WQCS00013_Permit Renewal_20230522

CARY
- LIVE INSPIRED"
May 17, 2023
NCDEQ-Division of Water Resources
Water Quality Permitting Section
MUNICIPAL PERMITTING UNIT
RECEIVED
MAY 2 2 2023
1617 Mail Service Center NCDEQ/DWR/NPDES
Raleigh, NC 27699-1617
Subject: Town of Cary Wastewater Collection System Permit Renewal Application
Dear Municipal Permitting Unit,
In accordance with requirements of 15A North Carolina Administrative Code (NCAC) 02T .0100
and 15A NCAC 02T .0400, the Town of Cary is requesting renewal of the Town's System Wide
Wastewater Collection System Permit (WQCS00013). This submittal is in keeping with the 180-
day requirement fora renewal request based on the November 30, 2023, permit expiration date.
Please find enclosed the following attachments that accompany a complete and signed System
Wide Wastewater Collection System Permit Renewal Application (CSA 04/16 Form).
ATTACHMENT
INFORMATION
A
High Priority Sewer Lines
B
Pump Station Listing
C
Collection System ORC Designations
D
Fiscal Year 2023 Collection System Operating and
Capital Improvement Budget Plan
E
Fiscal Year 2023 Capital Improvements Collection
System Budget
F
Sanitary Sewer Overflow Response Action Plan
G
Contingency Plans — Pump Stations
H
Collection System Map
I
Designation of Signatory Authority
If you have any questions, or desire any additional information, please contact me at (919) 469-
4095 or e-mail me at [e-mail].
Sincerely,
r
onald Smith,
Wastewater Collection System Manager, ORC
919.469.4000 1 carync.gov
PO Box 8005 Cary, NC 27512

State of North Carolina
Department of Environmental Quality
DWR - Division of Water Resources
15A NCAC 02T .0400 — SYSTEM -WIDE WASTEWATER COLLECTION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16 & SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System -wide Collection System Permitting website:
General — When submitting an application to the Municipal Permitting Unit, please use the following instructions as a
checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided
boxes will help produce a quicker review time and reduce the amount of requested additional information.
The Applicant shall submit one original and one copy of the application and supporting documentation.
The copy may be submitted in digital format.
A. Cover Letter
® Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
➢ No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
➢ The appropriate annual fee for systemwide wastewater collection system permits may be found at:
➢ Annual Non -Discharge Fees
C. System -Wide Wastewater Collection System (FORM: CSA 04-16) Application:
® Submit the completed and appropriately executed System -wide Wastewater Collection System (FORM: CSA 04-
16) application. Any unauthorized content changes to this form shall result in the application package being
returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long
as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Section I.3 is a Privately -Owned Public Utility, provide the Certificate of Public
Convenience and Necessity (CPCN) from the North Carolina Utilities Commission demonstrating the Applicant is
authorized to hold the utility franchise for the area to be served by the wastewater collection system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area
or that franchise approval is expected.
❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina Secretary of State.
D. General Information:
➢ The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page in
accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated
as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T
.0106(b).
➢ NOTE - Public Works Directors are not authorized to sign this permit application, according to the rule,
unless they are formally delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 7

E. Summary of Attachments Required:
® Instruction A: Cover Letter
® Instruction C: Application
❑ Instruction C: Ownership Documentation (i.e. CPCN) (If necessary) (N/A)
® Instruction D: Delegation Letter (If necessary for signing official) (Attachment I)
® Section IV.3 Pump Station List (Attachment B)
® Section IVA
High Priority Lines List (Attachment A)
® Section VA
Annual Budget for Collection System (Updated and Approved) (Attach. D)
® Section VA
Capital Improvement Plan (Updated and Approved) (Attachment E)
® Section VI.2
Response Action Plan (Attachment F)
® Section VIA
Contingency Plan (Attachment G)
® Section VIA
Comprehensive Collection System Map (Attachment H)
® 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:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST. Suite 925
RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION CSA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 7

I. APPLICANT INFORMATION:
1. Applicant's name (Municipality, Public Utility, etc): Town of Cary
2. Facility Information: Name: Town of Cary Collection System Permit No.: WQCS0013
3. Applicant type: ® Municipal ❑ State ❑ Privately -Owned Public Utility
❑ County ❑ Other:
4. Signature authority's name: Jamie Revels per 15A NCAC 02T .0106(b)
Title: Utilities Director
5. Applicant's mailing address: P.O. Box 8005
City: Cffly State: NC Zip: 27512-8005
6. Applicant's contact information:
Phone number: 9( 19) 469-4303 Fax number: [phone] Email address: iamie.revels(dcarync.gov
H. CONTACT/CONSULTANT INFORMATION:
1. Contact Name: Donald Smith
2. Title/Affiliation: Wastewater Collection System Manager / Town of Cary
3. Contact's mailing address: P.O. Box 8005
4. City: Cary State: NC Zip: 27512-8005
5. Contact's information:
Phone number: 9( 19) 469-4095 Fax number: 919 4694304 Email address: donald.smithAcar cc.gov
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑ New ® Renewal
2. County System is located in: Wake County
3. Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system:
Owner(s) & Name(s): Town of Cary — North Cary Water Reclamation Facility (WRF), Town of Cary — South Cary WRF,
and Town of Cary and Apex — Western Wake Regional WRF
4. WWTF Permit Number(s): North Cary WRF (NC0048879), South Cary WRF (NC0065102), Western Wake Regional WRF
(NC0088846)
5. What is the wastewater type? 97.8 % Domestic) or 2.2 % Industrial (See 15A NCAC 02T .0103(20))
y Is there a Pretreatment Program in effect? ® Yes or ❑ No
6. Wastewater flow: 19.03 MGD (Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 42.8 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .0114 or ® Representative Data
9. Population served by the collection system: 215,076
IV. COLLECTION SYSTEM INFORMATION:
APPLICATION CSA 04-16 Page 3 of 7

1. Line Lengths for Collection System:
Sewer Line Description
Length
Gravity Sewer
915 miles
Force Main
85 miles
Vacuum Sewer
0 miles
Pressure Sewer
0 miles
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
42
3. Submit a list of all major (i.e. not simplex pump station serving a single family home) pump stations. Include the following
information:
➢ Pump Station Name
➢ Physical Location
➢ Alarm Type (i.e. audible, visual, telemetry, SCADA)
➢ Pump Reliability (Can convey peak hourly wastewater flow with largest single pump out of service)
➢ Reliability Source (permanent/portable generator, portable pumps)
➢ Capacity of Station (Pump Station Capacity in GPM)
4. Submit a list of all high priority lines according per 15A NCAC 02T .0402(2) known to exist in the collection system. Head
the list with "Attachment A for Condition V(4)" and include the system name.
➢ Use the same line identification regularly used by the applicant
➢ Indicate type of high priority line (i.e. aerial), material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
The Town of Cary Public Works Department and Utilities Department each have responsibilities for the management,
operation, and maintenance of the collection system.
Public Works Department consists of the Operations Division that includes Collection System personnel who manage the
inspection/assessment, cleaning, and testing of the wastewater collection system. Collection system staff respond to and
remediate collection system emergencies and sanitary sewer overflows. Construction personnel repair and replace collection
system piping, valves, and appurtenances. Public Works Department support other Town Departments in the overall
operation of the collection system.
Utilities Department consists of the Utility System Management (USM), Pretreatment, and Utility Engineering Divisions.
The USM Division manages the operation and maintenance of the remote wastewater pump stations and force mains. The
USM staff respond to pump station emergencies and assist Public Works Department personnel in responding to sanitary
sewer overflows. The Pretreatment Division manages the implementation of the sewer use ordinance, industrial pretreatment
program, and the fats, oils, and grease control Program. Utilities Engineering consists of personnel focused on utility
engineering services. Engineering staff manage utility projects, evaluate system operations, and manage sewer system
APPLICATION CSA 04-16 Page 4 of 7

extension permitting The Utilities Department sorts other departments in the overall operation and management of the
collection system.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Donald B. Smith
Certification Number: 1001030
Back -Up ORC Name: See Attachment C.
Certification Number: See Attachment C.
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: $ 9,500,000
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budget for the collection system only: $ 13,520,000 for FY2023 and $48,660,000
Vyropriated to date.
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system ❑ Yes or ® No
8. Do any satellite systems discharge to this collection system ® Yes or ❑ No (If yes complete table below)
Satellite System
Contact Information(Name, Address, Phone Number
Raleigh Durham Airport
Michael J. Landguth
Authority
President & CEO
Raleigh -Durham Airport Authority
PO Box 80001
RDU Airport, NC 27623
Phone: [phone]
Town of Apex
Michael Deaton
Water Resources Director
Town of Apex
PO Box 250
Apex, NC 27502
Phone: [phone]
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:
Town of Cary and RDU Airport Sewer Service Agreement
Town of Cary and Apex Interlocal Agreement
VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place ® Yes or ❑ No
APPLICATION CSA 04-16 Page 5 of 7

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 hardeopy) or indicate a schedule for completion.
Collection system mapping is continually updated in GIS
7. Thoroughly read and review the System -Wide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Permit Condition
Current
Compliance?
If no, Indicate a
Compliance
Date
Typical
Compliance
Schedule
I(4) — Grease ordinance with legal authority to inspect/enforce
® Yes ❑ No
12 —18 mo.
I(5) — Grease inspection and enforcement program
® Yes ❑ No
12 —18 mo.
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°1 pump is
the spare if pump reliability is met).
® Yes ❑ No
6 — 9 mo.
II(7) — Accessible right-of-ways and easements.
® Yes ❑ No
6 — 12 mo.
II(9) — Response action plan with Items 9 (a — h).
® Yes ❑ No
3 mo.
III(3) — Comprehensive collection system map
® Yes ❑ No
10% per year
For conditions not listed, compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet (attach clarification if needed):
Cary can meet permit conditions but has the following permit revision request for efficiency and effectiveness.
Section II(8). Cary requests a revision of this permit condition to allow flexibility for sewer system assessment in support of
sewer line cleaning needs. Our proposal will support and enhance our ability to use pipeline assessment tools to evaluate and
clean sewer lines in need of maintenance. General permit conditions currently require cleaning at least 10 percent of the
sewer system each year at the discretion of the ORC. With a collection system the size of Cary's and being mindful of
staffing and resources, it has been our experience and practice for more than 5 years to implement proven and efficient
assessment tools to enhance our program management. Applying the use of efficient and practical assessment tools helps
identify areas of the system where cleaning is necessary, it results in a proactive data supported program that is more efficient
and effective in reducing sewer backups and overflows. Having the flexibility to both assess and clean sewer lines will allow
our program to not only focus on the areas that we know are problematic but provides efficiencies to allow us to expand
assessments in our system and be more effective in finding and preventing backup and overflows, without necessarily having
to expand staffing and resources to meet a subjective cleaning expectation. Incorporating assessment with cleaning will help
accelerate and support a more comprehensive evaluation of our system in a much shorter period as opposed to focusing on
meeting a cleaning footage for the sake of meeting a subjective 10 percent cleaning requirement. We believe allowing
assessment tools with cleaning will not only benefit Cary but all collection systems in North Carolina, especially larger more
expansive systems that need to locate problems before they result in a sewer overflow.
The permittee shall assess cleaning needs, and develop and implement a program for appropriately cleaning, whether by
hydraulic or mechanical methods, the wastewater collection system. Clean at least 10 percent or a total combination of 20
percent cleaning and/or internal pipeline assessment of the gravity wastewater collection system, selected at the discretion of
the ORC, shall be conducted each year. Preventative cleaning is not required for sewer lines less than five years old unless
an assessment otherwise reveals the need for cleaning or cleaning is required by a sewer line extension permit [1 SA NCAC
02T .0108 (b)]
APPLICATION CSA 04-16 Page 6 of 7

VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T .0106(b):
I, Jamie Revels, P.E., Utilities Director attest that this application for Town of Cary
(Signature Authority's Name & Title from Item I.4)
(Facility name from Item I.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application sh be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as w vil penakies up to $ 0 per vio tion. �`�
Z/PSignature: Date: 90,V`
APPLICATION CSA 04-16 Page 7 of 7

Attachment A for Condition V(4)
Town of Cary - High Priority Lines
ID
From MH
To MH
HighPriority
Area
UtilityGrid
Pipe_Size
Type
SL66908006
SP66908011
SP66908008
Aerial
South
66908
12
DIP
SL66912002
SP66912001
SP66912002
Aerial
South
66912
48
DIP
SL66916004
SP66912012
SP66916004
Aerial
South
66916
48
DIP
SL67913006
SP67913001
SP67913002
Aerial
South
67913
48
DIP
SL71415015
SP71415016
SP71415021
Aerial
West
71415
8
PVC
SL72207004
SP72207002
SP72207004
Aerial
West
72207
48
DIP
SL72308007
SP72308004
SP72308011
Creek
West
72308
36
DIP
SL72405118
SP72405022
SP72405004
Aerial
West
72405
8
DIP
SL72408090
SP72408094
SP72408095
Aerial
North
72408
8
DIP
SL72408112
SP72408118
SP72408116
Aerial
North
72408
8
PVC
SL72410091
SP72410054
SP72410053
Aerial
North
72410
8
DIP
SL72412040
SP72412040
SP72412043
Aerial
North
72412
8
DIP
SL72508047
SP72508038
SP72620001
Creek
North
72508
12
DIP
SL72515118
SP72515121
SP72515120
Aerial
North
72515
8
PVC
SL72516087
SP72516097
SP72516074
Aerial
North
72516
8
DIP
SL72518015
SP72518015
SP72518014
Aerial
North
72518
8
DIP
SL72519084
SP72519092
SP72519079
Aerial
North
72519
8
PVC
SL72519121
SP72519116
SP72519015
Aerial
North
72519
8
DIP
SL72520053
SP72520052
SP72520036
Aerial
North
72520
8
PVC
SL72616058
SP72616044
SP72616045
Aerial
North
72616
8
DIP
SL73308127
SP73420117
SP73308011
Aerial
South
73308
8
DIP
SL73407055
SP73407063
SP73407056
Aerial
North
73407
8
DIP
SL73407069
SP73407069
SP73407068
Aerial
North
73407
8
DIP
SL73409014
SP73409020
SP73409015
Aerial
North
73409
8
DIP
SL73410059
SP73410018
SP73410075
Aerial
North
73410
8
DIP
SL73411169
SP73411167
SP73411169
Aerial
North
73411
8
PVC
SL73414005
SP73414030
SP73414029
Creek
North
73414
12
PVC
SL73414033
SP73414033
SP73414026
Creek
North
73414
10
DIP
SL73420124
SP73420124
SP73420123
Aerial
North
73420
8
DIP
SL73420004
SP73420008
SP73420009
Aerial
North
73420
8
PVC
SL73420096
SP73420097
SP73420096
Aerial
North
73420
8
PVC
SL73420124
SP73420124
SP73420123
Aerial
North
73420
8
DIP
SL73507049
SP73507018
SP73507017
Aerial
North
73507
8
DIP
SL73508071
SP73508071
SP73508073
Aerial
North
73508
12
DIP
SL73509018
SP73509019
SP73509020
Aerial
North
73509
8
DIP
SL73509074
SP73509073
SP73509021
Aerial
North
73509
8
DIP
SL73512007
SP73512007
SP73512008
Aerial
North
73512
12
DIP
SL73514094
SP73514102
SP75314086
Aerial
North
73514
8
DIP
SL73518032
SP73519018
SP73518033
Aerial
North
73518
12
DIP
SL73518030
SP73518027
SP73518026
Aerial
North
73518
12
DIP
SL73518038
SP73518035
SP73518037
Aerial
North
73518
8
PVC
SL73605001
SP73605031
SP73606001
Aerial
North
73605
8
PVC
SL73606004
SP73718004
SP73606003
Aerial
North
73606
8
DIP
Page 1 of 6

ID
From MH
To MH
HighPriority
Area
UtilityGrid
Pipe_Size
Type
SL73615021
SP73614054
SP73615018
Aerial
North
73615
8
DIP
SL73619120
SP73619002
SP73619053
Aerial
North
73619
8
DIP
SL74306050
SP74306059
SP74306043
Creek
South
74306
8
DIP
SL74307119
SP74307067
SP74307068
Creek
South
74307
8
PVC
SL74308005
SP74308109
SP74308108
Aerial
South
74308
8
PVC
SL74309028
SP74309131
SP74309132
Aerial
South
74309
8
PVC
SL74310062
SP74310053
SP74310054
Creek
South
74310
8
DIP
SL74311069
SP74311059
SP74310053
Creek
South
74311
8
DIP
SL74411019
SP74411010
SP74411011
Creek
North
74411
8
PVC
SL74412057
SP74412017
SP74412018
Creek
North
74412
8
PVC
SL74415032
SP74415035
SP74415048
Creek
North
74415
8
PVC
SL74415042
SP74415046
SP74415036
Creek
North
74415
8
PVC
SL74419050
SP74419050
SP74419049
Creek
South
74419
8
PVC
SL74420069
SP74420109
SP74420113
Creek
South
74420
8
PVC
SL74507060
SP74507069
SP74507051
Creek
North
74507
8
PVC
SL74508033
SP74508009
SP74508006
Creek
North
74508
8
DIP
SL74508038
SP74508028
SP74508003
Creek
North
74508
8
PVC
SL74512093
SP74508004
SP75509061
Aerial
North
74512
12
DIP
SL74519016
SP74519035
SP74520040
Creek
North
74519
8
DIP
SL74S20052
SP74520052
SP74520011
Aerial
North
74520
12
DIP
SL74605117
SP74605114
SP74605037
Aerial
North
74605
8
PVC
SL74606074
SP74610068
SP74606097
Aerial
North
74606
8
DIP
SL74608024
SP74608026
SP74608027
Aerial
North
74608
8
DIP
SL74610088
SP74610077
SP74610078
Aerial
North
74610
8
DIP
SL74720003
SP74720003
SP74720004
Aerial
North
74720
16
DIP
SL75107042
SP75107039
SP75107040
Creek
South
75107
8
PVC
SL75108031
SP75108016
SP75108015
Aerial
South
75108
15
PVC
SL75108072
SP75108095
SP75108082
Aerial
South
75108
8
DIP
SL75108018
SP75108006
SP75108007
Creek
South
75108
8
PVC
SL75112094
SP75112085
SP75112086
Aerial
South
75112
8
DIP
SL75208009
SP75208040
SP75208052
Aerial
South
75208
8
PVC
SL75210012
SP75210013
SP7S210009
Aerial
South
75210
8
DIP
SL75211080
SP75211077
SP75211076
Aerial
South
75211
8
DIP
SL75211016
SP75211056
SP75207001
Creek
South
75211
8
PVC
SL75211012
SP75211028
SP75211009
Creek
South
75211
8
PVC
SL75215016
SP75215024
SP75215023
Creek
South
75215
8
PVC
SL75215040
SP75215037
SP75215027
Creek
South
75215
8
PVC
SL75305055
SP75305012
SP75305005
Creek
South
75305
8
PVC
SL75306076
SP75306012
SP75306013
Aerial
South
75306
8
PVC
SL75306065
SP75306112
SP75306008
Creek
South
75306
8
PVC
SL75307026
SP75307092
SP75307028
Creek
South
75307
8
PVC
SL75309119
SP75309022
SP75309004
Aerial
South
75309
24
PVC
SL75309120
SP75309021
SP75309022
Aerial
South
75309
24
PVC
SL75309094
SP75309082
SP75309031
Aerial
South
75309
8
PVC
SL75309040
SP75309114
SP75309113
Aerial
South
75309
8
PVC
SL75309127
SP75309032
SP75309024
Aerial
South
75309
8
PVC
Page 2 of 6

ID
From MH
To MH
HighPriority
Area
UtilityGrid
Pipe_Size
Type
SL75309034
SP75309013
SP75309103
Aerial
South
75309
24
PVC
SL75309007
SP75309036
SP75309084
Creek
South
75309
24
PVC
SL75311162
SP75311119
SP75311061
Aerial
South
75311
8
DIP
SL75311077
SP75311073
SP75311018
Aerial
South
75311
8
DIP
SL75313051
SP75313071
SP75313057
Aerial
South
75313
8
PVC
SL75313042
SP75313056
SP75313057
Creek
South
75313
8
PVC
SL75316086
SP75316082
SP75316101
Aerial
South
75316
8
PVC
SL75316088
SP75316105
SP75316085
Creek
South
75316
15
PVC
SL75319087
SP75319074
SP75319083
Aerial
South
75319
8
VCP
SL75319024
SP75319114
SP75319120
Aerial
South
75319
8
PVC
SL75405082
SP75405077
SP75405076
Aerial
North
75405
10
DIP
SL75410030
SP75410012
SP75410029
Aerial
North
75410
10
PVC
SL75410003
SP75410022
SP75410031
Aerial
North
75410
8
DIP
SL74416008
SP75413006
SP74416012
Creek
North
75413
8
PVC
SL75414039
SP75414025
SP75414022
Aerial
North
75414
8
PVC
SL75415066
SL75415085
SP75415060
Creek
North
75415
8
DIP
SL75416092
SP75420113
SP75416059
Creek
North
75416
8
VCP
SL75416054
SP75416004
SP75416071
Creek
North
75416
15
PVC
SL75420064
SP75420028
SP75420057
Creek
North
75420
8
VCP
SL75420070
SP75420089
SP75420040
Creek
North
75420
12
PVC
SL75420078
SP75420018
SP75420019
Creek
North
75420
12
PVC
SL75506003
SP75506011
SP75506008
Creek
North
75506
8
PVC
SL75507011
SP75507002
SP75507011
Creek
North
75507
42
RCP
SL75509031
SP75509058
SP75509057
Aerial
North
75509
8
DIP
SL75509006
SP75509057
SP75509056
Aerial
North
75509
8
DIP
SL75509018
SP75509017
SP75509015
Aerial
North
75509
8
DIP
SL75509032
SP75509032
SP75509016
Aerial
North
75509
12
PVC
SL7S511006
SP75511001
SP75511018
Creek
North
75511
42
DIP
SL75511007
SP75511018
SP75511020
Creek
North
75511
42
RCP
SL75511021
SP75511020
SP75511009
Creek
North
75511
42
RCP
SL75513031
SP75513044
SP75513047
Creek
North
75513
12
PVC
SL75513051
SP75513023
SP7SS13024
Creek
North
75513
15
PVC
SL75SI7018
SP75517022
SP75517023
Aerial
North
75517
15
PVC
SL75605003
SP75605012
SP75605013
Creek
North
75605
12
DIP
SL75605008
SP75605015
SP75605014
Creek
North
75605
12
DIP
SL75605014
SP75605019
SP75605001
Creek
North
75605
16
DIP
SL75607006
SP75607007
SP75607006
Creek
North
75607
36
RCP
SL75609005
SP75609023
SP75605016
Aerial
North
75609
16
DIP
SL75614014
SP75614013
SP75614017
Creek
North
75614
8
DIP
SL75614015
SP7S614017
SP75614007
Creek
North
75614
8
DIP
SL75615009
SP75615003
SP75615005
Aerial
North
75615
36
DIP
SL75615006
SP75615007
SP75614001
Aerial
North
75615
36
DIP
SL75616016
SP75616003
SP75616017
Creek
North
75616
8
PVC
SL75616013
SP75616023
SP75616004
Creek
North
75616
12
PVC
SL75619004
SP75619006
SP75619001
Aerial
North
75619
42
DIP
SL75707021
SP75707014
SP75707015
Creek
North
75707
12
DIP
Page 3 of 6

ID
From MH
To MH
HighPriority
Area
UtilityGrid
Pipe_Size
Type
SL75707022
SP75707016
SP75707017
Creek
North
75707
12
PVC
SL75707015
SP75707019
SP75707008
Creek
North
75707
15
PVC
SL7S711022
SP75711003
SP75711006
Siphon
North
75711
8
PVC
SL75711020
SP75711007
SP75711003
Siphon
North
75711 1
8
PVC
SL75711019
SP75711015
SP75711007
Siphon
North
75711
8
PVC
SL76113012
SP76113042
SP76113035
Aerial
South
76113
12
PVC
SL76117074
SP76117086
SP76117080
Aerial
South
76117
8
DIP
SL76117007
SP76117031
SP76117018
Creek
South
76117
8
PVC
SL76205033
SP76205052
SP76205047
Creek
South
76205
21
DIP
SL76206054
SP76206019
SP76205001
Aerial
South
76206
8
VCP
SL76206045
SP76206021
SP76206059
Aerial
South
76206
8
VCP
SL76210046
SP76206006
SP76210061
Aerial
South
76210
8
VCP
SL76211006
SP76211001
SP76211002
Creek
South
76211
12
PVC
SL76217001
SP76217023
SP76217024
Creek
South
76217
24
RCP
SL76305111
SP76305037
SP76305027
Aerial
South
76305
8
VCP
SL76305093
SP76305029
SP76305028
Aerial
South
76305
8
VCP
SL76305049
SP76305021
SP76305077
Aerial
South
76305
8
VCP
SL76305035
SP76305100
SP76305099
Aerial
South
76305
8
DIP
SL7630SO83
SP76305095
SP76305094
Creek
South
76305
8
VCP
SL76305041
SP76305079
SP76305063
Creek
South
76305
8
VCP
SL76305051
SP76305063
SP76305062
Creek
South
76305
12
VCP
SL76305060
SP76305015
SP76305068
Creek
South
76305
12
VCP
SL76305023
SP76305016
SP76305098
Creek
South
76305
8
VCP
SL76306009
SP76306090
SP76306091
Creek
South
76306
8
VCP
SL76309114
SP76309013
SP76305003
Aerial
South
76309
8
VCP
SL76309116
SP75312023
SP76309021
Aerial
South
76309
8
VCP
SL76314009
SP76314048
SP76314044
Aerial
South
76314
8
VCP
SL76314008
SP76314045
SP76314046
Creek
South
76314
8
VCP
SL76316041
SP76316102
SP76316077
Aerial
South
76316
8
VCP
SL76316028
SP76316126
SP76316112
Creek
South
76316
8
VCP
SL76316057
SP76316096
SP76316109
Creek
South
76316
8
VCP
SL76317024
SP76317112
SP76317056
Aerial
South
76317
8
PVC
SL76317052
SP76317061
SP76317064
Aerial
South
76317
8
VCP
SL76317034
SP76317056
SP76317065
Creek
South
76317
8
PVC
SL76317036
SP76317065
SP76317102
Creek
South
76317
8
PVC
SL76317131
SP76317119
SP76317062
Creek
South
76317
8
VCP
SL76318037
SP76318020
SP76318019
Creek
South
76318
8
VCP
SL76320087
SP76320068
SP76320067
Creek
South
76320
8
VCP
SL76320067
SP76320015
SP76320113
Creek
South
76320
10
VCP
SL76405094
SP76405088
SP76405052
Aerial
North
76405
8
PVC
SL76406093
SP76406091
SP76406022
Aerial
North
76406
8
DIP
SL76406134
SP76406109
SP76406067
Aerial
North
76406
8
DIP
SL76410113
SP76410039
SP76410035
Creek
North
76410
8
VCP
SL76410141
SP76410134
SP76410091
Creek
North
76410
8
DIP
SL76411059
SP76411001
SP76411003
Aerial
North
76411
8
PVC
SL76411106
SP76411077
SP76411112
Aerial
North
76411
8
PVC
Page 4 of 6

ID
From MH
To MH
HighPriority
Area
UtilityGrid
Pipe_Size
Type
SL76411014
SP76411087
SP76411091
Creek
North
76411
24
PVC
SL76411040
SP76411096
SP76411088
Creek
North
76411
8
PVC
SL76412019
SP76412039
SP76412043
Aerial
North
76412
8
DIP
SL76413064
SP76417077
SP76413082
Aerial
North
76413
8
VCP
SL76413047
SP76413026
SP76413027
Creek
North
76413
8
VCP
SL76414026
SP76414021
SP76414022
Creek
North
76414
12
VCP
SL76414020
SP76414113
SP76414021
Creek
North
76414
8
PVC
SL76415042
SP76415042
SP76415038
Aerial
North
76415
8
VCP
SL76417064
SP76417063
SP76417051
Aerial
North
76417
8
VCP
SL76419055
SP76419007
SP76419008
Creek
North
76419
8
VCP
SL76420043
SP76420070
SP76420072
Aerial
North
76420
8
VCP
SL76506002
SP76506016
SP76506015
Aerial
North
76506
54
DIP
SL76506043
SP76506015
SP76507025
Aerial
North
76506
54
DIP
SL76507043
SP76507038
SP76507004
Aerial
North
76507
8
PVC
SL76510061
SP76510062
SP76510061
Aerial
North
76510
8
DIP
SL76514006
SP7651418
SP76514019
Aerial
North
76514
8
PVC
SL76514058
SP76514059
SP76514053
Aerial
North
76514
12
PVC
SL76514050
SP76514015
SP76514005
Aerial
North
76514
8
DIP
SL76515039
SP76515030
SP76515029
Aerial
North
76515
8
DIP
SL76515041
SP76515032
SP76515024
Aerial
North
76515
8
DIP
SL76516007
SP76516008
SP76516009
Creek
North
76516
8
DIP
SL76517100
SP76517101
SP76517096
Creek
North
76517
8
PVC
SL76518060
SP76518003
SP76518077
Creek
North
76518
8
PVC
SL76518065
SP76518001
SP76518024
Creek
North
76518
16
DIP
SL76518038
SP76518089
SP76518007
Creek
North
76518
16
DIP
SL76518027
SP76518065
SP76518089
Creek
North
76518
16
DIP
SL76518050
SP76518023
SP76518035
Creek
North
76518
16
DIP
SL77106004
SP77106007
SP77106003
Creek
South
77106
24
PVC
SL77106009
SP77106010
SP77109039
Creek
South
77106
24
PVC
SL77206047
SP77206042
SP77206023
Aerial
South
77206
8
DIP
SL77209039
SP76212008
SP77209071
Aerial
South
77209
8
PVC
SL77209070
SP77209064
SP77209065
Creek
South
77209
12
PVC
SP77215115
SP77215031
SP77215115
Creek
South
77215
8
DIP
SL7730SO23
SP77305012
SP77305038
Aerial
South
77305
8
VCP
SL77305005
SP77305010
SP77305011
Aerial
South
77305
12
PVC
SL7730SO40
SP77305042
SP77305001
Creek
South
77305
12
PVC
SL77306009
SP77306025
SP77306024
Creek
South
77306
8
VCP
SL77306014
SP77306026
SP77306010
Creek
South
77306
12
PVC
SL77306015
SP77306010
SP77306011
Creek
South
77306
12
PVC
SL77306016
SP77306011
SP77306012
Creek
South
77306
12
PVC
SL77306017
SP77306012
SP77306013
Creek
South
77306
12
PVC
SL77306003
SP77306007
SP77306001
Creek
South
77306
18
VCP
SL77310065
SP77310037
SP77310036
Creek
South
77310
8
VCP
SL77310134
SP77310042
SP77310044
Creek
South
77310
8
VCP
SL77310004
SP773100601
SP77310059
Creek
South
77310
8
VCP
SL77310013
SP773100151
SP773100141
Creek
South
77310
8
VCP
Page 5 of 6

ID
From MH
To MH
HighPriority
Area
UtilityGrid
Pipe_Size
Type
SL77310089
SP77310024
SP77310025
Creek
South
77310
8
VCP
SL77310132
SP77310124
SP77310125
Creek
South
77310
12
DIP
SL77310127
SP77310044
SP77310123
Creek
South
77310
8
VCP
SL77311034
SP77311022
SP77311013
Creek
South
77311
8
VCP
SL77311032
SP77311018
SP77311014
Creek
South
77311
27
RCP
SL77317073
SP77317080
SP77317079
Creek
South
77317
8
PVC
SL77318024
SP77318029
SP77318050
Aerial
South
77318
10
DIP
SL77409050
SP77409061
SP77409065
Creek
North
77409
8
PVC
SL77409045
SP77409013
SP77409014
Creek
North
77409
8
PVC
SL77409091
SP77409080
SP77409019
Creek/FM
North
77409
10
DIP
SL77411009
SP77411007
SP77411020
Aerial
North
77411
8
PVC
SL77411008
SP77411009
SP77411007
Creek
North
77411
8
PVC
SL77417014
SP77417051
SP77417087
Aerial
North
77417
8
VCP
SL77417037
SP77417033
SP77417021
Aerial
North
77417
8
VCP
SL77417095
SP77417023
SP77417089
Creek
North
77417
8
DIP
SL77513026
SP77513024
SP77513023
Aerial
North
77513
18
DIP
Page 6 of 6

ATTACHMENT B
Town of Cary - WASTEWATER PUMP STATION LISTING
Station #
Station Name
Physical Address
TelemetryType
Onsite Audible /
Visual Alarm
Station
Capacity
Pump
Reliability
Pump Reliability Source
001
Swift Creek
7800 Holly Springs Rd.
SCADA (Antx)
Yes
6300 GPM
6 Pump
Permanent Generator
002
Walnut Creek
1100 Buck Jones Rd.
SCADA (Antx)
Yes
3328 GPM
Triplex
Permanent Generator &
Diesel Pump
003
Kit Creek
11305 Green Level Church Rd.
SCADA (Antx)
Yes
3837 GPM
Triplex
Permanent Generator
004
White Oak
2505 NC 55 Hwy.
Auto Dialer
Yes
1000 GPM
Duplex
Permanent Generator
005
Nelson
4908 Nelson Rd.
SCADA (Antx)
Yes
1000 GPM
Duplex
Permanent Generator
006
Crossroads
401 Crossroads Blvd.
SCADA (Antx)
Yes
515 GPM
Duplex
Permanent Generator
007
Glenmitt
4139 Mittglen Ln.
SCADA (Antx)
Yes
100 GPM
Duplex
Permanent Generator
008
Fieldstone
108 Panaramic Ct.
Auto Dialer
Yes
600 GPM
Duplex
Permanent Generator
009
1-40
351 SAS Campus Dr.
SCADA (Antx)
Yes
750 GPM
Duplex
Permanent Generator
010
Glenridge
306 Copper Hill Dr.
SCADA (Antx)
Yes
409 GPM
Duplex
Permanent Generator
011
Jones Franklin
2104 Jones Franklin Rd.
SCADA (Antx)
Yes
550 GPM
Duplex
Permanent Generator
012
Medfield
1401 1/2 Baker Rd.
SCADA (Anti)
Yes
690 GPM
Duplex
Permanent Generator
013
Blanche
6106 Blanche Dr.
SCADA (Antx)
Yes
340 GPM
Duplex
Permanent Generator
014
Talloway
2005 1/2 Talloway Dr.
SCADA (Antx)
Yes
100 GPM
Duplex
Permanent Generator
015
Gateway
1317 Aviation Pkwy.
SCADA (Antx)
Yes
2689 GPM
Duplex
Permanent Generator
016
RDU
3101 RDU Center Dr.
SCADA (Antx)
Yes
225 GPM
Duplex
Permanent Generator
018
Ronaldsby
223 Ronaldsby Dr.
Auto Dialer
Yes
175 GPM
Duplex
Permanent Generator
019
Morris Branch
251 Beckingham Loop
SCADA (Antx)
Yes
2894 GPM
Triplex
Permanent Generator
020
Carystone
224 Kristin Ct.
Auto Dialer
Yes
170 GPM
Duplex
Permanent Generator
021
Thresher
107 Thresher Ct.
SCADA (Antx)
Yes
160 GPM
Duplex
Permanent Generator
024
Holly Brook
4908 Holly Brook Dr.
SCADA (Antx)
Yes
171 GPM
Duplex
Permanent Generator
025
Upper Rocky
205 Drakewood Place
SCADA (Anti)
Yes
220 GPM
Duplex
Permanent Generator
028
Cary Park
319 Belles Landing Ct.
Auto Dialer
Yes
720 GPM
Duplex
Permanent Generator
030
Greyhawk
611 Hawks Ridge Ct.
SCADA (Antx)
Yes
132 GPM
Duplex
Permanent Generator
031
Terrington
5956 Terrington Ln.
Auto Dialer
Yes
225 GPM
Duplex
Permanent Generator
032
Park @ West Lake
4900 West Lake Rd.
Auto Dialer
Yes
155 GPM
Duplex
Permanent Generator
033
Forest Oaks
2586 New Hope Church Rd.
SCADA (Antx)
Yes
450 GPM
Duplex
Permanent Generator
034
Copperleaf
7055 Copperleaf PI.
SCADA (Antx)
Yes
300 GPM
Duplex
Permanent Generator
035
West Cary
3905 Green Level W. Rd.
SCADA (Antx)
Yes
21527 GPM
6 Pump
Permanent Generator
036
Beaver Creek
2916 Olive Chapel Rd.
SCADA (Antx)
Yes
27777 GPM
7 Pump
Permanent Generator
038
Lower Breckenridge
650 Willingham Rd.
Auto Dialer
Yes
747 GPM
Duplex
Permanent Generator
039
Terrace II
598 Walnut Woods Dr.
Auto Dialer
Yes
120 GPM
Duplex
Permanent Generator
040
West Breckenridge
820 Parkside Valley Dr.
SCADA (Antx)
Yes
250 GPM
Duplex
Permanent Generator
Page 1 of 2

Station #
Station Name
Physical Address
Telemetry Type
Audible / Visual
Station
Capacity
Pump
Reliability
Pump Reliability Source
042
Aviation
414 Aviation Pkwy.
SCADA (Antx)
Yes
2689 GPM
Duplex
Permanent Generator
044
Paramount
5180 Paramount Pkwy.
Auto Dialer
Yes
400 GPM
Duplex
Permanent Generator
046
Perimeter Park
350 Perimeter Park Dr.
SCADA (Antx)
Yes
2689 GPM
Duplex
Permanent Generator
048
Kitts Creek
539 Durants Nck Wy.
SCADA (Antx)
Yes
950 GPM
Duplex
Permanent Generator
050
Aventon
2125 Aventon Ln.
SCADA (Antx)
Yes
600 GPM
Duplex
Permanent Generator
051
Misty Groves
323 Misty Groves Cir.
Auto Dialer
Yes
95 GPM
Duplex
Permanent Generator
052
Vandiver
2429 Vandiver Way
SCADA (Antx)
Yes
560 GPM
Duplex
Permanent Generator
053
Destin
85 Journeys Rest Ln.
SCADA (Antx)
Yes
115 GPM
Duplex
Permanent Generator
054
Weddington
4205 Dominion Crest Dr
SCADA (Antx)
Yes
270 GPM
Duplex
Permanent Generator
Page 2 of 2

ATTACHMENT C. North Carolina Department of Environmental Quality
Division of Water Resources
Permit Number: WQCS00013
Permit Type: Collection system management and operation
Facility Name: Cary Collection System
Facility Addressi: PO Box 8005
Facility Address2:
City, State & Zip:
Owner Information Details:
MUST submit a Change of Name/Ownership form to DWR to make any changes to this Owner information.
(C/. Here for "Change of Name/Ownership Form)
Owner Name: Town of Cary
Owner Type: Government - Municipal Owner Type Group: Organization
*** Legally Responsible for Permit ***
(Responsible corporate officer/principle executive officer or ranking elected official/general partner or proprietor;
or any other person with delegated signatory authority from the legally responsible person.)
Owner Affiliation: Jamie Revels Title: Director Utilities
Addressi: PO Box 8005
Address2:
City, State & Zip: Cary, NC 27512-8005
Work Phone: [phone] Fax: [phone]
Email Address: [e-mail]
If any information related to specified contact persons is incorrect or no longer valid, please contact the regional office with jurisdiction
for your facility. Changes must be requested by an individual with signature authority in accordance with 15A NCAC 02T.0106.
Information and area of coverage for regional offices can be obtained at https://deg.nc.gov/contact/regional-offices.
Owner Contact Person(s)
Contact Name Title Address Phone Fax Email
Donald Bradley WW CS Operator PO Box 8005, Cary, NC 27512-8005 919-469-4095 919-469-4304 [e-mail]
Smith v
Facility Contact Person(s)
Contact Name Title Address Phone Fax Email
Permit Contact Person(s)
Contact Name Title
Address
Phone
Fax
Email
Donald Bradley Program Manager
PO Box 8005, Cary, NC 27512-8005
919-469-4095
919-469-4304
donald.smith@townofcar
Smith
y.org
Permit Billing Contact Person(s)
Contact Name Title
Address
Phone
Fax
Email
Donald Bradley
PO Box 8005, Cary, NC 27512-8005
919-469-4095
919-469-4304
DONALD. SMITH @TOWN
Smith
OFCARY.ORG
Persons with Signatory Authority
Type Contact Name Title Address Phone Fax Email
Permit Donald Bradley PO Box 8005, Cary, NC 919-469-4095 919-469-4304 DONALD.SMITH@TOWN
Smith 27512-8005 OFCARY.ORG
Permit Jamie Revels Utility Director PO Box 8005, Cary, NC 919-469-4303 919-469-4304 jam ie. revels@townofcary
27512-8005 org

Permit Number: WQCS00013
Permit Type: Collection system management and operation
Facility Name: Cary Collection System
Facility Addressl: PO Box 8005
Facility Address2:
City, State & Zip:
Designated Operators
If the designated operators listed below are incorrect or no longer associated with the collection system, the information can be updated by s
"Operator Designation Form " (Click Here for ORC Designation Form). Please provide specific details as to the changes requested, including thi
designated operators. For all other operator questions or issues, please call 919-807-6353.
Facility Classification: CS4
Operator Name
Donald Bradley Smith
Role
ORC
Cert Type Cert Status
CS-4 Active
Cert #
1001030
Effective Date
10/1 /2019
James Kenneth Bass
Backup
CS-4
Active
1000054
8/10/2018
Verlin Paul Campbell
Backup
CS-4
Active
986628
8/10/2018
Robert S Garner
Backup
CS-4
Active
1007496
6/1/2019
Gary L Jarrett
Backup
CS-4
Active
1010535
7/1/2021
Chad Lemke
Backup
CS-4
Active
1000563
9/11/2014
Thomas Christopher Lubcker
Backup
CS-4
Active
998695
6/13/2013
Justin Taylor McDaniel
Backup
CS-4
Active
1007085
12/13/2018
Aaron Ward Renfrow
Backup
CS-4
Active
1003897
10/1 /2020
5/11/2023 Page.

1.
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ANNUCOPERATING
BUDGET
July 1, 2022 - June 30, 2023
hi Town of Cary, North Carolina

FY 2023 Budget - Executive Message
OUR GUIDING VISION
Cary is focused on meeting the needs of its citizens
and achieving the goals of our guiding policy
document, the Imagine Cary Community Plan. This
plan, adopted in January 2017, is the result of
several years of work, unprecedented community
input and dozens of meetings and community
workshops. It sets out long-term vision, policies
and strategic actions for our community with a
time horizon out to the year 2040. The document
consolidates and replaces several individual plans
that guided Cary's growth over the previous 20
years. The Imagine Cary Community Plan is the
road map to our future, and Cary's annual budget
sets forth the funding needed to make our plans
reality.
THE PROCESS
Cary employs a "rolling budget" process which provides for mid -year adjustments to revenues,
expenditures, and service levels at quarterly intervals throughout the current fiscal year. Planning and
development of the following year's budget also occurs year-round with finalization of the
recommended operating and capital budgets taking place between January and April. The
recommended budget is presented to Council for consideration in May with adoption occurring at the
last Council meeting in June. The new budget takes effect, in accordance with state law, on July 1.
Cary's budget development process is grounded in collaboration. A sub -committee of self-selected
department directors known as the Financial Foundations team meets throughout the fiscal year to
intensely focus on any number of financial issues. Their "fresh eyes" on traditionally finance -oriented
subjects like debt sales, policy updates, fee analysis and budget development are a great way to test
theories and craft recommendations reflecting a variety of perspectives.
The Financial Foundations team worked closely with Finance staff on pivotal decision points and
budget balancing to arrive at an FY 2023 budget recommendation that was shared with the full
director team. That team asked questions, offered suggestions, considered public input received
throughout the fiscal year and ultimately arrived at a unified budget recommendation for the Town
Manager. The Town Manager reviewed the materials and incorporated adjustments to form the
Manager's Recommended Budget presented in this document and submitted to Town Council for
consideration.
This Executive Message brings the reader into Cary's FY 2023 budget development experience by
sharing the data points that influenced decision -making. While the COVID-19 pandemic, inflation,
supply chain disruptions and global unrest have proven challenging, Cary's local economy remains
strong. More importantly, our commitment to providing excellent service is unwavering. The FY 2023
budget maintains Cary's high -quality services and brings once -in -a -lifetime opportunities like the
Downtown Park to life.
TOWN OF CARY I FY2023 Budget

DIVISON PROFILE — PUBLIC WORKS: OPERATIONS
OPERATIONS
The Operations division performs a variety of duties serving both Utility and General Fund functions.
Key areas of responsibility for the Utility Fund include Water Distribution and Wastewater Collection.
General Fund functions include maintenance and repair of stormwater conveyance systems, streets,
sidewalks, curb and gutter, traffic signals, traffic signs, and traffic markings. Other responsibilities
include inclement weather response operations such as snow removal, storm recovery and debris
removal, and chipping services. The Operations group also provides program support to other divisions
and departments across the Town and maintains around -the -clock response capabilities with after-
hours/weekend response teams for traffic signals and construction.
Top Three Initiatives for the Fiscal Year
Continue to enhance the wastewater gravity sewer program by
acoustic testing the sewer mains and cleaning the system by a
needs approach to exceed our state permit matrix.
77
-
Be recognized again as the #1 Safety City for Driving by
maintaining our Traffic Signal System to the highest level in the 7
state of North Carolina.
Maintain the Water Distribution System with limited f
interruptions during maintenance and repairs by installing and 1
replacing main line valves strategically throughout Cary.;
Significant Service Level Changes
■ None
TOWN OF CARY I FY2023 Budget
209

DIVISON PROFILE — PUBLIC WORKS: OPERATIONS
Expenditure and Budget Summary
Personnel Services
$9.199.003
$9.293.323
$9,288.065
$9,912,341
$9.412.341
$10.879.808
Operations & Maintenance
5,128.194
4,209.599
4.431,691
5,912,667
5,098,181
5,563.188
Capital Outlay
687,808
478.750
402,279
657,000
902,925
730,885
Subtotal
$15,015.005
$13.98L672
$14J22.035
$16,482,008
$15,413,447
$17,173,881
Reimbursement from Utility
(10.154.1311
(&462.0081
(9.941.386)
(10.980.3081
(10.980.3081
(11.419.520i
Total
$4,860,874
$5,519.664
$4.180,649
$5.501,700
$4,433.139
$5,754,361
Authorized FTEs
123
123
123
122
122
122
Performance Indicators
RESIDENTYIL CROSS CONNECTION CONTROL DEVICES
C WAL I?Cl, t U?CISS CUNNt.CI N)N (Y)NIRUt Ut VIt,YS
COMPLYINCE RATE
COMI'IJIWCL. RAIL
100%
100%
90%
90%
so%
80%
70%
70%
60%
60%
50%
50%
40%
40%
30%
30%
20%
20%
10%
10%
0%
0%
Actual FY21 Estimated FY22 Projected FY23
Actual FY21 Estimated FY22 Projected FY23
16%
14%
12%
l� 10%
6%
6%
4%
2%
0%
WASTEWATER COLLECTION SYSTEM CLEANED (NOT
INCLUDING REPEATS)
Actual FY21 Estimated FY22 Projected FY23
TOWN OF CARY I FY2023 Budget
210

DIVISION PROFILE — UTILITIES: UTILITY ADMINISTRATION
UTILITY
ADMINISTRATION
The Utility Administration division manages the overall business operations and strategic outlook for
Utility programs including - water and wastewater treatment, utility infrastructure planning and project
management, utility infrastructure systems management and enforcement, regulatory permit
administration, and renewable energy opportunities (reclaimed water/solar). Core responsibilities of
this division focus on significant cross functional coordination both internal and external to the Utilities
operations to achieve outcomes consistent with overall Cary objectives and vision. Related activities
include operational coordination, capital asset management, financial tracking and management,
regulatory compliance monitoring, operational data management, energy sustainability practices, and
strategic planning.
Top Three Initiatives for the Fiscal Year
Continue monitoring of emerging regulations affecting Utilities.
Continue efforts investigating and adopting renewable energy opportunities within Utilities.
Ongoing program review and system integration will focus on managing carbon emissions.
Expand and update energy audits within Cary's water and wastewater treatment facilities. This
effort includes an updated review of energy consumption, an expanded scope to develop
greenhouse gas calculations, and establish related benchmarking and goal setting.
Significant Service Level Changes
■ None
TOWN OF CARY I FY2023 Budget
226

DIVISION PROFILE — UTILITIES: UTILITY ADMINISTRATION
Expenditure and Budget Summary
FY ,•
FY 2020
FY 2021
FY 2022
FY 2022
FY 2023,
Personnel Services
Estimated
$30.024
Actual
$42,712
Actual
$612,841
AdoptedActivity
$473,959
$443,904
..
$560.696
Operations & Maintenance
-
-
-
-
-
-
Indirect Cost
882,195
687,092
69.346
127,134
127.134
200,773
Capital Outlay
-
-
-
-
-
-
Total
$912,219
$729,804
$682,187
$601,093
$571.038
$761,469
Authorized FTEs
-
2
2.625
3
3
3
Performance Indicators
PEW CONTRACTS AMENDAENTS AND TASK ORDERS
_0
140
�5
135
%n
130
125
o0
F 3
120
10
5
115
110
0
105
Actual FY21 Estimated FY22 Projected FY23
Actual FY21
TOWN OF CARY I FY2023 Budget
Estimated FY22
Projected FY23
227

DIVISION PROFILE — UTILITIES: UTILITY PRETREATMENT
UTILITY
PRETREAMENT
The Pretreatment division implements Cary's industrial pretreatment program, user fee program for
industrial and commercial users of the sewer system, and the Fats, Oils, and Grease (FOG) program
that helps prevent blockages and overflows in the sanitary collection system. The Pretreatment
division is the primary contact for regulatory agencies that assess Cary's overall regulation and control
of what is discharged into the sanitary sewer collection system.
Top Three Initiatives for the Fiscal Year
r Review and provide updates to Sewer Use
Ordinance for Town Council review and approval.
Uphold the Sewer Use Ordinance which includes
management of the Fats, Oils and Grease
' program.
Perform industrial sewer user inspections and
'f? industrial permitting to protect the water
reclamation facilities and maintain compliance
with federal and state pretreatment regulations.
TOWN OF CARY l FY2023 Budget
228

DIVISION PROFILE — UTILITIES: UTILITY PRETREATMENT
Significant Service Level Changes
■ None
Expenditure and Budget Summary
FY ,•
FY 2020
FY 2021
FY 2022
FY 2022
FY 2023!
Actual
Actual
Actual
AdoptedActivity
. Recommended
Personnel Services
$399.963
$408.309
$421.702
$42&417
$428,417
$497.270
Operations & Maintenance
15,825
97,929
110,655
160,786
122.326
160,318
Capital Outlay
-
5209.
4 425
-
-
74.148
Total
$415,788
$511,447
$536,782
$589,203
$550,743
$731,736
Authorized FTEs
4
4
4
4
4
4
Performance Indicators
MMER OF FOOD SEMKX ESTAB.199JENTS
%FLUOR SERV XS Y4'EC111;
1.000
100%
90%
SW
80%
10
70%
soo
60%
30%
400
t�
40%
30%
200
20%
10%
0%
Adel FY21 Estimated FY22 Pro) eded FY23
Actal FY21 Estimated FY22 Protected FY23
TOWN OF CARY I FY2023 Budget
% PERMUTED FAXIMH AL USERS KRIS M
100%
90%
80%
70%
60%
30%
0%
30%
20%
10%
0%
Adral FY21 Estimated FY22 Projected FY23
229

DIVISION PROFILE — UTILITIES: UTILITIES ENGINEERING
UTILITIES
ENGINEERING
The Utilities Engineering division plans for Cary's long-range strategic water supply and wastewater
treatment needs and protection of water quality to ensure that Cary remains highly competitive for
economic development and quality of life. The division prepares thorough master plans to ensure that
high performing and cost-effective utility infrastructure is provided to meet these needs. Whether
infrastructure is provided through Town -funded capital projects or private development, the division
ensures that cohesive, quality and efficient infrastructure systems are provided to meet our utility and
long-range water management needs for a strong future.
Top Three Initiatives for the Fiscal Year
Complete planning efforts and move into implementation in order to meet the 2024
requirements of the EPA's revised Lead and Copper Rule.
Continue our master planning efforts by running hydraulic simulations through our software
models to ensure there is sufficient capacity to meet our future buildout conditions during
peak demands.
Continue proactive design and construction efforts focused on our water main replacement
program and sewer main rehabilitation program.
Significant Service Level Changes
■ None
TOWN OF CARY I FY2023 Budget
230

DIVISION PROFILE — UTILITIES: UTILITIES ENGINEERING
Expenditure and Budget Summary
►►
FY 2021
FY 2022
FY 2022
FY 2023
Personnel Services
Actual
$1,919.268
Actual
$1.651,661
Actual
$1,695.554
AdoptedActivity
$1,878.793
$1,754.893
..
$2,027,615
Operations & Maintenance
343.868
312,383
225.575
599,200
599,200
615,679
Capital Outlay
-
-
-
-
-
Total
$2,263,137
$1,964,044
$1,921,129
$2,477,993
$2,354,093
$2,643,294
Authorized FTEs
18
14
14
14
14
15
Performance Indicators
NUMBER OF CAWTAL PROJECTS COMPLETED
VALUE OF CAPTTAL PROJECTS COMPLETED
40
$60,000,000.00
35
f50,000,000.00
30
$40,000,000.00
25
20
s f30,000,000.00
F
15
f20,000,000-00
10
$10,000,000,00
5
0
f0.00
Actual FY21
Estimated FY22 Projected FY23 Actual FY21
WATER/SEWER/RECLAJ MED PIPELINES ADDED TO SYSTEM
14
12
10
c
6
4
0
TOWN OF CAR`' I FY2023 Budget
Actual FY21 Estimated FY22 Projected FY23
Estimated FY22 Projected FY23
231

DIVISION PROFILE — UTILITIES: UTILITY SYSTEM MANAGEMENT
1r� UTILITY
SYSTEM
rir MANAGEMENT
The Utility System Management division provides regulatory program oversight, maintenance
management and implementation for wastewater pumping facilities, wastewater odor control, pump
station supervisory control and data acquisition (SCADA) and instrumentation, industrial wastewater
flow data, and inflow/infiltration functions. This division participates in engineering studies and related
system review functions.
Top Three Initiatives for the Fiscal Year
Place continued emphasis on replacement of aging equipment.
Oversee construction and startup of the new Winding Pines Pump Station that is
replacing the existing Kit Creek Pump Station that serve a portion of western Cary,
Wake County portions of RTP and a service area in Chatham County.
Continue improvement to work order and asset management systems using cloud -
based software programs.
9fk
TOWN OF CARY I FY2023 Budget
232

DIVISION PROFILE — UTILITIES: UTILITY SYSTEM MANAGEMENT
Significant Service Level Changes
New A new regional western area pump station is now serving citizens and customers in
Pump the vicinity of Green Level West and Batchelor Road.
Station
Expenditure and Budget Summary
FY •
„211123
Personnel Services
Actual
$1.661.745
Actual
$1.555.449
Actual
$1,436.427
AdoptedActivity
$1607.093
$1,607,093
..
$1,692.404
Operations & Maintenance
1,300.209
1.440.851
1,671,782
2,458.000
2,233,870
3.151,899
Capital Outlay
313395
494,253
468.971
417,500
417,500
738,572
Total
$3.275,749
$3,490,553
$3,577,180
$4,482,593
$4,258.463
$5,582.875
Authorized FTEs
18
18
17
17
17
17
Performance Indicators
MUP.*WR OF WASTEWATER Pl1NP STATH".
50
45 7
40
4
35
30 3
25
20 2
15
10 1
5
O O
A *Ial FY21 Estimated FY22 Projected FY23
180
160
140
120
lOD
80
60
40
20
0
TOWN OF CARY I FY2023 Budget
f•&*6**R OF WASTEMAUL t PLWAP STATIOP6 PER IOO NGLF
OF SEVWFR 1.114:
Al
Actual FY21 Estimated FY22 Projected FY23
P&RAHE T OF AFTER MIT TROl1LE RESPONSES
AcWal FY21 Estimated FY22. Projected FY23
233

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ANNUAL OPERATING
BUDGET
July 1, 2022 - June 30, 2023
Town of Cary, North Carolina

FY 2023 Budget - Executive Message
OUR GUIDING VISION
Cary is focused on meeting the needs of its citizens
and achieving the goals of our guiding policy
document, the Imagine Cary Community Plan. This
plan, adopted in January 2017, is the result of
several years of work, unprecedented community
input and dozens of meetings and community
workshops. It sets out long-term vision, policies
and strategic actions for our community with a
time horizon out to the year 2040. The document
consolidates and replaces several individual plans
that guided Cary's growth over the previous 20
years. The Imagine Cary Community Plan is the
road map to our future, and Cary's annual budget
sets forth the funding needed to make our plans
reality.
THE PROCESS
Cary employs a "rolling budget" process which provides for mid -year adjustments to revenues,
expenditures, and service levels at quarterly intervals throughout the current fiscal year. Planning and
development of the following year's budget also occurs year-round with finalization of the
recommended operating and capital budgets taking place between January and April. The
recommended budget is presented to Council for consideration in May with adoption occurring at the
last Council meeting in June. The new budget takes effect, in accordance with state law, on July 1.
Cary's budget development process is grounded in collaboration. A sub -committee of self-selected
department directors known as the Financial Foundations team meets throughout the fiscal year to
intensely focus on any number of financial issues. Their "fresh eyes" on traditionally finance -oriented
subjects like debt sales, policy updates, fee analysis and budget development are a great way to test
theories and craft recommendations reflecting a variety of perspectives.
The Financial Foundations team worked closely with Finance staff on pivotal decision points and
budget balancing to arrive at an FY 2023 budget recommendation that was shared with the full
director team. That team asked questions, offered suggestions, considered public input received
throughout the fiscal year and ultimately arrived at a unified budget recommendation for the Town
Manager. The Town Manager reviewed the materials and incorporated adjustments to form the
Manager's Recommended Budget presented in this document and submitted to Town Council for
consideration.
This Executive Message brings the reader into Cary's FY 2023 budget development experience by
sharing the data points that influenced decision -making. While the COVID-19 pandemic, inflation,
supply chain disruptions and global unrest have proven challenging, Cary's local economy remains
strong. More importantly, our commitment to providing excellent service is unwavering. The FY 2023
budget maintains Cary's high -quality services and brings once -in -a -lifetime opportunities like the
Downtown Park to life.
TOWN OF CARY I FY2023 Budget

CAPITAL IMPROVEMENTS BUDGET OVERVIEW
Capital Budgeting Practices
The Capital Improvements Budget (CIB) identifies revenue sources and project funding needs. Projects
included in the CIB/CIP are typically tangible or intellectual property assets with a value of more than
$25,000 and a useful life of over three years. Exceptions have been made to this rule on occasion for
practical reasons.
The CIB contains revenue and expenditure budget amounts for each FY 2023 approved capital project,
and while the CIP identifies future year projects for fiscal years 2024 through 2043, figures noted for
fiscal years 2024 through 2043 are for planning purposes only and are not appropriations for those years.
All amounts beyond FY 2023 are staff's best estimate of future project needs and costs. Projects will be
adjusted, and in some cases deleted, as situations and needs change throughout the course of the 20-
year planning period.
Capital projects are grouped under the following categories:
Utility Capital
General Capital
Sewer
Downtown
Water
Fire
General Government
Parks, Recreation & Cultural Resources (PRCR)
Transportation
Fiscal Year 2023 marks the fourth year that Cary has produced a rolling 20-year capital improvements
planning document. A20-year planning tool of this magnitude has two significant benefits. First,itassists
Cary in identifying potential projects necessary to meet the long-term goals of the community. Second, it
gives Town Council and staff a view of future infrastructure needs and assists them in understanding the
level of funding necessary to fulfill those needs.
The Fiscal Year 2023 budget process is the seventh in which Cary has limited planned appropriations in
the four years following the budget year to the amount of funding projected to be annually available.
Projects identified for FYs 2028 - 2043 are more likely to change in scope and timing. Staff annually
evaluates each project and adjusts the CIB/CIP to reflect current expectations for the future.
Projects in the FY 2023 CIB year are adopted into the applicable project ordinance. This distinction means
that any project -related contract entered into by Cary is regarded as a continuing contract for which funds
are considered obligated throughout the term of the project.
The capital budgeting process is initiated prior to the annual operating budget so that maintenance and
staffing impacts associated with requested projects may be considered during operating budget
development. The capital improvements budget process also includes itemizations of staffing, operating,
maintenance, and start-up costs for all projects within the CIP. This data informs staff and Council of
recurring cost impacts and estimated total resource needs throughout the multiyear forecast.
TOWN OF CARY I FY2023 Budget
272

Capital Funding Principles
Cary's FYs 2023 - 2043 capital improvements budget and plan focuses on core infrastructure
maintenance, necessary infrastructure improvements, and prior commitments and mandates. Projects
were chosen based not only for their alignment with the Imagine Cary Community Plan but also their ability
to yield a capital improvements budget/plan that adheres to the following four funding principles:
Funding Principle: Utilize as little debt as possible to minimize additional debt service obligations
Financial goals established by Town Council in March 2008 guide staff in the management of areas such as
operating fund balances and debt service. These goals establish expectations regarding minimum levels (floors)
for operating fund balance and maximum levels (ceilings) for debt service. The approved debt service target
directs that general (non -utility) debt service, or the repayment of borrowed funding, should not exceed an
amount equal to 15% of total approved general operating expenditures and debt service for a given budget
year.
Typically, Cary utilizes a combination of general obligation bond debt, installment purchase debt, and revenue
bond debt to fund major infrastructure needs.
Revenue bond debt is often utilized to support water and sewer projects. Revenue bond debt is secured by
Cary's utility revenues, which are dedicated, non -tax revenue sources. Utility rate increases may be used if
necessary to generate the additional revenue needed to afford the incremental debt service associated with
revenue bond issuance.
Funding Principle. Maximize the use of existing capital reserve fund balances
Fund balance represents monies that remain unspent after all budgeted expenditures have been made. Capital
reserve fund balance accumulates in the general and utility capital reserve funds in two ways:
■ through budget savings in completed projects
■ through revenue collections that are either greater than estimated earnings or are
intentionally not appropriated (utilized) within the fiscal year they are earned.
Funding Principle: Minimize reliance on FY2O23 capital reserve revenues
The general and utility capital reserve funds each have dedicated revenue sources. These revenue sources are
categorized as either restricted or unrestricted. Restricted revenues can only be applied to specific types of
projects. Examples of restricted revenues include developer fees, payments made by developers in lieu of
infrastructure construction, interlocal funds, vehicle license fees and Powell Bill distributions from the state.
Unrestricted revenues are not specific to a certain type or category of project. These revenues can be applied
to any type of project within either the general capital or utility capital designation. Investment income and
utility franchise fees are examples of unrestricted capital reserve revenue sources. Cary minimizes the use of
current year capital reserve revenues to limit the risk of revenue shortfall from variable sources.
Funding Principle. Limit transfers from the general and utility operating funds for capital purposes
Transfers from Cary's operating funds (the general fund and the utility fund) are funding sources that can be
directed toward one-time capital needs. Staff monitors the amount of available fund balance (or savings) within
the operating funds throughout the course of each fiscal year. Project funding needs are evaluated during the
budget process and operating fund transfers of this "one-time" funding source are conservatively applied to
support capital needs.
TOWN OF CARY I FY2023 Budget
273

By the Numbers - The FY 2023 Capital Improvements Budget
The $119,609,293 Fiscal Year 2023 capital improvements budget (CIB) represents a 7.8% increase from
the FY 2022 adopted CIB.
TOTAL RECOMMENDED
FY 2023 CAPITAL BUDGET
$119,609,293
Sewer
S16,126,588
13%
Downtown
S1,0O0,OOO
1%
TOWN OF CARY I FY2023 Budget
274

Utility Capita/ Project funding
Utility capital project appropriations total $31,520,088 in FY 2023. These appropriations are supported by a
variety of funding sources, including:
■ $12.6 million of utility fund transfer funding
■ $15.1 million of water and sewer development fees
■ $2.9 million of interest earnings / other funding
• $0.9 million of municipal partner reimbursements
FY 2023 UTILITY CAPITAL IMPROVEMENTS
FUNDING SOURCES = $31,520,088
Municipal Partner Reimbursements,
$942,575
3%
TOWN OF CARY I FY2023 Budget
276

UTILITY CAPITAL PROJECT DESCRIPTIONS
FY 2023 UTILITY CAPITAL PROJECT DESCRIPTIONS
Brief descriptions of each utility capital project expenditure included in the FY 2023 CIB follow. The
funding amounts indicated in these descriptions apply only to FY 2023. Anticipated operating budget
impacts (staffing and maintenance) associated with each project are noted where applicable. These
impacts reflect inflation for the first full year of operation using an inflation factor of 5%.
UTILITY CIB - SEWER PROJECTS
A. Cary -Apex, Beaver Creek Pump Station Expansion: S250,000
First Year Estimated Operating Costs: None
This project provides funding for the expansion of the Beaver Creek Pump Station. This station is
regionally owned and shared between the towns of Cary and Apex. The purpose of the expansion
is to plan for and meet projected wastewater flow demands in the western sewer service area.
The total cost of the project will be jointly shared between Cary and Apex.
B. Cleaning and Video Survey of Sewer Interceptors: $700,000
First Year Estimated Operating Costs: None
This is a recurring initiative to provide regular maintenance and video inspection of sewer lines 15-
inches and larger in diameter. Cleaning and inspection of sewer lines is part of the ongoing
maintenance program for Cary's wastewater collection system. This work is routinely performed by
Cary's wastewater collection crews on sewer lines 12 inches and smaller in size but would require
a significant expansion in staffing and equipment for larger sewers. This project provides for the
work to be performed on a contract basis with firms having the equipment and expertise to perform
this work effectively.
Cleaning sewer lines removes debris and sediment that restricts flow and could ultimately result
in sanitary sewer overflows. Video inspection provides important information regarding the
condition of sewer lines.
C. Copperleaf Reclaimed Extension: $350,000
First Year Estimated Operating Costs: None
This project will connect a gap in the reclaimed water network, enabling the delivery of reclaimed
water to areas with existing reclaimed water infrastructure such as the Copperleaf subdivision. The
reclaimed water pipeline will be constructed on Morrisville Parkway, between Weldon Ridge
Subdivision and Holland Farm Subdivision.
D. Force Main — Condition Assessment and Maintenance: $500,000
First Year Estimated Operating Costs: None
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This project provides for condition assessments of existing sanitary force mains and preventative
maintenance and repairs at various pump station force mains throughout Cary's wastewater
collection system. Proactive assessment and maintenance of sanitary force mains is necessary to
prevent unplanned repairs and service disruption. Without this project, existing force mains will
continue to deteriorate and force main failures will occur leading to costly sewer system overflows
and service disruptions.
This project is recurring in nature with a $500,000 funding need identified in each year of the
FYs 2022 - 2042 CIB/P.
E. Heavy Duty Equipment Replacement — Sewer: $350,000
First Year Estimated Operating Costs: None
This project supports a "pay-as-you-go" funding strategy that annually sets aside funding necessary
for the replacement of heavy equipment as deemed necessary according to factors such as
schedule, useful life expectancy, repair history, and condition review. Cary's Fleet Management
staff evaluates existing heavy equipment annually and recommends replacement for equipment
that has met its life expectancy based on years, hours, maintenance, and repair. Timely
replacement of equipment enhances operational efficiency and helps ensure operator safety.
F. Morris Branch Pump Station Improvements: S150,000
First Year Estimated Operating Costs: None
This project provides on -going, routine station maintenance and improvements. In FY 2023 gate
and fence improvements are slated to occur at the Morris Branch Pump Station. This station serves
Cary citizens in the western sewer service area. The pump station is located within a neighborhood
community and includes a security fence and gate that limits unauthorized access. The gate and
fence improvements will provide adequate security for the facility.
G. North Cary Water Reclamation Facility (NCWRF) — Ferric Tank Replacement and Improvements: $100,000
First Year Estimated Operating Costs: None
This project will provide for the replacement of an existing Ferric Sulfate and to add a second tank
in building A of the facility at the North Cary Water Reclamation Facility. The North Cary Water
Reclamation Facility is an Advanced Biological Nutrient Removal Facility. The majority of the
Nitrogen and Phosphorous are removed through the use of biology. However, on occasion, it is
necessary to supplement this with the addition of some chemicals to ensure the end product
meets or exceeds the permit expectations and those of the residents of the Town of Cary.
Seasonally, the lack of storage can mean doing without the addition of ferric during critical periods
while waitingon deliveries. This project would replace one existing ferric sulfate tank, add a second
tank to building A, and provide permanent storage for materials currently housed in Building B.
H. North Cary Water Reclamation Facility (NCWRF) — Gate Replacement: $250,000
First Year Estimated Operating Costs: None
This project provides funding for the replacement of gates at the Noth Cary Water Reclamation
Facility. Gates are essential to control flow in the facility, without them equipment can't be isolated
for routine maintenance.
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I. North Cary Water Reclamation Facility (NCWRF) — Submersible Influent Pump Replacement: $150,000
First Year Estimated Operating Costs: None
This project provides funding for the phased replacement of the four submersible pumps beginning
in FY 2022, and again beginning in FY 2037. NCWRF operates and maintains a pumping station
directly adjacent to the facility.
This pumping station, originally constructed in 1984 and upgraded in 1999, conveys 100% of the
influent flow into the treatment facility. The 1999 addition to the station added three submersible
pumps to achieve a maximum daily capacity to 30 million gallons per day (MGD). The fourth pump
was added in 2011. This flow rate is prescribed by the State of North Carolina and required by our
national pollutant discharge elimination system (NPDES) permit. Delaying this project risks
decreased ability to process influent and inefficient facility operation.
Total project cost is estimated at $1,225,000 with $150,000 requested in FY 2023. Additional
appropriations are also identified in the FY 2024 through FY 2042 CIB/P when the estimated
useful life of these pumps has been reached.
J. Old Apex Road Sewer Improvements: $350,000
First Year Estimated Operating Costs: None
This project extends gravity sewer from the Samuel Cary Drive upstream to the West Chatham
Roundabout. This project will eliminate two private pump stations and improve the reliability and
resiliency of the sewer system in this area.
Currently, there are two private pump stations in this area. A pump station at 500 Old Apex Road
serves four lots along Old Apex Road and discharges to a gravity sewer along West Chatham Street
via a 2-inch force main that is routed through the West Chatham Roundabout. This pump station
is problematic and requires considerable maintenance. The presence of the roundabout makes
improvements to the pump station and force main system difficult. Extension of gravity sewer from
Samuel Cary Drive to the West Chatham roundabout will also enable the elimination of a private
pump station at 523 Old Apex Road.
K. Paramount Pump Station Improvement: $1,100,000
First Year Estimated Operating Costs: None
This project provides for the improvement of the Paramount pump station through necessary
upgrades. Based on preliminary findings, the wet well is the limiting factor and no number of other
improvements will overcome the shallow wet well. Replacing this old Smith & Lovelace package
pump station inherited from Morrisville, solves both the wet well fatal flaw, and allows the pump
station to be relocated out of the wetland.
Originally planned as a pump station elimination project, the costs were over 4xthe costto improve
the station. After receiving bids, we regrouped and decided to keep the station and make
improvements to bring it up standards.
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L. Reclaimed Water Extensions and Oversizings: $206,588
First Year Estimated Operating Costs: None
This project provides annual funding for reimbursements to developers for the cost of reclaimed
water line extensions and/or oversizings beyond the needs of their individual projects.
Current Town of Cary policy allows developers to be reimbursed for the cost difference between
installing infrastructure that serves only their needs and installing infrastructure that meets the
Town's need to serve areas outside of the development. Reimbursements to developers are made
upon completion and acceptance of the infrastructure.
Eliminating gaps between developer -installed lines and the existing system expedites the Cary's
ability to provide reclaimed water lines with reclaimed water to the maximum extent possible.
Where gaps exist between existing Cary lines and developer -installed lines, the developer -installed
lines are temporarily fed with potable water until they can be tied into the system.
M. Sanitary Sewer Extensions and Oversizings: $220,000
First Year Estimated Operating Costs: None
Extension projects fund the construction of sanitary sewer lines in areas where links to the existing
network are missing. Oversizing projects provide funding for reimbursements to developers for the
cost of sanitary sewer lines installed to serve needs beyond those of their individual projects.
Extension projects that eliminate gaps between developer -installed lines and the existing system
expedites Cary's ability to handle sanitary sewer needs to the maximum extent possible. Without
this project the ability to extend the system to additional customers is delayed.
Oversizing projects allow developers to be reimbursed for the cost difference between installing
infrastructure that serves only their needs and installing infrastructure that meets Cary's need to
serve areas outside of the development. Reimbursements to developers are made upon
completion and acceptance of the oversized sanitary sewer lines.
N. Sewer System Repair/Rehabilitation: $7,000,000
First Year Estimated Operating Costs: None
This recurring project provides for maintenance of Cary's sewer system. Maintenance includes
sewer main repair/rehabilitation, inflow/infiltration elimination, manhole repair, and force main
discharge manhole coating. Underground camera investigations, pipe cleaning, and other field
observation methods are employed to determine the system's maintenance needs. Repairs
funded through this capital project are larger in scope than what can be performed in-house by
the Utilities department.
Sewer system rehabilitation eliminates inflow and infiltration into the system and keeps Cary's
wastewater collection system operating properly by improving maintenance capability and
eliminating structural deficiencies. Sewer lines and manholes in poor condition are sources of
infiltration and inflow into Cary's wastewater collection system. Failure to adequately maintain
and/or repair such conditions increases the likelihood of service disruption and sewer overflows.
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0. South Cary Water Reclamation Facility (SCWRF) — Generator Replacements: $250,000
First Year Estimated Operating Costs: None
This project provides for the replacement of generators at the South Cary Water Reclamation
Facility. The South Cary Water Reclamation Facility (SCWRF) started operation in 1988 as a 6.4
MGD extended aeration treatment facility with a wastewater sludge lagoon. The original plant
required a single 750 KW Caterpillar 3508 diesel powered generator, referred to as Generator
500, to provide emergency power to the entire plant in the event of unplanned utility power
outages associated with severe weather events (thunderstorms, hurricanes, ice/snow) as well as
other less predictable causes resulting in damage or failures of the utility provider's equipment.
This generator remains in service today. As the population in the southern service area of Cary
grew, SCWRF expanded to a 12.8 MGD Water Reclamation Facility operating an advanced
biological nutrient removal process in 1999. Over time the addition of facilities such as biosolids
thickening storage, reclaimed water treatment and distribution, and thermal biosolids drying
required additional utility power as well as emergency power systems to meet the needs of the
facility. Three additional emergency power generators have been added to the site since 1989 and
currently meet 100% of the power needs of the facilities on the site. This project would replace
the Caterpillar 3508 generator (Generator 500) with an appropriately sized unit, update the switch
gear to meet the needs of the replacement generator, and add supervisory control and data
acquisition (SCADA) monitoring.
P. South Cary Water Reclamation Facility (SCWRF) — Solar Field Upgrades: S225,000
First Year Estimated Operating Costs: None
This project provides for the maintenance of the existing PV (photovoltaic) array - solar facility -
and the area around the installation at the South Cary Water Reclamation Facility.
Without the proper maintenance the PV array will not continue to produce electricity at its designed
capacity
Q. Supervisory Control and Data Acquisition (SCADA) at Pump Stations: $500,000
First Year Estimated Operating Costs: None
This project provides for the expansion of SCADA capabilities to additional pump stations to provide
remote process monitoring. Through SCADA, staff will be able to monitor multiple conditions at the
pump station including status of the pumps, generator, odor control equipment, grinders, rainfall,
and wet well levels.
Expansion of the SCADA system will allow for real-time access to operating data so that system
operators can make better informed decisions. This is especially helpful during inclement weather
and emergencies. SCADA enhances staff efficiency by allowing remote monitoring. Historical data
will be used for trending and making proactive, predictive maintenance and budget decisions.
Total project cost is estimated at $4,650,000 with $900,000 already appropriated and $500,000
requested in FY 2023. The remaining costs are requested at regular intervals during the FY 2023
- FY 2042 CIB/P as equipment and software are projected to reach the end of their useful life.
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R. Swift Creek Pump Station Improvements: S1,450,000
First Year Estimated Operating Costs: None
This project provides funds for improvements to the Swift Creek Pump Station. The Swift Creek
Pump Station has been in operation since 1989 and has a total of 3 generators - (1) 1500 kW
and (2) 1,000 kW generators. Multiple generators are necessary in order to operate the pump
station due to the size of pumps and two different operating voltages supplying the older pumps
(575 volt) and the newer pumps (480 volts). The pump station also contains a series of 4
underground chemical storage tanks that total 11,000 gallons and is used for odor control. This
project is intended to support the replacement of the generators, electrical switch gear, and
chemical storage tank. Funding also includes a contingency for soil remediation in the event
chemical leak is identified. The pump station is located along Holly Springs Road and includes a
perimeter security fence and gate that limits authorized access. Fence improvements will be
needed in order to maintain adequate security measures and for visual standards.
The pump station generator and electrical switch gear has been in place since the pump station
was constructed in 1989. In 2025 the two 1,000 kW generators will have been in service for 36
years and is expected to have in excess of 1,300 hours of run time each. Both generators are
necessary to operate the old pumps. The generators are a standby power supply required by
state permitting for pump station operations when regular utility power is not available. Power
failures occur periodically with strong storms or damage/failure of the energy supplier's
equipment. An alternate and reliable emergency power supply is needed to ensure pump station
operations and meet permit requirements. The chemical storage tank is a single wall plastic
underground tank that will be 36 years old with increased susceptibility to leaks and failure. This
project will evaluate the ability to install one generator with sufficient capacity to run the old
pumps. The newer 1,500 kW generator will remain in place as it serves the new pumps and has
lower run hours with adequate service life still in place. Fence replacement will allow for updates
meeting current Town standards and will be more visually appealing and secure. The fence will
also likely need to be realigned with the new layout with the replacement of the chemical tanks.
S. Walnut Creek PS - Improvements: S200,000
First Year Estimated Operating Costs: None
This project provides funds for improvements to the Walnut Creek Pump Station. The pump
station generator and electrical switch gear has been in place since the pump station was
constructed in 1989. In 2025 the two 1,000 kW generators will have been in service for 36
years and is expected to have in excess of 1,300 hours of run time each. Both generators are
necessary to operate the old pumps. The generators are a standby power supply required by
state permitting for pump station operations when regular utility power is not available. Power
failures occur periodically with strong storms or damage/failure of the energy supplier's
equipment. An alternate and reliable emergency power supply is needed to ensure pump station
operations and meet permit requirements. The chemical storage tank is a single wall plastic
underground tank that will be 36 years old with increased susceptibility to leaks and failure. This
project will evaluate the ability to install one generator with sufficient capacity to run the old
pumps. The newer 1,500 kW generator will remain in place as it serves the new pumps and has
lower run hours with adequate service life still in place. Fence replacement will allow for updates
meeting current Town standards and will be more visually appealing and secure. The fence will
also likely need to be realigned with the new layout with the replacement of the chemical tanks.
The pump station generator and electrical switch gear has been in place since the pump station
was constructed in 1989. In 2026 the generator will have been in service for 37 years and is
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expected to have in excess of 1,000 hours of run time. The generator is a standby power supply
required by state permitting for pump station operations when regular utility power is not
available. Power failures occur periodically with strong storms or damage/failure of the energy
supplier's equipment. An alternate and reliable emergency power supply is needed to ensure
pump station operations and meet permit requirements.
T. Wastewater Collection System Master Plan Update: 5250,000
First Year Estimated Operating Costs: None
This project provides funds to update the Wastewater Collection System Master Plan to ensure
Capital Improvement Program recommendations are based on the most recent system data. This
project follows the completion of Long -Range Water Resources Master Plan update.
This project will keep the Wastewater Collection System Master Plan and model relevant
resources for planning wastewater infrastructure.
Total project cost is estimated at $1 million with $500,000 already appropriated and $250,000
requested in FY 2023. Remaining project costs are identified in the CIB/P based on when the
master plan is projected to need additional updates.
U. Wastewater System — Department of Transportation (DOT) Relocates: $500,000
First Year Estimated Operating Costs: None
This project provides for the relocation of wastewater collection system infrastructure as needed
to accommodate NCDOT construction projects.
Cary maintains an extensive network of utility lines adjacent to or within NCDOT road rights -of -way.
The presence of utilities within NCDOT rights -of -way is authorized by encroachment agreements
between the NCDOT and Cary. Cary is responsible for relocating its utilities if required to facilitate
construction of roadway improvements, such as road widening or realignment.
This project is recurring in nature with various amounts identified in each year of the FY 2023 -
FY 2042 CIB/P.
V. Western Wake Regional Water Reclamation Facility (WWRWRF) —Bio-Filter Media Replacement: $300,000
First Year Estimated Operating Costs: None
This project provides for the replacement of the bio-filter media and ensures efficient odor removal.
WWRWRF is an advanced biological treatment facility located off West Lake Road. All influent from
the southern service area enters the facility through the headworks structure located near the
northern edge of the facility. To remove odors, all incoming wastewater passes through the
headworks structure and receives air treatment via a "ducted" bio-filter.
Replacing aging bio-filter media in a timely manner effectively removes odors and reduces sulfide
levels, extending the service life of the headworks structure. A key element in this ongoing
commitment to remove odors and reduce sulfide levels is the bio-filter, which treats the air after it
is evacuated from the headworks structure. The bio-filter media, the singular component that
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treats and removes the odor causing gases, was installed in 2009 and has a limited life expectancy
of approximately 10 years. This media will be beyond its expected life in FY 2023.
W. Western Wake Regional Water Reclamation Facility (WWRWRF) — Rebuild Jet Aeration and Post Aeration Pumps:
$100,000
First Year Estimated Operating Costs: None
This project provides pump rebuilds for air pumps in each basin and associated post aeration
tanks. The Western Wake Regional Water Reclamation Facility operates an 18 MGD biological
nutrient removal process. The facility has four biological reactor basins with six jet air pumps in
each basin and two post aeration tanks with two jet air pumps in each tank. This stage of the
treatment process depends on the use of jet air pumps for adequately mixing solids with process
air and post aeration pumps for reaeration in the post aeration tank.
These pumps are key components in achieving operational compliance with discharge limits for
biochemical oxygen demand (BOD), total nitrogen and total phosphorous.
Total project cost is estimated at $1,716,000 with $166,000 already appropriated and $100,000
requested in FY 2023. Remaining project costs are identified in the CIP based on when the jet
aeration and post aeration pumps are projected to need additional rebuilds. This facility is jointly
owned and maintained with the Town of Apex who is responsible for 21.3% of the cost with Cary
addressing the remaining 78.7%.
X. Western Wake Regional Water Reclamation Facility — Rebuild / Replace Mixers: $100,000
First Year Estimated Operating Costs: None
This project provides funding to rebuild or replace biological reactor basin mixers based on the
manufacturer's equipment maintenance recommendations. The Western Wake Regional Water
Reclamation Facility (WWWRF) operates an 18 MGD biological nutrient removal process. The
facility has four biological reactor basins with six mixers in each basin. This stage of the treatment
process utilizes equipment that mixes product in the reactor cells, so the microorganism contacts
the organics in the wastewater. These mixers are key components in achieving operational
compliance with discharge limits.
Total project cost is estimated at $1,427,000 with $122,000 already appropriated and $100,000
requested in FY 2023. Remaining project costs are identified in the CIP based on when the mixers
are projected to need additional rebuilds or replacement. This facility is jointly owned and
maintained with the Town of Apex who is responsible for 21.3% of the cost with Cary addressing
the remaining 78.7%.
Y. Western Wake Regional Water Reclamation Facility — NRCY and ARCY Pump Rebuild / Replace: $75,000
First Year Estimated Operating Costs: None
This project provides pump rebuild and replacements at the Western Wake Regional Water
Reclamation Facility. The Western Wake Regional Water Reclamation Facility operates an 18 MGD
Biological Nutrient Removal process. The facility has 4 Biological Reactor Basins with one Nitrified
Recycle (NRCY) and one Anoxic Recycle (ARCY) pump in each basin. This stage of the treatment
process depend on the use of NRCY and ARCY for the reduction of nutrients (total nitrogen and
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total phosphorous). This project provides for the rebuild or replacement of Biological Reactor Basin
NRCY and ARCY pumps.
The Western Wake Regional Water Reclamation Facility operates 4 Biological Reactor Basins with
1 Nitrified Recycle (NRCY) and 1 Anoxic Recycle (ARCY) pumps in each basin. These pumps are
key components to ensure operational compliance to meet the discharge limits for total nitrogen
and total phosphorous. This project provides pump rebuilds the Biological Reactor Basin NRCY
and ARCY pumps.
Z. Western Wake Regional Water Reclamation Facility — Phase II Expansion to 30MGD: $500,000
First Year Estimated Operating Costs: None
UTILITY CIB - WATER PROJECTS
A. Aquastar — Water Meter and Radio Replacements: S1,250,000
First Year Estimated Operating Costs: None
This project provides for the replacement of aging water meters and radios to ensure the Aquastar
infrastructure continues to collect accurate data. The Aquastar system supports water usage data
collection and billing, and the infrastructure needs to be routinely replaced to ensure reliable and
accurate service.
Prior to FY 2021, water meter and radio replacements were funded through the utility fund
operating budget. The $2 million appropriation in FY 2021 was the first of recurring appropriations
to maintain the Aquastar system. Annual requests continue through FY 2029. Appropriation
requests thereafter increase periodically in the CIB/P to anticipate increased costs.
B. Cary/Apex Water Treatment Facility (CAWT9 — Chemical Feed and Biofiltration: $1,250,000
First Year Estimated Operating Costs: None
This project provides funding to convert the treatment process at CAWTF to an ozone/biofiltration
process, utilizing biologically active filters in combination with the facility's ozone system for
advanced treatment of Cary's drinking water. The project will provide significant process
enhancements and capabilities needed to address source water quality challenges and meet
future anticipated drinking water regulations. The project also includes improvements to several
of the facility's chemical systems which were identified as needing upgrade or replacement.
A recent engineering study determined that ozone/biofiltration processes would best address
potential future source water quality challenges and help ensure compliance with potential future
drinking water regulations for removal of contaminants not currently regulated by federal or state
standards. Ozone/biofiltration provides a range of benefits: it provides better removal of taste and
odor, it reduces the potential for microbiological re -growth, and it provides improved chemical
residual. The same engineering study that evaluated biofiltration also recommended upgrades to
the plant's various chemical systems.
Total project cost is estimated at $4,250,000 with $1,000,000 already appropriated in FY 2021
and $2,000,000 in FY 2022. The request of $1,250,000 in FY 2023 is expected to complete this
project. As with all Cary/Apex Water Treatment Facility projects, the Town of Apex is responsible
for 23% of the project cost while Cary addresses the remaining 77%.
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C. Cary/Apex Water Treatment Facility (CAWTO — Jenks Rd 30" and 42" Interconnection: $650,000
First Year Estimated Operating Costs: None
This project provides the design and construction of an interconnection between the existing 42-
inch water main and 30-inch main along Jenks Rd. This project increases the resiliency of the
supply to the CPZ and allows portions of the lines to be isolated for maintenance.
As water demands continue to increase in the Central Pressure Zone, maintaining an adequate
supply becomes more important. Currently any type of emergency or maintenance on either line
requires the entire line to be removed from service between the water plant and distribution
system. This interconnection would allow a portion of these lines to be removed from service while
still utilizing the capacity in the rest of the line.
D. Cary/Apex Water Treatment Facility (CAWTF) — Laboratory Equipment — Total Organic Analyzer Replacement:
S71,500
First Year Estimated Operating Costs: None
This project provides for the purchase of laboratory equipment at CAWTF. Rather than requesting
specific, individual pieces of equipment on a one-off basis, this project provides staff with the
flexibility to purchase equipment as needs arise. Staff will continue to estimate when equipment
will reach the end of their useful life while also considering actual equipment performance as well
as new technologies.
Total project cost is estimated at $680,000. The $77,500 FY 2023 request is to replace a total
organic carbon analyzer. Remaining project costs are identified in the CIB/P based on when
laboratory equipment is projected to reach the end of their useful lives. As with all CAWTF projects,
the Town of Apex is responsible for 23% of the project cost while Cary addresses the remaining
77%.
E. Cary/Apex Water Treatment Facility (CAWTO — Surge Tanks, Raw Water: S300,000
First Year Estimated Operating Costs: None
This project provides surge protection at the raw water pump station at CAWTF. An analysis of
transient pressure in the raw water system indicated the need for additional surge protection at
the raw water pump station. The pump station currently has a single surge tank, which was
installed when the station was built in 1993. This project includes the addition of new surge tanks
at the raw water pump station as well as replacement of the existing surge tank when it reaches
the end of its useful life. The $300,000 of FY 2023 funding is for the design of the project.
As with all CAWTF project, this will be jointly funded with Apex per our existing agreement. Apex
will fund 23% of the project, with the Town funding the remaining 77%.
F. Heavy Duty Equipment Replacement — Water: $200,000
First Year Estimated Operating Costs: None
This project supports an annual funding strategy that regularly sets aside the funds necessary for
the replacement of heavy equipment as deemed necessary according to factors such as schedule,
useful life expectancy, repair history, and condition review. Cary's Fleet Management staff
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evaluates existing heavy equipment annually and recommends replacement for equipment that
has met its life expectancy based on years, hours, maintenance, and repair. Timely replacement
of equipment enhances operational efficiency and helps ensure operator safety.
This project is recurring in nature with various amounts identified in each year of the FYs 2022 -
2042 CIB/P.
G. Jenks Carpenter -Holt Rd Waterline Reinforcement: $1,000,000
This project involves the design and construction of 7,710 LF of 30-inch main parallel to existing
36-inch main along Jenks -Carpenter as well as some sewer relocations. This project increases
supply to the southern portion of the CPZ and is recommended in conjunction with CPZ-2 and CPZ-
3. Included in this work is the design and construction of 2,500 LF of 24" main on Fryar Creek to
Jenks JC, 1,500 LF of 30" main on Lewey Drive and street reconstruction on Fryar Creek.
H. Kildaire Farm Rd Water Line Reinforcement — Central: S2,000,000
This project provides for the design, easement acquisition, permitting and installation of 7,700
linear feet of 16in water line along Kildaire Farm Road between Maynard Road and McEnroe Court
to reinforce the existing line.
I. Roof Assessments and Rehabilitation — Water: $251,000
First Year Estimated Operating Costs: None
This project provides for the routine replacement and/or rehabilitation of water system facility
roofs based on a comprehensive assessment conducted in 2017. Having a comprehensive
assessment allows Cary to proactively plan, identify and prioritize roof maintenance, repair, and
rehabilitation rather than addressing it on an emergency basis. Prior planning also allows for the
investigation of potential cost reducing approaches and helps ensure adequate funds are
available to cover repairs. FY 2022 funding will address design of a roof at the Cary/Apex Water
Treatment Facility.
Total estimated project cost is $2,799,000 with $95,000 already appropriated and $251,000
requested in FY 2023. Remaining project costs are identified in the CIB/P based on the
comprehensive assessment's timing. As with all Cary/Apex Water Treatment Facility projects, the
Town of Apex is responsible for 23% of the project cost while Cary addresses the remaining 77%.
J. Secondary and Cumulative Impacts Master Mitigation Plan: $150,000
This project prepares an update to the Town's Secondary and Cumulative Impacts Master
Mitigation Plan (SCIMMP). The Town's 2005 Memorandum of Agreement with the state simplifies
the Town's Environmental Assessments (EA) or Environmental Impact Statements (EIS), when
required under the NC Environmental Policy Act, by allowing the SCIMMP to be cited rather than
have secondary and cumulative impacts evaluated individually for each Town project where
environmental documents are required. The Memorandum of Agreement requires the SCIMMP to
be updated every 10 years; the prior update was completed in 2014. The SCIMMP Update Project
will utilize Town staff and consultant assistance to evaluate the Town's planning area and
document 2024 conditions with regard to infrastructure master planning, existing conditions,
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status of potential secondary and cumulative impacts, and mitigation measures. This update,
structured similar to an EIS, will cover the period 2025-2034.
K. Upgrade Water Lines: $5,000,000
First Year Estimated Operating Costs: None
This recurring project provides funding for upgrades to existing water lines within Cary's water
system. Cary's Public Works and Utilities staff jointly identify acute needs based on field research
and emergency repair locations. In addition, asset management practices are applied to identify
an annual list of the most pressing water mains to be replaced. This project improves water
distribution service by replacing older and small -sized lines which tend to require more frequent
maintenance.
This project is recurring in nature with various amounts identified in each year of the FY 2023 -
FY 2042 CIB/P.
L. Water line Oversizings: S200,000
First Year Estimated Operating Costs: None
This project provides fundingfor reimbursements to developers forthe cost of water lines installed
to serve needs beyond those of their individual projects. Funds are also utilized to perform
consultant -conducted inspections of developer -built infrastructure prior to Town acceptance.
Current Town policy allows developers to be reimbursed for the cost difference between installing
infrastructure that serves only their needs and installing infrastructure that meets Cary's need to
serve areas outside of the development. Reimbursements to developers are made upon
completion and acceptance of the oversized lines.
This project is recurring in nature with various amounts identified in each year of the FYs 2022 -
2042 CIB/P.
M. Water Main Condition Assessment Program: S50,000
First Year Estimated Operating Costs: None
This project provides funding for The Town of Cary operates and maintains over 960 miles of
water mains of various sizes and types. A general condition assessment of these water mains with
respect to their geographic location, age, soil type and evaluation of their remaining service life
will enable staff to plan for the systematic replacement/rehabilitation of water lines, utilizing
rehabilitation technologies prior to structure failure.
Subsequent year funding would be used to continue testing, assessment and evaluation of the
Town's water mains and to update the priority ranking.
N. Water System — Air Release Valve Replacements: $100,000
First Year Estimated Operating Costs: None
This project provides funding for air release valve testing, inspection and replacement in the water
distribution system. Air release valves are essential to proper operation of the Town's water
distribution system, which is approaching nearly 1,000 miles of distribution pipe. Air release
valves are provided to release air at higher elevations within the water system pipelines. Funding
provided in FYs 2017 - 2019 has been requested to supplement ongoing ARV testing and
FY2023 Budget
314

replacement of aging ARV installations, especially in areas with aging distribution systems with
higher risk of water main breaks.
0. Water System - Critical Water line Locating and Testing: $175,000
First Year Estimated Operating Costs: None
This project provides for locating, identifying, and testing of key water lines critical to overall water
system operations. The primary focus of this project is to locate water transmission lines 12-inches
and larger. Specific smaller diameter lines may also be included. Areas determined by Cary staff
as being in the greatest need of utility locating improvements and/or with water lines at greatest
risk of failure will be located first.
This project is recurring in nature with a $175,000 funding need identified in each year of the
FY 2023 - FY 2042 CIB/P. This level of funding provides for location of 8 to 12 miles of line
coverage per year.
P. Water System — Department of Transportation (DOT) Relocates: $600,000
First Year Estimated Operating Costs: None
This project provides for the relocation of water main infrastructure as needed to accommodate
NCDOT construction projects. Cary is authorized by encroachment agreements to maintain an
extensive network of utility lines adjacent to or within NCDOT road right-of-way. Cary is responsible
for relocating its utilities if required to facilitate construction of roadway improvements, such as
road widening or realignment.
This project is recurring in nature with various amounts identified in each year of the FY 2023 -
FY 2042 CIB/P.
Q. Water System — Extend and Relocate Water Mains and Install Valves: $800,000
First Year Estimated Operating Costs: None
This project will allow for the efficient operation of the water system and provide redundancy in the
system to eliminate the need to discontinue water supply to areas during waterline maintenance.
For relocation projects, a funding mechanism is needed to ensure compliance with encroachment
agreement.
This parent project provides funding for the construction of missing links in the water network
throughout the utility service area, relocation of water lines in conflict with other projects, and
installation of valves as needed within the system.
R. Water System — Lead and Copper Assessment: $250,000
First Year Estimated Operating Costs: None
At the end of 2020, the Environmental Protection Agency announced its Lead and Copper Rule
revisions. While Cary has always remained in compliance with previous provisions, there are many
new requirements such as the development of a lead service line inventory for the entire system
which includes identifying the pipe material on the property owner's side of the meter. Other
changes include a 24-hour notification requirement if lead is found above a certain level and a
requirement to test schools and childcare facilities. Utility staff has been reviewing the new rules
and coordinating with industry leaders. In the fall of 2021, a contract was executed with CDM
�FY2023 Budget
315

Smith to plan how we would remain in compliance. Utility staff will continue to make preparations
to meet the 2024 compliance date.
FY23 requested funding will focus on the development of the lead service line inventory, including
pipe materials on the property owners' side of the meter. A publicly facing database of service line
material will also be created.
S. Water System — Protection Study: $200,000
First Year Estimated Operating Costs: None
This project provides Study to evaluate the operation of the existing water system and provide
options and recommendations for improving interoperability and awareness between the various
facilities and associated infrastructure.
T. Water System - Valve Replacements: $125,000
First Year Estimated Operating Costs: None
This project provides funding to replace aging valves in critical locations within the water
distribution system. Water system valves are critical for proper operation, maintenance, and
emergency response to isolate areas within the water system quickly and efficiently. Cary's water
system now includes more than 30,000 valves. As the system continues to age, proper valve
operation and maintenance is essential to support aging pipeline renewal and replacement; to
provide timely and responsive isolation of water main breaks; and to support routine water system
maintenance operations such as the annual disinfection switchover and flushing program.
Funding is primarily provided for large valves on pipelines 12 inches or larger, including
installations in critical locations. These large valve installations often require contractor assistance
and may require supplemental traffic control and pavement restoration as needed for a complete
and timely installation.
This project is recurring in nature with a $125,000 funding need identified in each year of the FY
2023 - FY 2042 CIB/P.
U. Watershed Protection: $765,000
First Year Estimated Operating Costs: None
This project provides funding for watershed protection efforts in the Jordan Lake watershed. These
efforts will seek to conserve the upstream land, streams, and creeks with the goal of mitigating
rain and storm runoff to protect drinking water supply and quality. Water quality is important to the
efficient, effective operation of the Cary/Apex Water Treatment Facility (CAWTF). Having good water
supply coming into CAWTF results in decreased operating costs.
This project is recurring in nature with a $765,000 funding need identified in each year of the FY
2023 - FY 2042 CIB/P. The appropriation amount is roughly equivalent to 15 cents for every
1,000 gallons consumed by Cary customers.
FY2023 Budget
316

UTILITY CAPITAL RESERVE FUND SUMMARY
Actual Actual Actual Adopted Estimated Adopted
FY 2019 FY 2020 FY 2021 FY 2022 FY 2022 FY 2023
REVENUES
Net Investment Earnings
$3,839,088
$4,306,123
$3,069,334
$2,010,930
$2,010,930
$1,049,926
Water Development Fee
5,483,385
4,089,214
4,639,018
3,792,000
4,229,584
3,905,760
Sewer Development Fee
5,312,071
4,262,137
511,278
5,089,200
5,089,200
5,241,876
Reclaimed Water Development Fee/
Payment in Lieu
(129,528)
33,083
—
—
—
—
Misc. Developer Payments
—
—
—
—
—
—
TOTAL REVENUES
$14,505,016
$12,690,557
$8,21.9,630
$10,892,130
$11,329,714
$10,197,562
OTHER FINANCING SOURCES (USES)
Water Projects Fund
(6,032,960)
(8,621,024)
(8,040,405)
(4,557,262)
(4,557,262)
(7,939,350)
Sewer Projects Fund
(19,276,620)
(10,331,251)
(6,440,737)
(14,218,206)
(14,218,206)
(11,599,500)
Funds Returned to Fund Balance
14,816,567
8,476,455
—
—
—
—
TOTAL OTHER FINANCING
SOURCES (USES)
($10,493,013)
($10,475,820)
($14,481,142)
($18,775,468)
($18,775,468)
($19,538,850)
Net Income (Loss)
4,012,003
2,214,737
(6,261,512)
(7,883,338)
(7,445,754)
(9,341,288)
Net Income (Loss) Adjusted
4,012,003
2,214,737
(6,261,512)
(7,883,338)
(7,445,754)
(9,341,288)
Fund Balance - Start of Year
66,884,468
70,896,471
75,831.598
69,735,977
69,735,977
63,354,059
Prior Year Equity Adjustment
(3,191,676)
(2,997,476)
—
—
—
—
Adjustment to Accrual
194,200
225,377
—
—
—
Net Fiscal Year Estimated Actual Results
—
—
—
—
—
*Net Position - End of Year
$69,663,871
$75,629,033
$73,535,945
$61,852,639
$62,290,223
$54,012,771
**Net Fund Balance - End of Year
$70,896,471
$75,831,598
$69,735,977
$59,326,417
$63,354,059
$55,242,497
U2

FLU SAS = $3 L520,088
Municipal Partner Reimbursements,
$942,575
3%
I 1 II •' I "�� � � I.
I D'614'CQ/. 'i! 1 1ii
Sewer
$16,126,58
323

UTILITY CAPITAL IMPROVEMENTS BUDGET
BY FUNDING SOURCE
Sewer
Cary -Apex, Beaver Creek PS - Expansion
250,000
196,750
53,250
Cleaning and Video Survey Sewer Interceptors
700,000
700,000
-
Copperleaf Reclaimed Extension
350,000
350,000
-
Force Main - Condition Assessment and Maintenance
500,000
500,000
Heavy Duty Equipment Replacement - Sewer
350,000
-
350,000
Morris Branch Pump Station Improvements
150,000
150,000
NCWRF- Ferric Tank Replacement and Improvements
100,000
100,000
NCWRF- Gate Replacement
250,000
250,000
NCWRF -Submersible Influent Pump Replacement
150,000
-
150,000
Old Apex Road Sewer Improvements
350,000
-
350,000
-
Paramount Pump Station Improvements
1,100,000
1,100,000
-
Reclaimed Water Extensions & Oversizings
206,588
-
206,588
Sanitary Sewer Extensions and Oversizings
220,000
220,000
-
Sewer System Repair/Rehabilitation
7,000,000
-
7,000,000
SCWRF- Generator Replacements
250,000
250,000
-
-
SCWRF- Solar Field Upgrades
225,000
-
225,000
SCADA at Pump Stations
500,000
500,000
Swift Creek Pump Station Improvements
1,450,000
1,450,000
Walnut Creek Pump Station Improvements
200,000
200,000
Wastewater Collection System - Master Plan Update
250,000
250,000
Wastewater System - DOT Relocates
500,000
500,000
WWRWRF- Biofilter Media Replacementfor Odor Control
300,000
198,000
102,000
WWRWRF-Jet & Post Aeration Pumps Rebuild/Replace
100,000
66,000
34,000
WWRWRF- Mixers Rebuild/Replace Mixers
100,000
-
66,000
34,000
WWRWRF- NRCY and ARCY Pump Rebuild/Replace
75,000
1 49,500
-
25,500
WWRWRF- Phase II Expansion to 30MGD
TOTALr
500,000
-
it
330,0001
$5,608,338rr
r0r
1 170,000
$418,750
324

ATTATCHMENT F
Public Works - Operations Division
STANDARD PROCEDURE
Sanitary Sewer Overflow Cleanup and Pumping
Procedures
10..6&1:6
Standard Procedure No. OPS-006
Effective: Jan, 2020 revision 11
Supersedes: Jan, 2016 revision 10
Prepared by: Paul Campbell
Title: Wastewater Collections System
Operator
Approved: Jim Hallowes, Operations
Division Manager
To protect the citizens of Cary and Morrisville, North Carolina and the environment by ensuring a
timely and thorough response to sanitary sewer overflows (SSO).
SCOPE:
This procedure applies to all Operations Division employees that, in the course of their work may deal
with SSOs. Operations Division staff will use the National Incident Management System (NIMS)
command and control model to manage and control spill events. For larger spill events division staff
will fully support the Incident Commander. At a minimum, these procedures will be reviewed on a
semi-annual basis or whenever revised guidance from county, state or federal authorities dictate a
revision is necessary.
PROCEDURE:
Containment
Upon learning of such an occurrence, the first priority shall be to assess the situation and mobilize
resources necessary to remove the blockage, or establish bypass pumping operations, contain the
SSO and stabilize the overflow condition as quickly as possible to limit the overflow volume.
Notification should be made to the on call BUORC at this time.
As soon as the extent of the SSO has been determined, a containment berm or a dam shall be
established at the lower edge of the sanitary sewer overflow or at an area that meets the needs of
containment and clean-up operations. The containment dam shall be large enough to prevent
breaching in dry weather.

Force Main or Inaccessible Gravity Sewer Spill (Below 12" Sewer Mains)
1. In the event a spill occurs at a pump station with no bypass capability, or at a force main or gravity
sewer where no access to a dump point exists, pump and haul or bypass operations will be
considered. For smaller pump stations, pump and haul operations may be sustained with the
Town's own jet -vacuum trucks or utilizing Contract septic tank pumper trucks as needed to stop
the spill.
2. When contract pump and haul operations are deemed the best solution, sewer will be collected
from the closest tanker access point for continuous loading operations while causing minimum
environmental damage. Consideration should be made for traffic control, noise, access etc.
3. 24-HR Contract Pump Service Providers:
a. Xylem / 919-661-6061 - Office
300 Sigma Drive
Garner, NC 27529
b. United Rentals / 919-778-2743
2963 US Highway 13 North
Goldsboro, NC 27534
Cell Phone # [phone]
(Chris Lord)
Cell Phone # [phone]
(Tyler Daniel)
c. Sunbelt Rentals / 919-453-5050 Cell Phone # [phone]
2708 Connector Dr. (Blake Horne)
Wake Forest, NC 27587
4. 24-HR Pump and Haul Tanker Services
a. Granville Farms Phone # [phone] Contact Person - Jason Smith
b. Shamrock Environmental Phone # [phone] Contact Person — Willie Harrington
c. Lyon's Septic Tank Phone # [phone] Contact Person — Greg Lyon's
After Hours — 919-491-4965 Contact Person — Greg Lyon's
*See attached Pump and Haul form
Larger Sewer Pipelines (12-inches in diameter and larger)
1. When SSO's occur on pipelines 12 inches in diameter or greater, the first priority shall be placed
on containing and stopping the spill.
2. When addressing SSO's on larger sewer lines, the BUORC or Equivalent will direct spill response
personnel to mobilize bypass pumping and piping equipment and establish bypass pumping
operations immediately upon notice.
3. Following spill containment and bypass pumping, the pipeline shall be inspected to determine
the cause of spilling. Potential causes of spilling on larger lines include; plugging, pipe collapse,
structural failures, and larger debris and obstructions that may not be cleared by jetting alone and
more often require excavation and repair operations.
4. Upon establishing a bypass operation and containing the sewer flows, follow up repair and
blockage removal operations shall be started.
2

Private Sewer Spills
1. A private sewer spill is an overflow of wastewater from the customer's plumbing system (residential or
commercial), where the sewer overflow is not due to a blockage or backup in the Town's wastewater
collection system.
2. As a first responder to a private sewer spill, attempt to identify the location and origin of the sewer
blockage. If identified on the Town's wastewater collection system, SSO cleanup and pumping
procedure (SOP OPS-006) will be followed. If identified on the private plumbing system, the customer
and/or property owner will be notified as soon as possible. The customer/owner will be asked to
minimize or stop wastewater discharges, if possible, to reduce or stop the sewer overflow. In the case
where Town staff are dealing with a tenant of a house or building, the property owner should be
contacted.
3. For private sewer spills, Town staff should take reasonable measures to help prevent or minimize sewer
discharges to protect help protect public health or discharges to the stormwater system.
4. First Responders shall contact the ORC/Back-up ORC to report the spill.
5. If sewer has entered a stormwater system, the ORC / BUORC will notify the Town's Stormwater
Department. Notifying Todd Hoefler (919460-4934 office / 919-621-6469 cell) if the spill reaches a
storm drain and/or surface water. The Stormwater Department will take lead in coordinating with the
customer/owner regarding the private sewer spill and notifications to Wake County Environmental
Services. Stormwater Department will discuss cleanup arrangements with Wake County Environmental
Services.
6. If the private sewer spill occurs at a food service establishment (ie: restaurant) or there is a unique
situation on the cause of the cause of the blockage, the ORC / BUORC will contact the Pretreatment
Division (Don Johnson) at [phone] or 311 Call Center / Citizen Advocate at (311) or 919-469-
4000. To reach Pretreatment Division staff by cell phone.
a. Pretreatment Staff will discuss cleanup arrangements with Cary Storm Water (Todd Hoefler —
919-621-6469) and will assess Sewer Use Ordinance provisions for enforcement. Note: Cary
Storm Water Group through the Town's Storm Water permit has over private sewer spill cleanup
and enforcement on private property in Wake County.
7. In cases where the customer/property owner fails to respond to cleanup responsibilities as
communicated by the Town's Stormwater Department, proceed as follows:
a. If the topic of shutting off potable water to the business is discussed, approval from either the
PW or UT Director is required before proceeding.
b. In cases where there is an imminent public health or environmental threat, the ORC / BUORC
may authorize reasonable measures to address the threat. ORC shall notify the PW or UT
Director under these conditions.
c. If a cleanup request is made from Wake County Environmental Services or the Stormwater
Division, the ORC / BUORC will secure approval from the PW or Wastewater Collections
Program Division Manager before proceeding. Private sewer spills should normally be cleaned
up by the property owner or by means of a private contractor.
d. If Town cleanup is approved, inform the property owner that all Town costs associated with the
private sewer spill cleanup will be billed to the property owner and proceed with cleanup
procedures as warranted.
3

On Asphalt or Concrete
1. Set up containment at or near the storm drainage system; do not let the spill enter drainage
structures.
2. Put up "Danger Do Not Enter," tape around the SSO area.
3. Spread dry sand (or absorbent material) to a depth of 1 inch. Let stand for one hour and sweep
up. If moisture or grease is still present, repeat procedure.
4. After removing the contaminated material, wash down the area with high water pressure and a
mild bleach solution (Clorox/water mixture) then pump residue back into the sewer system.
Transport wet sand to drying beds at the Old Public Works site and dispose of (after drying) at the
Wake County Landfill.
5. If the spill enters a storm drainage structure, refer to creek procedure.
In Creek or Stream
1. Take conductivity and dissolved oxygen (DO) readings of the receiving stream to determine the
proper placement of dam within the intervals on the Conductivity Readings Form. While taking
the conductivity readings, be sure to record them on the Conductivity Readings Form. The
dam needs to be constructed near a manhole or at a location which is accessible to the
jet/vacuum truck. Placement of the dam should be at a point where the lowest conductivity
reading is measured.
2. Build the dam using dirt that is capable of handling creek and hydrant flow without breaching
during dry weather conditions. Position two pumps at the dam capable of handling creek and
hydrant flow with one pump in use and the second as backup. Have backhoe at the site with
additional material at all times so the earthen dam can be rebuilt if a breach does occur.
There will be two workers at the pump site at all times during pumping operations. Pump
SSO release from the dam into the manhole.
3. Put up warning tape," Danger Do Not Enter," from the SSO site to the pump site on both sides of
the creek in populated areas. In unpopulated areas restrict access where there is any chance of
human contact with the SSO.
4. Flush the stream with de -chlorinated water from a sufficient number of hydrants to remove waste
product from the creek. Continue to pump and flush stream until conductivity measurements or
readings are below 250 pohms/centimeter (ambient local background level) or equivalent to
upstream receiving stream or de -chlorinated hydrant water conductivity readings, whichever is
higher. Make sure that all readings taken during clean up are recorded on the Conductivity
Readings Form and taken within the intervals on the form.
5. If rip -rap is in the creek wash it down with high water pressure until there is no waste residue
remaining on, or within the rip -rap structure. If sludge is in the creek, broom the creek bottom and
sides until there is no waste residue remaining.
6. If the creek flows into a body of water used for recreation and/or a drinking water supply notify
affected county, state and local officials as soon as the problem is discovered. If this happens
refer to pond or lake procedure.
4

In Pond or Lake
Put up warning tape "Danger Do Not Enter," on the shoreline of the contaminated area. Make a
visual assessment of pond/lake looking for signs of dead fish, floating debris, sludge, etc. Begin
water quality assessment and testing. Obtain a boat and disinfect boat bottom by spraying bottom
with a weak chlorine solution before launching to begin water quality assessment and testing:
Make every effort not to contaminate the boat's bottom prior to launching into pond or lake. Use
proper and appropriate sampling procedures to collect water samples of the lake or pond
1. In a small pond (typically five acre feet or less), take conductivity and Dissolved Oxygen (D.O.)
readings, notating them on the Conductivity Readings Form. Using ammonia test strips take
readings around the entire circumference of the lake. Attach the test strips to the end of a 10 foot
pole and, standing on the shore, immerse the end of the pole with the test strip into the water,
retract the pole and make the ammonia measurement, in mg/L by colorimetric comparison to the
test's reference chart.
2. Construct an earthen dam and set up pumping operations below the dam if spillage from the pond
has gone beyond the drainage structure/pipe. The dam should be constructed near the closest
manhole capable of receiving pump discharge. Collect fecal coliform samples at SSO release
entry point, center of pond and at the drainage structure. This could be a pipe, dam, spillway,
controlled release device, or other water release and/or impoundment drainage configuration.
3. Unless situational conditions prevent doing so, samples for fecal coliform bacteria should be
taken from a boat, opposite the side or end of the boat creating any wake, and not near the
shoreline. Maintaining sterile conditions relative to sampling procedures will be closely observed
by all staff involved with actual sample collection.
4. In a large pond or a lake (five acre feet or greater), take upstream conductivity, Dissolved Oxygen
(D.O.) and ammonia strip test readings from a boat to establish a water quality baseline.
Readings and a fecal coliform sample should be taken at an area up stream that represents
"normal" water quality for the pond. Take additional readings at the spill site and 300 ft intervals
with a final reading taken at the drainage structure/spillway. All readings should be recorded on
the Conductivity Readings Form.
5. Collect fecal coliform samples where the SSO release entered the lake/pond, one midway and the
last sample at the drainage structure/spillway. Additional samples may be needed depending on
the size of pond or lake. Set up pumping operations below the dam if spillage has gone beyond
the drainage structure/spillway. Otherwise, pump from the pond/lake into the closest manhole
capable of receiving pump discharge. (Note) Coli form samples should be taken from a boat and
not near the shoreline.
6. Continue periodic monitoring of conductivity, Dissolved Oxygen (D.O.) and ammonia strip test
readings. All additional readings should be notated on the Conductivity Readings Form.
Take additional fecal coliform every 24 hours as needed until the pond/lake is restored to pre -
event condition.
5

Outfall
1. Put up warning tape, "Danger Do Not Enter," around the SSO site.
2. In open areas spread powdered lime heavily over the spill site, till into the ground then repeat the
procedure. Seed disturbed area(s) then place straw over the tilled area. Soil may need to be
removed and replaced with clean fill materials for a large spill where the ground has become
saturated.
3. In areas where there is undergrowth or small trees wash the area with large amounts of water.
Flush water into the creek towards the pump site until no waste remains then lime the area
heavily. Apply lime when flushing has been completed but do not get lime in the creek. Do not
apply lime when the weather forecast is predicting heavy rainfall.
In Citizen's Yard
1. Till the area whenever possible. Apply lime, seed, and straw.
2. If not able to till, apply lime and two inches of topsoil and mix thoroughly. Lime again lightly, then
seed, and cover with straw.
S.S.O REPORTING PROCEDURES
1. Upon discovery of a possible SSO. site during normal duty hours, notify the Wastewater
Collections shop by radio or at the telephone numbers below:
Shop: 919-319-4544
Shop: 919-462-2000
Paul Campbell (cell) 919-418-9408
Tom Lubcker (cell) 919-538-2755
Ward Renfrow (cell) 919-457-2559
Chad Lemke(cell) 919-795-7089
Shop: 919-319-4571
Shop: 919-319-4558
James Bass (cell) 919-630-6732
Taylor McDaniel (cell) 919-337-2156
Gary Jarrett (cell) 919-621-8235
Jim Hallowes (cell) 919-444-4648
2. After normal duty hours contact the on call BUORC. In the event that the on call BUORC
cannot be reached, contact Donald Smith at the numbers listed below. In the event that
Donald Smith can't be reached, notify Paul Campbell at the numbers listed below. In the
event that these individuals cannot be reached, call Town of Cary Telecommunications
Center at 919-469-4013.
BUORC — cell number [phone]
• Donald Smith — cell number [phone] / home number [phone]
• Paul Campbell — cell number [phone] / home number [phone]
3. SSO Contact Monitors (ORC/BUORC) will be the primary interface between the Town of Cary and
the State of North Carolina Department of Water Quality and the Wake County Department of
Environmental Services on all SSO matters.
6

4. SSO Contact Monitors will report overflows from any sewer line or pump station, or the bypass of
any wastewater treatment system or any component thereof. This requirement applies in the
following cases:
5. SSO Contact Monitors will notify the Operations Manager of any SSO that falls within the
parameters listed below:
• Any spill, regardless of the volume, where wastewater reaches the surface waters of the State.
• SSO. Contact Monitors are required to provide an oral report regarding reportable spills to the
appropriate NC DWQ Regional Office as soon as possible, but in no case later than 24 hours
following the spill event.
After normal duty hours, the Wastewater System Operator may be reached at 919-418-9408 and
the Operations Manager may be reached at 919-444-4648.
The Operations Manager will be responsible for notifying the Director of Public Works.
6. Additionally, if a spill occurs after normal business hours, the event must be reported during the
next working day. Should a spill occur after hours which reaches the surface waters and/or it may
be considered as either an environmental or health hazard, the report must be made immediately
to the Division of Emergency Management at 1-800-858-0368. Their office will contact
appropriate Division of Water Quality staff.
7. A written report (see attached form) must be submitted to the appropriate regional office within five
(5) days from the time that The Town of Cary becomes aware of the spill occurrence. All parts of
the form must be completed in detail and submitted either at the time of the oral report or within
the required five (5) days.
Resources
1. Materials and equipment available at the Operations Center for containment and clean-up
operations include the following. -
Portable electric power generators
Power cables
Portable electric lights
Electric submersible pumps
Diesel and gasoline powered
Centrifugal semi -pumps
Skid Steer with attachments
Flexible pump suction and
Discharge pipe with quick
Disconnect couplings / 6" fill stand
Powdered limestone
(2) 6" Centrifugal semi -trash pumps
w/camlock fittings located
at the North Plant
(2) 6" Centrifugal dri-prime pumps
w/bauer fittings located at PW's site.
(2) 2" semi -trash pumps with camlock
Fittings located at PW's site.
(1) 6" Fill Stand located at Dixon Yard
Hydraulic powered sewer jet
and vacuum truck
Tractor backhoe with front
end loader
Crawler front end loader
Dump trucks
DR Mowers
Tractor truck and Lowboy
trailer
9 and 20 ton trailers (Backhoe)
Tractors and implements
(1) 6" Sound Attenuated Centrifugal
semi -trash pump w/camlock fittings
located at the South Plant
(2) 4" semi -trash pumps with Bauer fittings
Located at PW's site.
(1) 8" Sound Attenuated Centrifugal dri-
Prime pump located at the North Plant
7

Equipment available from the Fire Department upon request includes:
Fire hose for flushing
Fire hydrant water meter and valves
Manpower to lay out hoses
2. If deemed necessary for the protection of the environment, the Public Works Director or incident
commander will mobilize personnel, equipment and materials from other Town departments.
3. A sewage spill is classified as an emergency condition and as such the emergency purchasing
procedures as contained in the Town's Standard Procedures Manual may be used as required.
Water Quality: In -Stream Monitoring Devices
Dissolved oxygen — LCD readout, battery powered
Make: Yellow Springs Instruments (YSI) or equivalent
Model: 85 or equivalent
Range- 0 — 20 mg/L
Accuracy: ±0.3 mg/L
Temperature range: -5 to 45 degrees Celsius
5� $5 offers simultaneous dissolved
gen, conductivity, salinity, and temperature
eosurement For dots -logging applications,
the unit stores up to 50 data sets in non-volatile
memory with ID Features include easy -to -
install, screwon cap membranes, automatic
salinity compensation for DO, autoranging
for fast, accurate conductivity measurement,
and a super -stable 4-electrode conductivity cell
2. Conductivity — LCD readout, battery operated
Make: Yellow Springs Instruments (YSI) or equivalent
Model: 85 or equivalent
Range: 0 — 200 mS
Temperature range: -6 to 65 degrees Celsius
Accuracy: ±0.5% fs
Conductivity — Make: Hach — Model C0150 Test Meter
Hach — Model Ion 156 Test Meter
Water Quality: In -stream Monitoring Devices
Test strips for tracking ammonia plume in pond/lake settings
Manufacturer: HACH
Range: 0 — 6 mg/L
Type: colorimetric

TOWN OF CARY - UTILITY SYSTEMS MAINTENANCE
WASTEWATER PUMP STATIONS
001 Swift Creek
Antx
E
7802 Holly Springs Rd. Cary, 27518
1
M
910089419925
002
Walnut Creek
Antx
1100 Buck Jones Rd. Raleigh, 27606
1
910089486380
003
Kit Creek
Antx
11305 Green Level Church Rd. Cary, 27519
1
910036402193
004
White Oak
919-387-7745
2505 NC 55 Hwy. Cary, 27519
*9#
910036402193 / 910089426049
005
Nelson
Antx
4908 Nelson Rd. Morrisville, 27560
1
910089459139
006
Crossroads
Antx
401 Crossroads Blvd. Cary, 27518
1
910089436075
007
Glenmitt Stone
Antx
4139 Mittglen Ln. Cary, 27518
1
910089540371
008
Fieldstone
919-387-3693
108 Panoramic Ct. Cary, 27519
*9#
910089501598
009
1 40
Antx
351 SAS Campus Dr. Cary, 27513
1
910089645444
010
Glenridge
Antx
306 Copper Hill Dr. Cary, 27518
1
910089433147
Oil
Jones Franklin
Antx
2104 Jones Franklin Rd. Cary, 27518
1
910089518357
012
Medfield
Antx
1401 112 Baker Rd. Raleigh, 27607
1
9100-89474039
013
Blanche
Antx
6106 Blanche Dr. Raleigh, 27606
1
9100-89383342
014
Talloway
Antx
2005 1/2 Talloway Dr. Cary, 27511
1
9100-89657050
015
Gateway Center
Antx
1317 Aviation Pkwy. Morrisville, 27560
*9#
910089669989
O16
RDU Center
919-840-9532
3101 RDU Center Dr. Morrisville, 27560
*9#
910089565445
018
Ronaldsby
919-467-2362
223 Ronaldsby Dr. Cary, 27511
*9#
910089384327
019
Morris Branch
Antx
251 Beckingham Loop Cary, 27519
1
9100-89664794
020
Carystone
919-467-5251
220 1/2 Kristin Ct. Cary, 27513
*9#
910089508719
021
Thresher
Antx
107 Thresher Ct. Cary, 27513
1
9100-89462994
024
Holly Brook
Antx
4908 Holly Brook Dr. Apex, 27539
*9#
"9100-89458675
025
Rocky Branch
Antx
205 Drakewood Place Cary, 27518
*9#
910089462267
028
Cary Glen
919-467-4434
319 Belles Landing Ct. Cary, 27519
*9#
9100-89608184
030
Grey Hawk
Antx
611 Hawks Ridge Ct. Apex, 27539
1
910089592670
031
Terrington
919-851-1682
5956 Terrington Ln. Raleigh, 27606
*9#
910089400007
032
Park at West Lake
919-779-5028
4900 W. Lake Rd. Apex, 27539
*9#
Power Provided from SCWRF Plant
033
Forest Oaks
Antx
2586 New Hope Church Rd. Cary, 27519
1
910089401389
034
Copperleaf
Antx
7055 Copperleaf PI. Cary, 27519
*9#
910089373887 / 910089584860
035
West Cary
Antx
3905 Green Level W Rd. Apex, 27523
1
910089463416
036
Beaver Creek
Antx
2916 Olive Chapel Rd. Apex, 27502
1
181098-002 (Town of Apex)
038
Lower Breckenridge
919-469-7818
650 Willingham Rd. Morrisville, 27560
*9#
910089383003
039
Terrace 11
919-469-7819
598 Walnut Woods Dr. Morrisville, 27560
*9#
040
West Breckenridge
919-380-2123
820 Parkside Valley Dr. Morrisville, 27560
*9#
910089468651
042
Aviation Parkway
Antx
414 Aviation Pkwy. Morrisville, 27560
1
910089421193
044
Paramount
919-380-2125
5180 Paramount Pkwy. Morrisville, 27560
*9#
910089452885
046
Perimeter Park
Antx
350 Perimeter Park Dr. Morrisville, 27560
1
910089516909
048
Kitts Creek
Antx
539 Durants Nck Wy. Morrisville, 27560
1
910036402119
050
Aventon
Antx
2125 Aventon Ln. Morrisville, 27560
1
910036402284
051
Misty Groves
919-380-8109
323 Misty Groves Cir. Morrisville, 27560
*9#
910089657307
052
Vandiver
Antx
2429 Vandiver Way Apex, 27523
1
910089585324
053
Destin
Antx
85 Journeys Rest Ln. Apex, 27523
1
9100-92744815
054
Weddington
Antx
4205 Dominion Crest Drive
1
WASTEWATER METER SITES

WWM 01
0-
Austin Foods read onl
E__ 1-
1 QualityLane
0 0
No functions at this site
NA
WWM 02
Tower view
199 Towerview Court
No functions at this site
NA
WWM 04
Weston Estates
111 Dela lane Court
No functions at this site
344 071 8355
WWM 05
Hamlet in the Park
823 Hamlet Park Drive
No functions at this site
112 074 0087
WWM 06
Alta Seasons
98 Summer Sky Drive
No functions at this site
139 367 5085
WWM 07
Kit Creek Metering Site
6204 S Alston Avenue
No functions at this site
2034161367
Duke Pwr
WWM 08
Biogen Sampling Site
5000 Davis Drive
No functions at this site
1667725135
Duke Pwr
FLOW CONTROL VALVES
CODE NAME ADDRESS
FCV01 Holt
Lake Pine
nnnR CONTROL STATIONS
CODE
NAME
Phone
ADDRESS
STATION SERVICED
OCS 01
Bellewood
[phone]
1508 Sabino Drive
OCS 02
Woodlands Odor Control
[phone]
7748 Mills Rd.
OCS 03
Wimberly Rd
Wimberly Rd (WTP)
West Cary
OCS 04
All saints Place
All Saints Place
Blanche
OCS 05
Lawdraker Drive
Lawdraker Drive
Swift (new)
OCS 06
Holly Springs Rd
6825 Holly Springs Road
Terrington
OCS 07
Ten Ten & Holly Springs
Ten -Ten & Holly Springs Rd
Swift
OCS 08
Holly Springs Rd & South Briar Dr
Swift
OCS 09
Green Level Church Rd & Carpenter
Fire Station Rd
Kit Creek & Morris
Branch
OCS 10
Green Level Church Rd & Ridgefield
Kit Creek
OCS 11
Green Level Church Rd & Hwy 55
Kit Creek (old)
OCS 12
Green Level Church Rd & Green Hope
School Rd # 1
Kit Creek & Morris
Branch
OCS 13
Green Level Church Rd & Green Hope
School Rd # 2
Kit Creek & Morris
Branch
OCS 14
Walnut St & Piney Plains Rd
Walnut (new)
OCS 15
Walnut St & Dillard Dr
Jones Franklin
#1 Cell Phone Emergency Dialer Unit 919-257-3040
10

SSO Telephone Contact Numbers
State of North Carolina
Division of Water Resources: [phone]
State of North Carolina
Division of Emergency Management
(For after hour spills that reach a waterway) 1-800-858-0368 or 919-733-3300
(For Private SSO's contact Todd Hoefler / Cary)
Stormwater Department
Todd Hoefler — Cell 919-621-6469 / todd.hoefler(a�carync.gov
Office [phone]
Collections System Operator
Paul Campbell
Office [phone]
Cell [phone]
Operations Coordinator
Bill Roy
Office [phone]
Cell [phone]
Operations Division Manager
Jim Hallowes
Office [phone]
Cell [phone]
Utilities Director
Jamie Revels
Office [phone]
Cell [phone]
Wastewater Collections System Manager
Donald Smith
Office [phone]
Cell [phone]
USM Operations Specialist
Rob Garner
Office [phone]
Cell [phone]
Public Works Director
Matt Flynn
Office [phone]
Cell [phone]
Crabtree Lake
Park Manager (Drew Cade / [phone]
Silver Lake
Omega Management
Contact Persons:
Primary (Alexis Lewis [phone] - Alexis(a�omegamgmt.com)
Secondary (Tom Neal — Tom(a)omegamgmt.com — Manager)
US Army Corps of Engineers (919 542-4501) (ext 28)

"Warning" to Residents
of
Name of Water Body
Sanitary Sewer Spill
A sewage spill has occurred upstream from your residence and some
quantity of sewage has entered "Name of Water Body". Town of Cary
employees have eliminated the source of the spillage and are monitoring
water quality in the Lake.
As a precautionary measure, residents of "Name of Water Body" and
their guests are urged to avoid contact with the water of the lake until
further notice. Pets should be kept away from the water as well.
The Town of Cary is making every effort possible to quickly restore
the quality of water in the lake. We will notify you when our tests indicate
that the lake water quality is normal. Please call 311 weekdays from 8:00
A.M. until 5:00 P.M. for additional information.
Example - "Notice of Sewer Spill"
12

RECEIVED
MAY 2 2 2023
"Notice" to ResidMEQ/DWR/NPDES
of
Name of Water Bodv
Sanitary Sewer Spill Update
A sewage spill occurred upstream from your residence on "date of
spill" and some quantity of sewage entered Name Body of Water. Town
of Cary employees eliminated the source of the spillage, performed site
cleanup and have been monitoring water quality in the Lake daily.
Our testing is complete and we are pleased to report that the quality
of water in Name Body of Water has returned to its pre spill condition
Please call 311 weekdays from 8:00 A.M. until 5:00 P.M. for
additional information.
Example - "Notice of Sewer Spill Update"
13

Spill and Conductivity Reporting Form
Location of Spill:
Time of Spill: AM or PM
Time of Clearing Spill: AM or PM
Cause of Spill:
Amount of Spill:
Did Spill Reach a Surface Water:
Surface Water Name:
Time and Date Cleanup began:_
Time and Date Cleanup finished:.
Time the BUORC was notified:
Date of Spill:
Date of Clearing Spill:
Gallons Lost
Yes or No
I"u ff $TA '
Conductivity Readings
*De -chlorinated Water Reading (Base Line)
Initial Reading
2"d Reading
3rd Reading
Epla Point
Time recorded
50' Up Steam
Time recorded
50' Down Stream
Time recorded
100' Down Stream
Time recorded
150' Down Stream
Time recorded
200' Down Stream
Time recorded
250' Down Stream
Time recorded
* Note: 2"dI and 3' readings are to be taken during clean up.* More reading may be necessary
depending upon the size of spill and the time period in which the stream is being flushed to
maintain water quality.
*De -chlorinated water used in Cleanup of Spill Gallons
14

Date:
_ of
Tanker License
Tanker Company Capacity Driver's Name Plate # Destination Time Loaded
15

ATTACHMENT G
Swift Creek Pump Station
Contingency Plan
UPDATED APRIL 2023
Specified Conditions — 23,000,000 Gallons per Day (Build Out Flow)
Peak Flow—15,972 gal/minute
Total Dynamic Head - 200
Situation: Swift Creek Pump Station is a major regional station that collects wastewater flow via a 40"
gravity outfall line. The station also collects sewer from the Birklands via an 8" gravity main. Swift
Creek Pump Station has two Parallel (36") DIP Force Mains. Sewer can be pumped using either force
main. Both sewer mains pump two miles uphill on Holly Springs Road to the intersection of Ten Ten
Road. At this point, one continues down Holly Springs Rd where it breaks to gravity and ties into
manhole #SP76011003 where it continues on to the South Cary Water Reclamation Facility as a 42"
gravity sewer that induces into a 48" by way of the Camp Branch Outfall. The second parallel (36")
force main turns down Ten Ten Road for '/z a mile where it makes (2) 45 deg turns to the right on
Lawdraker Road. It follows Lawdraker Road for (.62) of a mile where it breaks to gravity and ties into
manhole #SP76016001 that continues (1.45 miles) where it continues to manhole #SP66912014 that
ties into Camp Branch Outfall.
Downstream Impact: Swift Creek/Lake Wheeler/Lake Benson
Sewer Bypass Plan: Emergency connections do exist at the Swift Creek Pump Station. In the event of
a station failure IMWDIATE ACTION is required to organize bypass pumping. Two (HL-250M)
12" pumps will be required. One would be the primary pump and the second would be the secondary
pump. HDPE pipe will be required to make connections from the 12" pump to the bypass connections
OR a large-scale pump and haul operation if a bypass cannot be made or if a line failure occurs that
requires dewatering the line between the pump station on Holly Springs Road and either ridgeline of
parallel force mains that transfers wastewater to the Camp Branch Outfall.
Bypass Pumping: A bypass pipe with valve is in place near the edge of Holly Springs Road however
no manifold to connect emergency pumps exist at this time. Refer to Godwin Pump planning
documents.
Pump and Haul: The magnitude of pump and haul operations requires closing Holly Springs Road to
all non essential traffic as soon as pumps, tankers and fill stands are on site and operational. Refer to
SWIFT CREEK PUMP STATION DETOUR PLAN (attached) for closing Holly Springs Road.
Initial CRITICAL TASKS must be overlapped and include directing emergency delivery of
• Pump and haul tankers to haul sewage (see addendum for contacts)
• Fill Stands to load tankers
• Six inch pumps with associated fittings and hose to draw sewage from wet wells (four pumps
required)
• Holly Springs Road Closure signage/cone/barriers
• Media Release

Pump and Haul Tankers: A minimum of 24 tankers will be needed for around the clock operations.
Tankers rated at 6,500 gallon capacity (minimum) are needed to transport station flow to dump points
located at the YMCA at 8921 Holly Springs Road (manhole # SP76011028) and the South Cary
Water Reclamation Facility (manhole # 67913010). Night lighting, fuel and staff to marshal tankers
will be needed for extended operations. Haul time to and from the YMCA is approximately 25
minutes. Haul time to and from the South Cary Water Reclamation Facility is approximately 30
minutes. Delays can be expected if tankers have to wait to dump sewage at these dump points.
Fill Stands: Four fill stands are needed to fill tankers maintain flow rates and pump and haul
efficiency. Fill stands can be provided by contracted tanker firms or local pump suppliers. Two
employees are required at each fill stand and communications from the pump operators to fill stand
operators must be unimpeded. Headsets for pump operators and spare radios/batteries/and flashlights
will be need for extended operations. Two pump and haul supervisors are needed to supervise tanker
loading and unloading operations. Two staff members are needed at each sewage dump site.
Six inch Pumps: Four six inch dry prime pumps are needed to transport sewer from wet wells to the
fill stands. Each pump must be capable of lifting sewage 25' from the wet well. Pump contractors
will supply pumps, fittings and hose and Town staff will be required to assist in stringing the lines and
making connections
Sewer Spill Response Plan:
A spill from the Swift Creek Pump Station would originate at manhole# SP77109001 which is located
approximately 1080 feet northwest of the station. The manhole would begin discharging when wet
well level reached the forth step up from the center landing on the wet well staircase. The discharge
plume would enter a dry creek bed on land managed by the Triangle Land Conservancy for about
380' before entering Swift Creek. Silt fences should be installed to contain solids at the spill site until
bypass pumping or a pump and haul operation began (refer to MapInfo for topography and manhole
location).
Equipment required: See Godwin Pump planning documents below.
Notifications:
City of Raleigh Water Department (24 hours): 919-996-3245
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-469-4000
Cary Marketing contact for media response and news releases (After hours, weekends and holidays):
Triangle Land Conservancy: [phone]
NC DEQ Raleigh Regional Office: 919-7914200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
NCDOT if lane closures are needed: 511 or [phone]

Swift Creek Wetwells Calculations (Structure Volume and Storage Time)
TTL Volume
Location
Length
Width
Depth
CF
TTL Gals.
Old Wetwell Area
26.5
19.3
24.45
12505
93537
Old Wetwell Trough Area 1
7.95
43.1
14.75
5054
37804
Old Wetwell Trough Area 2
21.2
13.78
14.75
4309
32231
New Wetwell Area
18.3
15.4
24.45
6890
51541
New Wetwell Trough Area
17.4
5.6
24.45
2382
17820
New and Old Wetwell Influent
Channel 89.8' x 1.75 x 1.75 x 3.14 863 6455
32029 239,389
-5% for structure with wetwell ---- > 11,409
239,389
Incoming
Hold Time GPM
Average Daily Flow (5mgd) 3,472
4fter Midnight Low Flow (2 mgd) 1,388
Aletwell Base Elevation 271.3
Lower Level Slab Elevation
Z84.5
elevation of Wetwell when
Manhole will Overflow 299.75
drawings used in Calculations
Swift Creek Record Drawings
1989 (Dell & Phillips)
Swift Creek Record Drawings
2004 (Black and Veatch)
Storage in Time to
Gals Overflow in Hrs
227,980 1.09
227,980 2.74
SWIFT CREEK PUMP STATION

ROAD CLOSURE and DETOUR PLAN
Swift Creek Pump Station (7800 Holly Springs Rd.) Detour
For motorists traveling northbound on Holly Springs Rd.
500 feet from intersection — Road Closed Ahead sign w/tripod
200 feet from intersection - Road Closed Ahead sign w/tripod
Traveling north on Holly Springs Rd. turn west (left) at Penny Rd.
Type III barricade w/Road Closed sign
Detour Left sign w/tripod
Birkhaven Dr. and Holly Springs Rd. — northbound traffic
Type III barricade w/Road Closed sign
Travel approx. 1.5 miles to Kildaire Farm Rd. turn north (right).
Detour Right sign w/tripod
Travel approx. 2 miles to Tryon Rd. turn east (right).
Detour Right sign w/tripod
Travel approx. 2.2 miles to Holly Springs Rd.
You are now at the intersection of Holly Springs Rd.Malnut St. and Tryon Rd.
Swift Creek Pump Station (7800 Holly Springs Rd.) Detour
For motorists traveling southbound on Holly Springs Rd.
500 feet from intersection — Road Closed Ahead sign w/tripod
200 feet from intersection — Road Closed Ahead sign w/tripod
Traveling south on Holly Springs Rd. turn west (right) at Cary Parkway.
Type III barricade w/Road Closed sign
Detour Right sign w/tripod
Campbell Rd. and Holly Springs Rd. — southbound traffic
Type III barricade w/Road Closed sign

Lilly Atkins Rd. and Holly Springs Rd. — southbound traffic
Type III barricade w/Road Closed sign
Travel approx. 1.1 miles to Tryon Rd. turn west (left).
Detour Left sign w/tripod
Travel approx. 1 mile to Kildaire Farm Rd. turn south (left).
Detour Left sign w/tripod
Travel approx. 2 miles to Penny Rd. turn east (left).
Detour Left sign w/tripod
Travel approx. 1.5 miles to Holly Springs Rd.
You are now at the intersection of Holly Springs Rd. and Penny Rd.

SWIFT CREEK PUMP STATION
DETOUR AND ROUTE MAP

godwin
pumps
Ask us about Godwin Dri-Prime Pumps
for Standby Lift Station Applications
3733 Conquers Drive Gamer, NC 27529
[phone] Fax [phone]
www.godwinpumps.com
May 9, 2007
Town of Cary
Attention: Mr. Sam Tingler
RE: Swift Creek Pump Station Bypass Contingency Plan
Dear Mr. Tingler:
Great Pumps.
Great People.
Godwin Pumps is pleased to provide you with the following quotes for contingency plans to bypass
the Swift Creek Pump Station located off of Holly Springs Road in Cary, NC.
The first quote is for a single pump to bypass the station utilizing the existing force main connection.
This plan will handle the stations daily flow, but does not provide a back-up pump should the
temporary pump
The second quote is for a dual pump system. This bypass system provides 100% redundancy for the
station.
The final quote is for a "Pump and Haul" operation. This plan would be used should there be a force
main failure. It provides for 4 separate pumps and discharge lines, each capable of flow rates over
1000 GPM.
The Town of Cary is providing the pipe and necessary fittings to make the tie-in to the force main tap
and provide 2 connections (12" flanges) with check valves.
Thank you for your interest in Godwin Pumps of America's products and the services that we provide.
If we can provide any additional information/assistance, please do not hesitate to call us at our Raleigh
office [phone]. We look forward to hearing from you soon.
Sincerely,
GODWIN PUMPS OF AMERICA, INC.
Dave Donahue
Sales Engineer

godwin
pumps
Ask us about Godwin Dri-Prime Pumps
for Standby Lift Station Applications
onques nve, Garner, NC 27529
[phone] Fax [phone]
www.godwinpumps.com
Emergency Lift Station Bypass Contingency Plan
Great Pump
Great People
Lift Station Designation: Swift Creek Pump Station
Owner: Town of Cary
Station Address: Holly Springs Road Cary,
NC
Contingency Plan Completed By: Dave Donahue
Station Design
Depth of Wet Well:
Peak Flow:
Average Flow:
Discharge Dynamic Head:
Force Main Connection:
Bypass Pump System Design
Total Suction Line Needed:
Total Discharge Line Needed:
System Total Dynamic Head (TDH):
Suction Hose Diameter:
Discharge Hose Diameter:
Bypass Pump:
Recommended Operating Speed:
Estimated Fuel Consumption:
50 feet
6,300 Gallons per Minute (GPM)
3,500 Gallons per Minute (GPM)
200 Feet
24" 150# Flange perpendicular to the ground, located 24" above
grade
30 feet
30 feet
230 feet TDH
18"
12"
Godwin HL-250M Diesel
1800 RPM
14.5 Gallons per Hour (GPH)

godwin
pumps
Ask us about Godwin Dri-Prime Pumps
for Standby Lift Station Applications
onquest rive, Garner, NC 27529
[phone] Fax [phone]
www.godwinpumps.com
Emergency Lift Station Bypass Pump and Haul
Plan
Lift Station Designation: Swift Creek Pump Station
Owner:
Station Address:
NC
Contingency Plan Completed By:
Station Design
Depth of Wet Well:
Peak Flow:
Average Flow:
Discharge Dynamic Head:
Force Main Connection:
Bypass Pump System Design
Total Suction Line Needed:
Total Discharge Line Needed:
location
System Total Dynamic Head (TDH):
Suction Hose Diameter:
Discharge Hose Diameter:
Bypass Pump:
Recommended Operating Speed:
Estimated Fuel Consumption:
Great Pump
Great Peopt,
Town of Cary
Holly Springs Road Cary,
Dave Donahue
50 feet
6,300 Gallons per Minute (GPM)
3,500 Gallons per Minute (GPM)
200 Feet
24" 150## Flange perpendicular to the ground, located 24" above
grade
30 feet (Times 4)
250 feet (Times 4) Length varies based on station
60 feet TDH
6"
6"
Godwin CD- 150M Diesel (Times 4)
1400 RPM
1.2 Gallons per Hour (GPH)

godwin
pumps
Ask us about Godwin Dri-Prime Pumps
for Standby Lift Station Applications
3733 Conquest Drive, Garner, NC 27529
[phone] Fax [phone]
www.godwinpumps.com
Great Pump
Great Peopt,
Note: Plan is for 4 loading stations to be set-up and each loading station will be capable of flows of 1,000 GPM
or greater. Town of Cary will divert 1 MGD of flow from station reducing the average flow to 2800 GPM.

gedwin
pumps
Ask us about Godwin Dri-Prime Pumps
for Standby Lift Station Applications
onquest nve, Garner, NC 27529
[phone] Fax [phone]
www.godwinpumps.com
Town of Cary
DIRECTIONS TO: Swift Creek Pump station
Great Pump
Great Peopl4
• I-40 West to Gorman Street Exit
• At end of exit ramp turn left.
• Follow to Tryon Road and turn right on Tryon Rd.
• Follow Tryon Road until you come to Holly Springs Road. Turn left onto
Holly Springs Road.
• Stay on Holly Springs Road past Cary Parkway and road will go down hill.
• Pump station will be of right just past bridge.

ITEM
A
E
F
G
H
I
J
K
L
gedwin
pumps
Ask us about Godwin Dri-Prime Pumps
for Standby Lift Station Applications
onques rive, Garner, NC 27529
[phone] Fax [phone]
www.godwinpumps.com
** RENTAL QUOTATION **
FY DESCRIPTION
l Godwin Dri-Prime® Model HL250M Automatic Self -Priming (to 28
feet) Diesel Pumpset.
12" Flange x 10" Flange
• Solids handling to 3'/z".
• Dry Running Oil Bath Mechanical Seal.
• Driven by Caterpillar 3406C, 420 HP @ 1800 RPM, water cooled diesel engine.
• Skid mounted with integral 250 gallon fuel tank central lifting bracket.
• Average fuel consumption 20.0 GPH @ 1800 RPM.
1 12" Flange x 18" Flanged Eccentric Increaser Flanged
1 10" x 12" Flanged Increaser
1 12" 90' Steel Bend Flanged
1 12" x 20' Cargo Hose Flanged
1 18" x 30' Dip Tube HDPE SDR17
1 18" x 30' Spool Piece with 45' Bend
3 18" Flange Gaskets
36 1 1/8" x I I" Studs and Nuts
60 3/4" x 4'/2" Nuts and Bolts
5 12" Flange Gasket
1 Lot Cribbing
Great Pump
Great People

gedwin
pumps
Ask us about Godwin Dri-Prime Pumps
for Standby Lift Station Applications
onques Dnve, Garner, NC 27529
[phone] Fax [phone]
www.godwinpumps.com
M 1 1" x 50' Leak Off Hose
N 1 24 Volt Auto Start Control Panel
O l 500 Gallon Fuel Tank
Great Pump
Great People
ESTIMATED WEEKLYRENTAL TOTAL (Less Sales Tax) $4,556.80
Transportation Charges: $500.00 Delivery / $250.00 Pickup
Transportation By: Godwin Pumps of America, Inc.
** RENTAL QUOTATION 100% REDUNDANCY BYPASS **
ITEM QTY DESCRIPTION
A 1 Primary Unit: Godwin Dri-Prime® Model HL250M Automatic Self -Priming (to 28
feet) Diesel Pumpset.
• 12" Flange x 10" Flange
• Solids handling to 3'W'.
• Dry Running Oil Bath Mechanical Seal.
• Driven by Caterpillar 3406C, 420 HP (cv 1800 RPM, water cooled diesel engine.
• Skid mounted with integral 250 gallon fuel tank central lifting bracket.
• Average fuel consumption 20.0 GPH (a; 1800 RPM.
B 1 Standby Unit: Godwin Dri-Prime® Model HL250M Automatic Self -Priming (to 28 feet)
Diesel Pumpset.
C 2 24 Volt Auto Start Control Panel with Floats
D 2 12" Flange x 18" Flanged Eccentric Increaser
E 2 10" x 12" Flanged Increaser
F 2 12" 90' Steel Bend Flanged
G 2 12" x 20' Cargo Hose Flanged

H
I
J
K
L
M
N
O
P
godwin
pumps
Ask us about Godwin Dri-Prime Pumps
for Standby Lift Station Applications
7 onques nve, Garner, NC 27529
[phone] Fax [phone]
www.godwinpumps.com
2 18" x 30' Dip Tube HDPE SDR17
1 18" x 30' Spool Piece with 45' Bend Flange x Flange SDR17 HDPE
1 18" x 35' Spool Piece with 45' Bend Flange x Flange SDR17 HDPE
5 18" Flange Gaskets
72 1 1 /8" x 11 " Studs and Nuts
120 3/4" x 4'/2" Nuts and Bolts
8 12" Flange Gasket
1 Lot Cribbing
2 1" x 50' Leak Off Hose
2 500 Gallon Fuel Tank
Great Pump
Great People
ESTIMATED WEEKLYRENTAL TOTAL (Less Sales Tax) $8,088.10
Transportation Charges: $700.00 Delivery / $450.00 Pickup
Transportation By: Godwin Pumps of America, Inc.

godwin
pumps
Ask us about Godwin Dri-Prime Pumps
for Standby Lift Station Applications
onques nve, Gamer, NC 27529
[phone] Fax [phone]
www.godwinpumps.com
** RENTAL QUOTATION PUMP & HAUL --
ITEM OTV DESCRIPTION
A
4
Godwin Dri-Prime® Model CD150M Automatic Self -Priming (to 28 feet) Diesel
Pumpset.
• 6" Suction and Discharge Connection.
• Solids handling to 3".
• Dry Running Oil Bath Mechanical Seal.
• Driven by John Deere 4045D, 68 HP @ 2200 RPM, water cooled diesel
engine.
• Mounted on a GP60 highway trailer with integral 60 gallon fuel tank and lifting
bracket.
• Average fuel consumption 3.1 GPH @ 1800 RPM.
B
4
6" x 20' Lightweight Orange Helix Hose with Godwin Quick Disconnect Fittings
C
8
6" x 10' Heavy Duty Suction Hose with Godwin Quick Disconnect Fittings
D
4
6" Godwin Quick Disconnect Sewer Screen
E
4
6" Godwin Quick Disconnect Stepbow
F
2
6" Road Crossings with 6" Godwin Quick Disconnect Fittings
G
12
6" 90' Godwin Quick Disconnect Bend
H
48
6" x 20' Godwin Quick Disconnect Pipe
I
5
6" x 10' Godwin Quick Disconnect Pipe
J
4
6" x 50' Heavy Duty Discharge Hose with Godwin Quick Disconnect Fittings
K
4
6" x 3" Vent Pipe with Ball Valve and 3" Female Godwin Quick Disconnect Fittings
L
4
6" 45' Godwin Quick Disconnect Bend
M
4
6" Female Godwin Quick Disconnect x 6" Female Evertite Adaptor
Great Pump
Great Peopl,

N
gedwin
pumps
Ask us about Godwin Dri-Prime Pumps
for Standby Lift Station Applications
onques nve, Garner, NC 27529
[phone] Fax [phone]
www.godwinpumps.com
4 1" x 20' Leak Off Hose
ESTIMATED WEEKLYRENTAL TOTAL(Less Sales Tax)
Transportation Charges: $500.00 Delivery / $250.00Pickup
Transportation By: Godwin Pumps of America, Inc.
Great Pump
Great Peopl,
$3, 790.80

Walnut Creek pump Station
Contingency Plan
UPDATED APRIL 2023
Average Daily Flow — 3,888,000 Gallons Per Day
Peak Flow — 2,700 gal/minute
Situation: Walnut Creek pump station is a major regional station that collects flow via gravity lines
from residential and commercial areas in the old parts of Cary generally south of Chatham Street and
east of Kildaire Farm Road. Wastewater is carried into the station on a 27" gravity line. Wastewater
from the station is pumped out on a 16" force main which is capable of being diverted to the North
Cary Water Reclamation facility or to the Swift Creek Pump Station, another regional station.
Downstream Spill Impact: Raleigh — Lake Johnson
Sewer Bypass Plan: An emergency connection exists with a HL-250M 12"x10" stand by pump which
is on site at the Walnut Creek Pump Station. For a pump and haul plan, twelve 7,500 gallon tanker
trucks will be needed to haul sewerage from the wet well at the Walnut Creek Pump Station to
manholes (SP77319051 and SP77319050) located on Dilliard Drive next to Meeting Street. Four 75'
suction lines and four discharge lines varying in length from 130' to 200 ` (refer to contract pump
supplier proposal) will be needed to transfer wastewater to tanker trucks. The tanker contractor(s) or
another contractor will need to supply the four fill stations required. (See map below)
Limiting Factors: A bypass connection has been made with a Godwin 12" by-pass pump installed. If
there is any type of failure to the force mains, this plan envisions using a commercial parking lot
(north of 1040 Buck Jones Road) at Thales Academy to conduct pump and haul operations. Use of
this lot will require close coordination with the business operator prior to beginning operations. Due
to the size of the tanker trucks and turning radius needed, no other options (fill location for tanker
trucks) appear to be available. A temporary easement (65' x 25') would be required on the Thales
Academy lot to accommodate discharge piping for the pump and haul operation.

Walnut Creek PS Tanker Fill Site

Walnut Creek PS Pump and Haul Route
Sewer Spill Response Plan:
A spill from the Walnut Creek Pump Station would be expected to originate on the gravity sewer
manhole SP77311014 which is located directly behind the pump station or the wet well itself. The
spill would run downhill through a forested area before reaching Walnut Creek then flow under I-440
to Raleigh. A dam would need to be constructed to capture the sewer spill and prevent the sewer
plume from traveling downstream toward Lake Johnson. (refer to MapInfo for dam location and
receiving manhole).
The pump site should be established in a creek located south of South Valley CT, in Raleigh. The
access point to the creek is from the cul-de-sac at the end of South Valley CT. Vehicular access is
limited and a backhoe or track machine would be needed to set pumping equipment. Sewer from the
creek would be pumped into a Raleigh sewer manhole located approximately 190' south of the cul-de-
sac.
Notifications:
City of Raleigh Water Department (24 hours): 919-996-3245
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-469-4000
Cary Marketing contact for media response and news releases (After hours, weekends and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200

NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
Thales Academy: 919-208-9782
May 22, 2007
Town of Cary
RE: Walnut Pump Station Bypass Contingency Plan
Godwin Pumps of America, Inc. is pleased to provide you with the following contingency plans and a
quotation for each, to bypass the Walnut Regional Pump Station located off of Buck Jones Road in
Cary, NC.
The first quotation is for a single pump to bypass the above mentioned pump station. The Town of
Cary will need to remove a 14" diameter spool piece and provide a temporary tie in connection as
there is no tie in connection currently in the force main. This system will handle the maximum daily
flow of 2,700 GPM @ 138' TDH, but does not provide a backup pump.
The second quote is for a dual pump system. This option will provide one primary pump and a
standby pump, which will provide 100% redundant system.
The final quote is for the "Pump & Haul" operation. This plan would be used in the event of a force
main failure. This quotation includes four (4) separate pumps and discharge lines, each capable of
flows up to 750 GPM. The Town of Cary will need to provide all loading stands for the pump and
haul operation.
Thank you for your interest in Godwin Pumps of America's products and the services that we provide.
If we can provide any additional information/assistance, please do not hesitate to call us at our Raleigh
office [phone]. We look forward to hearing from you soon.
Sincerely,
GODWIN PUMPS OF AMERICA, INC.
Dave Donahue
Sales Engineer

Emergency Lift Station Bypass Contingency Plan
Lift Station Designation: Walnut Creek Regional Pump Station
Owner: Town of Cary
Station Address: Buck Jones Road Cary, NC
Contingency Plan Completed By: Dave Donahue
Station Design
Depth of Wet Well: 28 feet
Peak Flow: 2,700 Gallons per Minute (GPM)
Average Flow: 1,050 Gallons per Minute (GPM)
Discharge Dynamic Head: 138 Feet
Force Main Connection: No Force Main Connection at this time. A 14"diameter spool piece would have to be removed, and a
temporary bypass connection installed.
Bypass Pump System Design
Total Suction Line Needed:
Total Discharge Line Needed:
System Total Dynamic Head (TDH):
Suction Hose Diameter:
Discharge Hose Diameter:
Bypass Pump:
Recommended Operating Speed:
Estimated Fuel Consumption:
60 feet
50 feet
167 feet TDH
12"
12"
Godwin CD-300M Diesel
1800 RPM
9.5 Gallons per Hour (GPH)

Emergency Lift Station Bypass Pump and Haul Plan
Lift Station Designation: Walnut Regional Pump Station
Owner: Town of Cary
Station Address: Buck Jones Road Cary, NC
Contingency Plan Completed By: Dave Donahue
Station Design
Depth of Wet Well: 28 feet
Peak Flow: 2,700 Gallons per Minute (GPM)
Average Flow: 1,050 Gallons per Minute (GPM)
Discharge Dynamic Head: 138 Feet
Force Main Connection: No Force Main Connection at this time.
temporary bypass connection installed.
Bypass Pump System Design
Total Suction Line Needed:
Total Discharge Line Needed:
System Total Dynamic Head (TDH)
Suction Hose Diameter:
Discharge Hose Diameter:
Bypass Pump:
Recommended Operating Speed:
Estimated Fuel Consumption:
RECEIVED
MAY � 2 2023
NCDEQ/DWR/NPDES
A 14" diameter spool piece would have to be removed and a
45 feet per pump
Approximately 500 feet length varies based on station location
134 feet TDH per pump
6"
6"
Four (4) Godwin CD- 150M Diesel
2000 RPM
3.0 Gallons Per Hour (GPH) per pump
Note: Plan is for 4 individual loading stations to be set-up with each loading station being capable of flows up to 750 GPM.

Town of Cary
DIRECTIONS TO: Walnut Creek Regional Pump station
• I-40 West to US 1 South .Exit
• Take Buck Jones Road Exit and come to a stop sign at end of exit ramp and turn right.
• Follow approximately 2 miles and turn left into Buck Jones Village entrance. If you cross over I-
40 you went too far.
• Follow down hill and bear to the right toward the hotel.
• Go around the left side of the hotel and follow around to the backside of the hotel.
• A single lane paved road will lead down the hill to the pump station.
NOTE: Limited access and space at station. No trucks bigger than Roll back without a trailer.
For Pump and Haul Operation the pipe needs to be delivered as follows:
• Turn left into Buck Jones Village entrance and bear to left toward Bullwinkle's Restaurant.
a Go past the front of the restaurant and turn right into the parking lot and follow to back of lot.

** RENTAL QUOTATION --
ITEM
QTY
DESCRIPTION
A
1
Godwin Dri-Prime@ Model CD300M Automatic Self -Priming (to 28 feet) Diesel Pumpset.
• 12" Suction and Discharge Connection.
• Solids handling to 3-3/41'.
• Dry Running Oil Bath Double Mechanical Seal.
• Driven by Caterpillar C-9, 275 HP @ 1800 RPM, water cooled diesel engine.
• Skid mounted with integral 250 gallon fuel tank and lifting bracket
• Average fuel consumption 11.1 GPH @ 1800 RPM.
B
1
Godwin automatic level controller for diesel driven pumps. Operated via two float switches.
C
1
12" x 25' Dip Tube with 12" Female Godwin Quick Disconnect Fittings
D
3
12" x 10' Heavy Duty Suction Hose with Godwin Quick Disconnect Fittings
E
1
1" x 40' Leak Off Hose
F
2
12" x 20' Cargo Hose, Flange x Flange
G
1
12" x 10' Cargo Hose, Flange x Flange
H
2
12" 90' Steel Flanged Bend
I
1
12" x 14" Steel Flanged Increaser
J
10
12" Flange Gasket
K
1
14" Flange Gasket
L
144
1/4" x 4 '/2" Nuts and Bolts
M
1
12" Flange Check Valve
N
1
12" Flanged Tee with Blind Flange and 2" Ball Valve with 2" Male Godwin Quick Disconnect
Fittings
O
1
Lot Cribbing
P
3
12" O-Rines (Snare)
ESTIMATED WEEKLYRENTAL TOTAL (Less Sales Tax) $3,235.00
Transportation Charges: $500.00 Delivery / $250.00 Pickup

** RENTAL QUOTATION 100% REDUNDANCY BYPASS **
ITEM
QTY
DESCRIPTION
A
1
Primary Unit: Godwin Dri-Prime@ Model CD300M Automatic Self -Priming (to 28 feet) Diesel
Pumpset.
• 12" Suction and Discharge Connection.
• Solids handling to 3-3/411.
• Dry Running Oil Bath Double Mechanical Seal.
• Driven by Caterpillar C-9, 275 HP @ 1800 RPM, water cooled diesel engine.
• Skid mounted with integral 250 gallon fuel tank and lifting bracket
• Average fuel corimnription 11.1 GPH @ 1800 RPM.
B
1
Standby Unit: Godwin Dri-Prime@ Model CD300M Automatic Sclf-Priming (to 28 feet) Diesel
Pumpset.
C
2
Godwin automatic level controller for diesel driven pumps. Operated via two float switches.
D
2
12" x 25' Dip Tube with 12" Female Godwin Quick Disconnect Fittings
E
6
12" x 10' Heavy Duty Suction Hose with Godwin Quick Disconnect Fittings
F
2
1" x 40' Leak Off Hose
G
3
12" x 20' Cargo Hose, Flange x Flange
H
2
12" x 10' Cargo Hose, Flange x Flange
I
3
12" 900 Steel Flanged Bend
1
1
12" x 14" Steel Flanged Increaser
K
14
12" Flange Gaskets
L
1
14" Flange Gaskets
M
224
3/4" x 4 'r/2" Nuts and Bolts
N
2
12" Flange Check Valve
O
1
12" Flanged Tee with Blind Flange and 2" Ball Valve with 2" Male GQD
P
1
Lot Cribbing
Q
3
12" O-Rings (Spare)
R
1
12" Flan2c Tee
ESTIMATED WEEKLYREATAL TOTAL (Less Sales Tax) $5,209.20
Transportation Charges : $700.00 Delivery / $450.00 Pickup

** RENTAL QUOTATION PUMP & HAUL **
ITEM
DESCRIPTION
A 4 Godwin Dri-Prime® Model CD 150M Automatic Self -Priming (to 28 feet) Diesel Pumpset.
• 6" Suction and Discharge Connection.
• Solids handling to 3".
• Dry Running Oil Bath Mechanical Seal.
• Driven by John Deere 4045D, 68 HP @ 2200 RPM, water cooled diesel engine.
Mounted on a GP60 highway trailer with integral 60 gallon fuel tank and lifting bracket.
B 4 6" x 20' Lightweight Orange Helix Hose with Godwin Quick Disconnect Fittings
C 12 6" x 10' Heavy Duty Suction Hose with Godwin Quick Disconnect Fittings
D 4 6" Godwin Quick Disconnect Sewer Screen
E 4 6" Godwin Quick Disconnect Stepbow
F 2 3" x 50' Heavy Duty Discharge Hose with Godwin Quick Disconnect Fittings
G 12 6" 90' Godwin Quick Disconnect Bend
H 90 6" x 20' Godwin Quick Disconnect Pipe
1 5 6" x 10' Godwin Quick Disconnect Pipe
J 8 6" x 50' Heavy Duty Discharge Hose with Godwin Quick Disconnect Fittings
K 4 6" x 3" Vent Pipe with Ball Valve and 3" Male Godwin Quick Disconnect Fittings
L 8 6" 45' Godwin Quick Disconnect Bend
M 4 6" Female Godwin Quick Disconnect x 6" Female Evertite Adaptor
N 4 6" x 3' Vent Pipe with Combo Vent
O 4 1" x 30' Leak Off Hose
ESTIMATED WEERLYRENTAL TOTAL (Less Sales Tax) 1 $5, 793.00
Transportation Charges: $500.00 Delivery / $250.00 Pickup

Kit Creek Pump Station
Catastrophic Failure Plan
UPDATED MARCH 2O23
Average Daily Flow — 5,256,000 Gallons Per Day
Peak Flow — 3,650 gal/minute
Situation: Kit Creek Pump Station collects wastewater from the Waterford Estates, The
Village at the Park, Stonewater, Tradition at Stonewater, Bexley at Triangle Park,
Breckenridge, Parkside Town Commons and RTP.
Downstream Spill Impact: Chatham County— Kit Creek and Blue Violet Way
Subdivision in Chatham County.
Sewer Bypass Plan: In the event of a catastrophic mechanical or electrical failure, a 4"
(CD-140) pump is available with electrical panel and floats to function as a redundant
system. A second 4" (CD-140) would be needed as a backup. In the event of a major
catastrophic failure, a portion of flow to Kit Creek Pump Station can be diverted to the
North Cary Water Reclamation Facility. The remaining flow (roughly 600,000 gals)
would have to be accommodated by an emergency pumping exercise (EPE). In the event
of a EPE at this location, Green Level Church Rd. will need to be manned to provide
traffic control or the road shut down completely (See Map Below)

Haul Route to Duii.i: Point - ..14 �.__ / Return Route to Pui- . - 5.08 miles
Sewer Spill Response Plan:
An SSO from the Kit Creek Pump station would originate at the gravity sewer manhole
SP72616002 which is the last manhole located directly East and just outside of the gate
entrance of the pump station. Wastewater flow would travel south of the entrance road
and directly impact Kit Creek. An earthen dam would need to be constructed to contain
an loss wastewater. The protective effects of constructing a successful dam are low.
The emergency pumping equipment should be located at the pump station itself and the
temporary filling site located on the entrance road nearer the station or at the start of the
entrance road and Green Level Church Rd. (2) CD-103 pumps will be needed with one as
a backup, to pump liquids captured by an earthen dam to a fill stand at the end of the
entrance to the pump station road and then filled into tanker trucks. The haul route will
consist of traveling South on Green Level Church Rd and crossing over Okelly Chapel
Rd and traveling approximately (1.14 miles) to manhole #SP72508062 where the liquids
can be decanted. Return route would consist of following Green Level Church Road
(0.56 miles) to McCrimmon Pkwy. Follow McCrimmon Pkwy for (1.32 miles) to 55
Hwy. (Turn left onto 55 Hwy and go (2.35 miles) to Kit Creek Rd. Turn left and follow

to stoplight. Turn left on Green Level Church Rd and follow (0.627 mile) to loading
station. Return route 5.08 miles.
Notifications:
Durham County Triangle Wastewater Treatment Plant: 919-560-9033
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

White Oak Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 1,440,000 Gallons Per Day
Peak Flow —1000 gal/minute
Total Dynamic Head - 204
Situation: White Oak Pump Station is bypassed and used for emergencies. The bypass transfers
waste to West Cary Pump Station. If an emergency occurs, White Oak Pump Station would
collect wastewater from Ashley Meadows, Park Scene and several shopping centers (High House
Crossing and West Park Place) and transfer approximately 1,440,000 gallons/day via 10" force
main to the manhole # SP74418072 located at 1801 Jenks Carpenter Rd on the shoulder of the
road.
Downstream Spill Impact: Apex — White Oak Creek to Jack Branch
Sewer Bypass Plan: No emergency bypass connection exists at White Oak Pump Station. If
the 24" gravity line to West Cary was to fail, flow can be diverted to the 10" force main that
empties into manhole #SP754418072 that gravity feeds to Jenks Carpenter Outfall and gets
treated at the North Cary WRF. In the event that station failure prevents flow diversion, a pump
and haul plan would need to be put into action. Two CD- 150 pumps with one as a backup would
remove liquids from the wet well and pump to a fill stand located at 55 Hwy, approximately
(0.29 miles or 1550'). A traffic control plan would need to be implemented with a lane closure.
Four 7,500 gal tanker trucks would need to be used to transport liquids to manhole
#SP74418097. The haul route would consist of following 55 Hwy South for (1.313 miles),
turning left on Old Jenks Rd and turning left on Holt Rd. Follow Holt Rd to Jenks Carpenter Rd.
for (1.162 miles) and turn left. Follow to the split of Waldo Rood Blvd and (1.29 miles) Jenks
Carpenter Rd. turning left. Manhole #SP74418097 is located 870' on the right shoulder. Return
route would consist of following Jenks Carpenter Rd. to High House Rd. (0.24 miles) Turn left
and follow west bound to 55 Hwy (0.71 miles). Turn left heading south on 55 Hwy to loading
station (0.55 miles). (See maps below)
1 ovs �f i
�s
645

Fill Stand for Pump and Haul / 1550' or (0.29 miles) of 6" Pipe
Haul Route from Fill Stand from White Oak Pump Station

Haul Route to Dump Point — White Oak Pump Station

Haul Route (3.926 miles) / Return Route (1.50 miles)
Notifications:
Town of Apex: Jimmy Cornell 919-249-3536
Town of Apex 24 hour water/sewer emergencies: 919-372-7475
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-469-4000
Cary Marketing contact for media response and news releases (After hours, weekends and
holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
US Army Corps of Engineers: John Rochevot 919-542-4501

Pump and Haul Route: 1.9 miles `Zetum Route to Pump Station: 2.3 miles
Notifications:
Cary Public Works and Utilities (7am-7pm) 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays) 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm) 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays)
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
US Army Corps of Engineers: John Rochevot 919-542-4501

Crossroads Pump Station
Contingency Plan
UPDATED MARCH 2O23
Average Daily Flow — 345,600 Gallons Per Day
Peak Flow — 240 gal/minute
Situation: Crossroads Pump Station collects wastewater from the Crossroad Shopping
Complex and transfers approximately 345,600 gallons/day via 8" force main to the Jones
Franklin Pump station.
Downstream Spill Impact: Raleigh — Lake Johnson
Sewer Bypass Plan: An emergency bypass connection exists at the Crossroads Pump
Station.
Alternative Pump and Haul: Three 7,500 gallon tanker trucks will be used to haul
sewerage from manhole (SP77316014) the Crossroads Pump Station to a manhole
(SP77320021) located in the grassy area behind (south side) the Crossroads Theatre at
501 Caitboo Avenue. Approximately 75' of discharge piping is needed to string the pipe
from Caitboo Avenue to the dump point. (See map below)
Haul Route to Dump Point ..mile /
t o 1
Return k-ate to Pump Site — 1.0 ►le

Sewer Spill Response Plan:
A spill from the Crossroads Pump station would originate on the gravity sewer manhole
SP77316014 which is located directly behind the pump station. The spill would run
downhill through a forested area before reaching a creek that flows under I-440 to
Raleigh. A dam would need to be constructed to contain the sewer spill and prevent the
sewer plume from traveling downstream toward Lake Johnson. (Refer to Mapinfo for
dam location and receiving manhole).
The pump site should be established in a creek located behind 1121 Situs Ct, in Raleigh.
The access point to the creek is from the west parking lot at the dumpster bin. Vehicular
access is limited and a backhoe or track machine would be needed to set pumping
equipment. Sewer from the creek would be pumped into a Raleigh sewer manhole
located approximately 200' from the pump location.
Notifications:
City of Raleigh Water Department (24 hours): 919-996-3245
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
CBRE (property owner of 1121 Situs Ct.): 919-831-8200

Glenmitt Stone Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions—158,400 Gallons Per Day (At Build Out)
Peak Flow — 110 gal/minute
Situation: Glenmitt Stone Pump Station collects wastewater from Glenmitt Stone Sub-
division. With specified conditions, it collects approximately 158,400 gallons/day via 4"
force main to manhole #76011028 located on Holly Springs Rd.
Downstream Spill Impact: Camp Branch — Middle Creek
Sewer Bypass Plan: An emergency bypass connection exists at Glenmitt Stone Pump
Station.
Alternative Pump and Haul: Glenmitt Stone can be supported by using jet vac trucks.
Two vac trucks can be used to collect liquids from the wet well and haul away to Holly
Springs Rd. to manhole #76011028 where the collected liquids can be discharged. Lyons
Septic Tank (919-685-2770 / 919-389-2867) can also be used as a backup in case vac
trucks are unavailable. (See map below)
[',amp and Haul Route:.6 miles / Return Route to Pump Station: 1.0 miles

Notifications:
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Fieldstone Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 864,000 Gallons Per Day
Peak Flow — 600 gal/minute
Situation: Fieldstone Pump Station collects wastewater from Fieldstone Village and The
Reserve Subdivision transfers approximately 864,000 gallons/day via 8" force main.
Downstream Spill Impact: Chatham County — Bachelor Branch to Jordan Lake
Sewer Bypass Plan: No emergency bypass connection exists at the Fieldstone Pump
Station. Three 5000 gallon Pumper trucks will be used to haul sewerage from Fieldstone
Pump Station to 2711 NC 55 HWY manhole # (SP73420068 ). The Pump Station is
located behind 104 Panoramic Ct. Two 6" pumps (CD-150) will be needed with one as a
backup which is capable of Flow Rates of over 1000 GPM with approximately 500 ft of
discharge piping needed to string from Fieldstone Pump Station to the fill stand point for
the Pump and Haul.(See map be low)

Haul Route to Dump Point — 1.06 mile / Return Route to Pump Site —1.04 mile
Sewer Spill Response Plan:
A spill from the Fieldstone Pump station would originate on the gravity sewer manhole
(SP73414064) which is located directly behind the pump station. The spill would run
down stream that flows to Bachelor Branch to Jordan Lake. A dam would need to be
constructed to capture the sewer spill and prevent the sewer plume from traveling
downstream toward Jordan Lake. (refer to MapInfo for dam location and receiving
manhole).
The pump site should be established in the creek located behind 104 Panoramic Ct. The
access point to the creek is from the pump stations. Vehicular access is limited to set
pumping equipment. Sewer from the creek would be pumped into the manhole located
approximately 50' from the pump station.

Notifications:
Chatham County Utilities & Water (Days): 919-542-8270
Chatham County Utilities & Water (After hours, weekends and holidays): 919-303-0055
Morrisville Public Works and Utilities (Days): 919-463-7070
Morrisville Public Works and Utilities (After hours, weekends and holidays):
919-862-6367
Secondary after hours Morrisville contact: Steven Spruill 910-470-8745
Town of Apex: Jimmy Cornell 919-249-3536
Town of Apex 24 hour water/sewer emergencies: 919-372-7475
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
US Army Corps of Engineers: John Rochevot 919-542-4501

I-40 Pump Station
Contingency Plan
UPDATED MARCH 2O21,
ecified Conditions 1,080,000 Gallons per Day (Build Out Flow)
Peak Flow — 750 gal/minute
Situation: I-40 pump station is located on the SAS campus and collects wastewater from
Cary Academy School and the SAS Office Complex and transfers approximately
1,080,000 gallons/day via 12" DIP force main to a manhole #SP76512017 located at
Harrison Park on the right side of Harrison Oaks Blvd behind the 401 building.
Downstream Spill Impact: Raleigh — Reedy Creek to Crabtree Creek to Neuse River
Sewer Bypass Plan: An emergency bypass connection exists at SAS Pump Station.
Alternative Pump and Haul: Two (CD-150) 6" pumps with one as a back up pump will be
used to transfer liquids from the pump station to a filler stand located next to an open area
on the service road behind the 301 building. Approximately 1200' of 6" pipe is needed to
string along the service road from the pump station to the filler stand. Four 5,000 gallon
pumper trucks will be used to haul sewerage from fill stand to the dump point at manhole
#SP76508007 located at 201 Harrison Oaks Blvd in the parking lot Embassy Suites
Pump and Haul Route:.9 miles / Return Route to Pump Station: 1.0 miles

Notifications:
City of Raleigh Water Department (24 hours): 919-996-3245
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
US Army Corps of Engineers: John Rochevot 919-542-4501

Glenridge Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 588,960 Gallons per Day
Peak Flow — 409 gal/minute
Situation: Glenridge Pump Station collects wastewater from the Glenridge, Stanton Place
and Westchester Woods subdivisions and transfers approximately 409 gallons/minute via
8" force main to manhole # SP76110077 in Hemlock Plaza.
Downstream Spill Impact: Raleigh — Dutchman's Branch, Swift Creek to Lake Wheeler
Sewer Bypass Plan: An emergency bypass connection exists at Glenridge Pump
Station.
Alternative Pump and Haul: Three 5000 gallon pumper trucks will be used to haul
sewerage from Glenridge Pump Station to manhole # SP76110091 in Hemlock Plaza.
(See map below)

Pump and Haul Route: 1.1 miles /

Sewer Spill Response Plan:
A spill from the Glenridge Pump Station would originate from the pump station. The
spill would run down stream that flows to Dutchman's Branch, Swift Creek to Lake
Wheeler. A dam would need to be constructed to contain the sewer spill and prevent the
sewer plume from traveling downstream toward Lake Wheeler. (Refer to MapInfo for
dam location and receiving manhole).
The pump site should be established in the creek located behind 306 Copper Hill Dr. The
access point to the creek is from the pump station. Vehicular access is limited to set
pumping equipment. Sewer from the creek would be pumped back into the pump station.
Notifications:
City of Raleigh Water Department (24 hours) 919-996-3245
Cary Public Works and Utilities (7am-7pm) 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays) 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm) 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays)
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Jones Franklin Pump Station
Contingency Plan
UPDATED MARCH 2O23
Average Daily Flow — 792,000 (Build Out Flow)
Peak Flow — 550 gal/minute
Situation: Jones Franklin Pump Station collects wastewater from the Crossroads Pump
Station via an 8" force main from Crossroads Shopping Center and commercial areas
near Dillard Drive and Walnut Street (south part of Crossroads). Approximately 95,000
gallons/day of the flow is from the Crossroads Pump Station.
Downstream Impact: Raleigh — Silver Lake
Sewer Bypass Plan: An emergency bypass connection exists at Jones Franklin Pump
Station. A trailer mounted portable pump can be connected to a blind flange located at
the station. Pump options would be USM's 4" (CD-140) or one of Wastewater's 6" (CD-
150) pumps.
Alternative Pump and Haul: Pump and haul options would consist of three 7,500 gallon
tanker trucks to haul sewerage from manhole (SP77208009) at the Jones Franklin Pump
Station to a manhole (SP77211017) located in the parking lot behind (southeast corner)
the Colonial Baptist Church at 6051 Tryon Road. Approximately 75' of discharge piping
is needed to string the pipe from the parking lot to dump point. (See map below). A
work zone would have to be established to accommodate tanker loading requiring one
lane (southbound) to be closed. Pump and haul would be a last resort where both 10"
parallel force mains were disabled.

Haul Route to Dump Point - 1.2 mile / Return Route to Pump Site — 1.7 mile
Sewer Spill Response Plan:
A spill from the Jones Franklin Pump Station would be expected to originate and spill
into a sedimentation pond located next to the station from manhole(s) located on the
south side of a commercial property at 5501 Dillard Drive. The spill would run downhill
into the sedimentation pond and would have to be contained there until a pump and haul
operation began. To contain the spill the spillway drain pipe would have to be plugged
and sandbags placed onto the spillway to prevent the sewer plume from traveling
downstream toward Silver Lake. (refer to MapInfo for dam site and receiving manhole).
Upon restoration of the Jones Franklin Pump Station pumps from the pump and haul will
need to be reconfigured to pump pond water from the sedimentation pond into manhole
SP 70208006 which is located on the west side of the station.
Notifications:
City of Raleigh Water Department (24 hours): 919-996-3245
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
Capital Associates (property owner of 5501 Dillard Drive): 919-233-9901
Silver Lake Community Manager: Tom Neal 919-461-0102
NCDOT if lane closures are needed: 511 or [phone]

Pump and Haul Route: 3.1 miles / Return Route to Pump Station: 3.31 miles
Notifications:
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
US Army Corps of Engineers: John Rochevot 919-542-4501

Pump and Haul Route: .8 mile Return 1
Notifications:
City of Raleigh Water Department (24 hours) 919-996-3245
Cary Public Works and Utilities (7am-7pm) 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays) 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm) 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays)
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Talloway Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions—144,000 Gallons Per Day
Peak Flow —100 gal/minute
Situation: Talloway Pump Station collects wastewater from two Sub -Divisions, Kilarney
Ridge and Kilarney Woods and one sub -division under construction (Laurel Park). With
specified conditions, it collects approximately 144,000 gallons/day via 6" DIP force main
to manhole #SP75206037 located at the Intersection of Talloway and Burnley Dr.
Downstream Spill Impact: Apex — Apex Lake
Sewer Bypass Plan: An emergency bypass connection exists at Talloway Pump
Station.
Alternative Pump and Haul: Talloway Pump Station can be supported by using jet vac
trucks. Two vac trucks can be used to collect liquids from the wet well and hauled away
to Burnley Dr. to manhole #SP75206037 where liquids collected can be discharged.
Lyons Septic Tank (919-685-2770 / 919-389-2867) can also be used as a backup in case
vac trucks are unavailable. (See map below)

Pump and Haul Route:.2 miles / Return Route to Pump Station:.2
T.TntiinQfI^ 0
Town of Apex: Jimmy Cornell 919-249-3536
Town of Apex 24 hour water/sewer emergencies: 919-372-7475
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or
919-469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Gateway Center Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 648,000 Gallons per Day
Peak Flow — 450 gal/minute
Situation: Gateway Center Pump Station collects wastewater from the Gateway Center
Business Park and RDU Center Pump Station and transfers approximately 450
gallons/minute via 8" force main to Manhole # SP 75619007 on Aviation Pkwy.
Downstream Spill Impact: Cary — Lake Crabtree
Sewer Bypass Plan: An emergency bypass connection exists at the Gateway Center
Pump Station.
Alternative Pump and Haul: Three 5,000 gallon capacity tanker trucks will be used to
haul sewerage from Gateway Center Pump Station to a manhole (SP75619009) located in
the grassy area behind Lake Crabtree meter vault. (see map below)
Pump and Haul Route:.54 miles / Return Route to Pump Station:.6 miles

Sewer Spill Response Plan:
A spill from the Gateway Center Pump Station would originate at the pump station. The
spill would run down stream that flows to Lake Crabtree. A dam would need to be
constructed to contain the sewer spill and prevent the sewer plume from traveling
downstream toward Lake Crabtree. (Refer to MapInfo for dam location and receiving
manhole).
The pump site should be established in the creek located beside Gateway Center Pump
Station. The access point to the creek is from the pump stations. Vehicular access is
limited to set pumping equipment. Sewer from the creek would be pumped back into the
pump station.
Notifications:
Morrisville Public Works and Utilities (Days): 919-463-7070
Morrisville Public Works and Utilities (After hours, weekends and holidays):
919-862-6367
Secondary after hours Morrisville contact: Steven Spruill 910-470-8745
Cary Public Works and Utilities (7am-7pm) 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays) 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm) 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays)
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
US Army Corps of Engineers: John Rochevot 919-542-4501

Pump and Haul Route:.7 miles / Return Route to Pump Station: 1.6 miles
Notifications:
Morrisville Public Works and Utilities (Days): 919-463-7070
Morrisville Public Works and Utilities (After hours, weekends and holidays):
919-862-6367
Secondary after hours Morrisville contact: Steven Spruill 910-470-8745
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
US Army Corps of Engineers: John Rochevot 919-542-4501
RDU International Airport Authority: 919-840-7700
Lake Crabtree County Park: 919-460-3390

Ronaldsby Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions—144,000 Gallons per Day
Peak Flow —100 gal/minute
Situation: Ronaldsby Pump Station collects wastewater from the Annandale East Sub -
Division and the Fellowship of Christ Church. With specified conditions, it transfers
approximately 144,000 gallons/day via 4" DIP force main to manhole #76210041 at the
Intersection of Annandale Dr. and Glasgow Rd.
Downstream Spill Impact: Cary — Swift Creek
Sewer Bypass Plan: No emergency connection exists at Ronaldsby Pump Station.
Ronaldsby Pump Station can be supported by using jet vac trucks. Two vac trucks can be
used to collect liquids from the wet well and haul away to Glasgow Rd. to manhole
#76210041 where liquids collected can be discharged. Lyons Septic Tank (919-685-2770
/ 919-389-2867) can also be used as a backup in case vac trucks are unavailable.
Pump and Haul Route:.3 miles / Return Route to Pump Station:.3 m11

Notifications:
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or
919-469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Morris Branch Pump Station
Contingency Plan
UPDATED APRIL 2023
Specified Conditions — 4,752,000 Gallons Per Day
Peak Flow — 3300 gal/minute
Situation: Morris Branch Pump Station collects wastewater from Amberly, Cary Park,
Camden Park and Panther Creek and transfers approximately 1.2 Million gallons/day via
24" force main to manhole #SP72412106 off Green Level Church Rd.
Downstream Spill Impact: Chatham County — Morris Branch, Panther Creek to Jordan
Lake.
Sewer Bypass Plan: An emergency connection currently exists at the Morris Branch
Pump Station. (3) CD-150 6" pumps can be used with one as a backup to pump directly
from the wet well after it has been flooded. Liquids can be directed straight into fill
stands located at or near the station. Tankers would use station access road to load from.
Three (CD-150) 6" pumps with one as a back up will be used to pump collected liquids
from the Pump Station to 2 Fill Stands with one located on Beckingham Loop and the
other within the pump station. 945' of 6" discharge pipe will be needed to feed the fill
stand up on Beckingham Loop. Fourteen 7,000 gallon tanker trucks will be used to haul
sewerage from Pump Station to dump point at manhole #SP72412029 on the shoulder of
the road. The turning lane will need to be blocked off. An alternate dump point would be
located at Thomas Brooks Park decanting into manhole #SP73409004. Thomas Brooks
Park would also work as a turnaround for a return route.
(See maps below)

Pump and Haul Route: 3.58 miles / Return Route to Pump Station: 5.04 miles
Notifications:
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Carystone Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 512,640 Gallons Per Day (Build Out Flow)
Peak Flow — 356 gal/minute
Situation: Carystone Pump Station collects wastewater from the Carystone Complex and
transfers approximately 356 gallons/ minute via 4" force main to the Manhole #
SP75308106 on NW Maynard Rd
Downstream Spill Impact: Cary — Kildare Lake, off of Lake Pine Dr
Sewer Bypass Plan: No emergency connections exists at Carystone Pump Station.
Three 5000 gal pump and haul trucks will be used to haul sewerage from Carystone
Pump Station to manhole (SP75307002) located at the corner of Castlefern Dr. and
Ea lesham Way. See map below
At
K
Pump and Haul Route: 0.2 miles / Return Route to Pump Station: 0.2 miles

Sewer Spill Response Plan:
A spill from the Carystone Pump Station would originate from the pump station. The
spill would run down stream that flows to Swift Creek to Kildare Lake. A dam would
need to be constructed to contain the sewer spill and prevent the sewer plume from
traveling downstream toward Kildare Lake. (Refer to MapInfo for dam location and
receiving manhole).
The pump site should be established in the creek located behind 212 Virginia PI The
access point to the creek is from the pump stations. Vehicular access is limited to set
pumping equipment. If sewer got into the creek it would be pumped backed into the
pump station and hauled to dump point location.
Notifications:
Cary Public Works and Utilities (7am-7pm) 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays) 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm) 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays)
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Thresher Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 230,400 Gallons per Day
Peak Flow —160 gal/minute
Situation: Thresher Pump Station collects wastewater from the Heathstone sub -division
and transfers approximately 230,400 gallons/day via 3" force main to manhole
#SP76408074 in a cul-de-sac on Silc Ct.
Downstream Spill Impact: Cary — Reedy Creek to Crabtree Creek
Sewer Bypass Plan: An emergency bypass connection exists at Thresher Pump
Station.
Alternative Pump and Haul: Two (CD-103) 4" pumps with one as a back up can be used
to load two 5000 gallon pumper trucks that will haul sewerage from the pump station to a
manhole #SP76408074 located in a cul-de-sac on Silc Ct. Approximately 167' of
discharge piping is needed to string the pipe to the loading stand located on Thresher Ct.
(See map below)

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Pump and Haul Route:.4 miles / Return Route to Pump Station:.4 miles
Nnti fi ratinn c
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Holly Brook Pump Station
Contingency Plan
UPDATED MARCH 2O23
Average Dail—168,480 Gallons per Day
Peak Flow —171 gal/minute
Situation: Holly Brook Pump Station is located at 4908 Holly Brook Drive and collects
wastewater from a basin located south of Ten Ten Road and east of Kildaire Farm Road via
8 inch PVC gravity sewer mains. A 6" DIP force main carries flow from the station to
Kildaire Farm Road to Arthur Pierce Road to the 42 inch Camp Branch Outfall on Holly
Springs Road where it continues to the South Cary Water Reclamation Facility.
Approximately 168,480 gallons/day of flow is pumped by the Holly Brook Pump Station.
A spill from the Holly Brook Pump Station would quickly cross Holly Brook Drive via
three 72' drain pipes that cross under the road about 200' from the station. Once a spill has
entered the storm drainage structure it would enter a swampy area making downstream spill
cleanup impossible.
Downstream Impact: Raleigh — Middle Creek
Sewer Bypass Plan: An emergency bypass connection exists at Holly Brook Pump
Station.
Alternative Pump and Haul: Three 7,500 gallon tanker trucks will be used to haul sewerage
from manhole# SP75016002 at the Holly Brook Pump Station to manhole# SP76011028
located at the YMCA at 8921 Holly Springs Road. Approximately 180' of discharge piping
is needed to be run from a manhole located behind the station to Holly Brook Drive. Holly
Brook Drive is a low density neighborhood and traffic is minimal. A work zone would have
to be established to accommodate tanker loading requiring one lane (southbound) to be
closed so a fill stand could be installed.
Tankers would enter Holly Brook Drive from Kildaire Farm Road and proceed to the
station. After loading, tankers will continue down Holly Brook Drive about 380 feet and
turn right on Coral Berry Circle until they get back to Holly Brook Drive. At that point,
tankers turn left and follow Holly Brook Drive to Kildaire Farm Road. Tankers will travel
down Kildaire Farm Road 0.64 miles and take a right turn on Arthur Pierce Road. Continue
down Arthur Pierce Road 1.02 miles and take a left on Holly Springs Road. Go .33 miles to
the YMCA and dump into manhole# SP 76011021. (see map below)

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Haul Route to Dump Point — 2.46 mile / Return Route to Pump Site — 2.2 mile
Sewer Spill Response Plan:
To minimize environmental damage downstream an earthen dam should immediately be
constructed on the inlet side of the three 72" storm drain pipes. The low area southeast of
the pump station would provide several hours of retention time allowing the station to be
repaired and a pump and haul operation to be organized.
Upon restoration of the Holly Brook Pump Station pumps from the pump and haul will need
to be reconfigured to pump pond water from the sedimentation pond into manhole# SP
75016002 which is located on the north side of the station.
Notifications:
Cary Public Works and Utilities (7am-7pm) 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays) 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm) 311 or 919-469-
4000
Cary Marketing contact for media response and news releases (After hours, weekends and
holidays)
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
NCDOT if lane closures are needed: 511 or [phone]

Rocky Branch Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 316,800 Gallons per Day
Peak Flow — 220 gal/minute
Situation: Rocky Branch Pump Station collects wastewater from Cotswold Sub -Division
and transfers approximately 316,800 gallons/day via 6" force main to a manhole
#SP76010002 located in front of the property at 3500 Arthur Pierce Rd.
Downstream Spill Impact: Cary — Rocky Branch to Middle Creek.
Sewer Bypass Plan: An emergency bypass connection exists at Rocky Branch Pump
Station.
Alternative Pump and Haul: Two (CD-103) 4" pumps with one as a back up will be used
to transfer liquids from the pump station into approximately 136' of 6" pipe stung out and
attached to the fill stand. Two 5000 gallon pump trucks will be used to haul sewerage
from a loading stand located at the end of the Cul-de-sac on Drakewood Pl. and dump
into a manhole #SP76011028 located off Holly Springs Rd. near the exit of the YMCA.
(See map below)
Pump and Haul Route: 1.92 miles / Return Route to Pump Station: 2.24 miles

Notifications:
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or
919-469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Cary Glen Pump Station
Contingency Plan
UPDATED MARCH 2O23
Average Daily Flow — 1,036,800 Gallons per Day - Flow is dependant of when station is
activated because of emergency need.
Peak Flow — 720 gal/minute
Situation: Cary Park Pump Station is currently off line and is by- passed to Morris
Branch Pump Station but this station remains operational. During normal operation, it
collects wastewater from the Cary Park area and it then transfers flow, via 10" force main
to the North Cary Water Reclamation Facility (NCWRF).
Downstream Spill Impact: Cary; Chatham County to Jordan Lake
Sewer Bypass Plan: An emergency bypass connection does not exist. In order to set up
a bypass, the station wet well would need to be flooded and two 4" pumps with one used
as back up (CD-103 Model Pumps) would be used to bypass the 10" force main pumping
into manhole #SP72515042 located behind the station. (See map below)
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Notifications:
Town of Apex: Jimmy Cornell 919-249-3536
Town of Apex 24 hour water/sewer emergencies: 919-372-7475
Cary Public Works and Utilities (7am-7pm) 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays) 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm) 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays)
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
US Army Corps of Engineers: John Rochevot 919-542-4501

Grey Hawk Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 190,080 Gallons Per Day
Peak Flow —132 gal/minute
Situation: Grey Hawk Pump Station collects wastewater from Grey Hawk Sub -Division.
With specified conditions, it collects approximately 190,080 gallons/day via 4" force main
to manhole #76006007 located at 1005 Grey Hawk Pl.
Downstream Spill Impact: Cary — Dutchmans Branch
Sewer Bypass Plan: An emergency bypass connection exists at Grey Hawk Pump
Station. Grey Hawk Pump Station can be supported by using one 4" CD-103 trailer
mounted diesel pump with a secondary 4" CD-103 pump for back up.
Alternative Pump and Haul: Vac trucks can also be used to collect liquids from the wet well
and hauled away to Soaring Hawk Pl. to manhole #SP76006004 where liquids collected can
be discharged. Lyons Septic Tank (919-685-2770 / 919-389-2867) can also be used as a
backup in case vac trucks are unavailable. (See man below)
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Pump and Haul Route:.6 miles / Return Route to Pump Station:.6 miles

Notifications:
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-469-
4000
Cary Marketing contact for media response and news releases (After hours, weekends and
holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Terrington Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 324,000 Gallons Per Day (At Build Out Flow)
Peak Flow — 225 gal/minute
Situation: Terrington Pump Station collects wastewater from the Terrington sub -division.
Discharge is a 6" force main to manhole # SP77219023 located at 6909 Holly Springs Rd. on the
shoulder of the road.
Downstream Spill Impact: Cary — UT to Swift Creek
Sewer Bypass Plan: An emergency bypass connection exists at Terrington Pump Station.
Terrington can be supported by using one (CD-103) 4" pump with a secondary 4" (CD-103)
pump as a backup. Two 1500 gallon vac trucks will be used to haul sewerage from wet well
located at the site to a manhole #SP77219003 located in front of 103 Weatherly Pl. Lyons Septic
Tank (919-685-2770 / 919-389-2867) can also be used as a backup if vac trucks are unavailable.
(See map below)
Pump and Haul Route: 1.8 miles / Return Route to Pump Station: 1.7 miles

Notifications:
City of Raleigh Water Department (24 hours): 919-996-3245
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-469-4000
Cary Marketing contact for media response and news releases (After hours, weekends and
holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Park at West Lake Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 223,200 Gallons Per Day
Peak Flow — 155 gal/minute
Situation: Park at West Lake Pump Station collects wastewater from the Park at West Lake and
transfers approximately 223,200 gallons/day via 8" force main to South Plant.
Downstream Spill Impact: Cary — Middle Creek
Sewer Bypass Plan: An emergency bypass connection exists at Park at West Lake Pump
Station. Two (CD-103) 4" pumps with one as a back up can be used to be hooked up to the by-
pass in the event of pump failures within the station to do a bypass pumping.
Alternative: In the event of a force main failure, two (CD-103) pumps with one as a back up will
be hooked up to the discharge pipe of approximately 1,160'strung from pump station to manhole
# SP67913094.
(See map below)

Notifications:
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-469-4000
Cary Marketing contact for media response and news releases (After hours, weekends and
holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
US Army Corps of Engineers: John Rochevot 919-542-4501

Forest Oaks Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 648,000 Gallons Per Day (Build Out Flow)
Peak Flow — 450 gal/minute
Situation: Forest Oaks Pump Station collects wastewater from Weldon Ridge subdivision
and transfers approximately 450 gallons/minute via 8" DIP force main to Manhole #
SP72514005 Located at 1504 Yates Store Rd.
Downstream Spill Impact: Chatham — Indian Creek to Jordan Lake
Sewer Bypass Plan: An emergency connection exists at Forest Oaks Pump Station.
Forest Oaks Pump Station can be supported by using one (CD-103) 4" pump with a
secondary 4" (CD-103) pump as a backup. Three 5000 gallon pump and haul tanker
trucks will be used to haul sewerage from Pump Station to proposed manhole
Pump and Haul Route:.71 miles / Return Route to Pump Station: 1.4 miles

Sewer Spill Response Plan:
A spill from the Forest Oaks Pump Station would originate from the pump station. The
spill would run down stream that flows to Indian Creek to Jordan Lake. A dam would
need to be constructed to contain the sewer spill and prevent the sewer plume from
traveling downstream toward Jordan Lake. (refer to MapInfo for dam location and
receiving manhole).
The pump site should be established in the creek located behind pump station on New
Hope Church Rd. The access point to the creek is from the pump stations. Vehicular
access is limited to set pumping equipment. Sewer from the creek would be pumped
back into the pump station.
Notifications:
Chatham County Utilities & Water (Days): 919-542-8270
Chatham County Utilities & Water (After hours, weekends and holidays): 919-303-0055
Town of Apex: Jimmy Cornell 919-249-3536
Town of Apex 24 hour water/sewer emergencies: 919-372-7475
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
US Army Corps of Engineers: John Rochevot 919-542-4501

Copperleaf Pump Station
Contingency Plan
UPDATED MARCH 2O23
Peak Flow — 432,000 gpd
Specified conditions: 300 gpm at 105 TDH
Situation: Copperleaf Pump Station collects wastewater from the Copperleaf Sub -
Division. It collects approximately 37,800 average gpd via 6" force main to manhole
#72410004 located at 9716 Morrisville Parkway.
Downstream Spill Impact: Cary — UT to White Oak Creek
Sewer Bypass Plan: An emergency connection exists at the Copperleaf Pump Station.
It can be supported by using one 4" (CD-103) trailer mounted Diesel pump with a
secondary 4" (CD-103) pump for back up. 2 Town owned Vac trucks can also be used to
collect liquids from the wet well and hauled away to 9716 Morrisville Parkway. to
manhole #72410004 where liquids collected can be discharged. Lyons Septic Tank (919-
685-2770 / 919-389-2867) can also be used as a backup in case vac trucks are
unavailable.
(See map below)

`IN4
� �'� .� 4 Jam_: e.ie.:r� -x �iE, � i�) • `` 4`31'Qsy y�$� �� y -d � t
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+7214 , �r= lei,
7 200�4 39 sa '� - l e 403
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I ii
f�.
Pump and Haul Route:.6 miles / Return Route to Pump Station:.6 miles
Notifications:
Cary Public Works and Utilities (7am-7pm) 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays) 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm) 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays)
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

West Cary Pump Station
Contingency Plan
UPDATED APRIL 2023
Build out Single — 22,000,000 Gallons Per Day / 15,278 gal/minute
Build out Dual — 44,000,000 Gallons Per Day / 30,556 gal/minute
Situation: West Cary Pump Station collects wastewater from the off line White Oak and
Cary Glen Pump Stations, Kit Creek Pump Station, and Morris Branch Pump Station.
The station transfers approximately 7,488,000 gallons/day via (2) parallel 30" force
mains to where it empties into a transition box and gravity feeds via 48" Hobas pipe to
Beaver Creek Pump Station.
Downstream Spill Impact: Cary and Apex — Bachelor Branch into White Oak Creek
Sewer Bypass Plan: An emergency connection exists at the West Cary Pump Station.
Two (HL-250M) 12" pumps will be required. One would be the primary pump and the
second would be the secondary pump. HDPE pipe will be required to make connections
from the 12" pump to the bypass connections. West Cary pumps to a parallel 30" force
main. It is equipped to use either force main if an emergency exists. (See map below)

Notifications:
Town of Apex: Jimmy Cornell 919-249-3536
Town of Apex 24 hour water/sewer emergencies: 919-372-7475
Cary Public Works and Utilities (7am-7pm) 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays) 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm) 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays)
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
US Army Corps of Engineers: John Rochevot 919-542-4501

Beaver Creek Pump Station
Contingency Plan
UPDATED APRIL 2023
Build out Single 36"— 24,000,000 Gallons Per Day / 16,667 Gallons Per Minute
Build out Dual — 44,000,000 Gallons Per Day / 30,556 Gallons Per Minute
Build out Single 42" — 36,000,000 Gallons Per Day / 25,000 Gallons Per Minute
Build out Dual 36" & 48"— 48,000,000 Gallons Per Day / 33,333 Gallons Per Minute
Situation: Beaver Creek Cary Pump Station collects wastewater from West Cary Pump
Station by means of a 54" pipe and from Apex's 42" DIP. The Complex then transfers
approximately 8,000,000 gallons/day via (2) parallel force mains (36" or 42") to where it
empties into a manhole #SP72520047 inside the fence at the WWRWRF.
Downstream Spill Impact: Cary — Reedy Branch into Lake Jordan
Sewer Bypass Plan: An emergency connection exists at the Beaver Creek Pump
Station. Two 12" pumps (CD-300 Model Pumps) can be used for a bypass connection
fitting the 24" to the bypass of the station. If by-passing isn't feasible due to force main
failures, it will take (45) 7,500 gallon tanker trucks per hour to haul 337,500 gals which
will be 1080 truck loads over a (24) hour span for a total of 8,100,000 gals. Pump and
Haul would be the last resort.
(See Storage Capacity below)
Beaver Creek Pump Station; Estimated emergency manhole storage capacity
Storage
Manhole
height (ft)
Manhole
diameter
to elev.
Volume
station
(ft)
246'
(gallons)
10+00
8
14
5,261
11+68
8
13
4,885
16+10
8
13
4,885
29+12
8
12
4,510
33+75
8
11
4,134
39+62
8
10.5
3,946
42+12
8
10
3,758
45+88
8
10
3,758

49+46 8 10 3,758
Upstream is "future 36" sewer" (Apex Beaver Creek gravity sewer others)
Controlling MH elevation (any MH elev below 246')
2+30
6
9
1,902
4+55
6
9
1,902
8+55
6
8
1,691
12+55
6
7.5
1,585
15+66
6
7
1,480
18+92
6
6.5
1,374
22+92
6
5
1,057
26+40
6
5
1,057
29+85
6
4.5
951
33+85
6
4
846
37+85
6
3.5
740
Total
53,480cf (7.48 gals/cf) = 400,030 gals of storage
(See Map Below)

Station Emergency Storage Volume
x 15!5 (71s" Y z,�
9s/ 1'.s " J, ( a, ��, — 5 L-1 7- (91 40�e)
�S/x �s/ X-SAn)
z
Oee Sire V, = Z,
I,zlz e-,
r
Notifications:

Town of Apex: Jimmy Cornell 919-249-3536
Town of Apex 24 hour water/sewer emergencies: 919-372-7475
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or
919-469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
US Army Corps of Engineers: John Rochevot 919-542-4501

Lower Breckenridge Pump Station
Contingency Plan
UPDATED MARCH 2O23
Average Daily Flow—1,075,680 Gallons Per Day
Peak Flow — 747 gal/minute
Situation: Lower Breckenridge Pump Station collects wastewater from West
Breckenridge and Terrace II Pump Stations along with Terrace at Breckenridge and
Manor at Breckenridge Sub -Divisions and transfers approximately 1,075,680 gallons/day
via 10" force main to a manhole #74619040 off McCrimmon Pky just up from Church St.
on the right side of the road.
Downstream Spill Impact: Cary — Kit Creek
Sewer Bypass Plan: An emergency bypass connection exists at Lower Breckenridge
Pump Station. Two 4" pumps (CD-103) with one used as back up can be used for a
bypass connection fitting the 4" to the bypass of the station.
Alternative Pump and Haul: If by-passing isn't feasible due to force main failures,
approximately 85' of discharge piping is needed to string along the service road to the
pump station from the station to the fill stand using four 5000 gallon pumper trucks to
haul sewerage from the pump station to a manhole (SP74619040) located off
McCrimmon Parkwav lust east Church Street on the right. (See man below)

Notifications:
Morrisville Public Works and Utilities (Days): 919-463-7070
Morrisville Public Works and Utilities (After hours, weekends and holidays):
919-862-6367
Secondary after hours Morrisville contact: Steven Spruill 910-470-8745
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Terrace II Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 172,800 Gallons per Day
Peak Flow —120 gal/minute
Situation: Terrace II Pump Station collects wastewater from Breckenridge sub -division
and transfers approximately 172,800 gallons/day via 4" force main which empties into
manhole #SP73619024 located off Walnut Woods Dr. where it empties into the West
Breckenridge Pump Station.
Downstream Spill Impact: Cary — Kit Creek
Sewer Bypass Plan: An emergency bypass connection exists at Terrace II Pump
Station. Two 4" pumps (CD-103) with one used as back up can be used for a bypass
connection.
If no pumps are available, two 5000 gallon pumper trucks will be used to haul sewerage
from the Pump Station to a manhole #SP73619024 located off Walnut Woods Dr.
(See map below)

417
r 40
10
Breckenridge
S r�1 c ,cTerrae II,, ��►�"�
,Pump and Naul
zy
✓9� ,�.-.� `fir i +� k
adi
-ti;r,.,
F
Pump and Haul Route:.3 miles / Return Route to Pump Station:.3 miles
Notifications:
Morrisville Public Works and Utilities (Days): 919-463-7070
Morrisville Public Works and Utilities (After hours, weekends and holidays):
919-862-6367
Secondary after hours Morrisville contact: Steven Spruill 910-470-8745
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or
919-469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

West Breckenridge Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 360,000 Gallons per Day
Peak Flow — 250 gal/minute
Situation: West Breckenridge Pump Station collects wastewater from Breckenridge sub-
division and from the Terrace II Pump Station and transfers approximately 360,000
gallons/day via 6" force main to manhole #SP73620060 off of Willingham Rd.
Downstream Spill Impact: Cary — Kit Creek
Sewer Bypass Plan: An emergency bypass connection exists at West Breckenridge
Pump Station. It can be supported by using one 4" (CD-103) trailer mounted diesel
pump with a secondary 4" (CD-103) pump for back up. Three 5,000 gallon pumper
trucks will be used to transfer liquids from the Pump Station to discharge collected
liquids into manhole #SP73620060 on Willingham Rd.
(See map below)

�•wlL
Pump and Haul Route:.3 miles —.q) Station 5
Notifications:
Morrisville Public Works and Utilities (Days): 919-463-7070
Morrisville Public Works and Utilities (After hours, weekends and holidays):
919-862-6367
Secondary after hours Morrisville contact: Steven Spruill 910-470-8745
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or
919-469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Aviation Parkway Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 3,872,160 Gallons per Day (At Build Out)
Peak Flow — 2689 gal/minute
Situation: Aviation Parkway Pump Station collects wastewater from Green Woods, H C Sears Jr.,
Morrisville Heights and Downing Glen Subdivisions also from International Dr. and Perimeter Park
Office Building.
Downstream Spill Impact: Cary — Crabtree Creek and Lake Crabtree
Sewer Bypass Plan: An emergency bypass connection exists at the Aviation Parkway Pump Station.
Two (CD-225) 8 Inch Pumps will be needed to be set up at Pump Station with one as a back up.
Discharge hoses will need to be run to Manhole # SP75511014. Manhole # SP75511014 is 1,530ft from
pump Station. The pump station has 2-by pass connections and 2 separate force main discharge locations
(purple and yellow force mains).

Sewer Spill Response Plan:
A spill from the Aviation Parkway Pump Station would originate at the pump station.
The spill would run down stream that flows to Crabtree Creek to Crabtree Lake. A dam
would need to be constructed to contain the sewer spill and prevent the sewer plume from
traveling downstream toward Crabtree Lake. (Refer to MapInfo for dam location and
receiving manhole).
The pump site should be established in the creek located on Evans Rd. Manhole #
SP75511001. Vehicular access is limited to set pumping equipment. Sewer from the
creek would be pumped into the manhole located approximately 100 ft from Crabtree
Creek
Notifications:
Morrisville Public Works and Utilities (Days): 919-463-7070
Morrisville Public Works and Utilities (After hours, weekends and holidays):
919-862-6367
Secondary after hours Morrisville contact: Steven Spruill 910-470-8745
Cary Public Works and Utilities (7am-7pm) 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays) 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm) 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays)
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
US Army Corps of Engineers: John Rochevot 919-542-4501

Paramount Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 576,000 Gallons per Day
Peak Flow — 400 gal/minute
Situation: Paramount Pump Station collects wastewater from the Paramount Business
Center Complex and transfers approximately 576,000 gallons/day via 6" force main to
manhole #SP75609045 in front of the Parking entrance of the 3900 Building on
Paramount Parkway.
Downstream Spill Impact: Cary — Crabtree Creek
Sewer Bypass Plan: An emergency bypass connection exists at Paramount Pump
Station. Two (CD-103) 4" pumps with one as a back up can be used to be hooked up to
the by-pass in the event of pump failures within the station to do a bypass pumping.
In the event of a force main failure, two (CD-103) pumps with one as a back up will be
hooked up to discharge pipe 58' from the pump connected to a loading stand where
liquids will be transferred into three 5000 gal pumper trucks where they will haul the
collected liquids and solids to a manhole #SP75609012 located in a parking lot at the
3500 Building on Paramount Pkwy. (See map below)

Y*•. > ti
Pump and Haul Route:.63 miles
/ Return Route to Pump Station:.85 miles
Notifications:
Morrisville Public Works and Utilities (Days): 919-463-7070
Morrisville Public Works and Utilities (After hours, weekends and holidays):
919-862-6367
Secondary after hours Morrisville contact: Steven Spruill 910-470-8745
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
US Army Corps of Engineers: John Rochevot 919-542-4501

Perimeter Park Pump Station
Contingency Plan
UPDATED MARCH 2O23
Average Daily Flow — 3,795,840 Gallons per Day
Peak Flow — 2636 gal/minute
Situation: Perimeter Park Pump Station collects wastewater from the Perimeter Park
Office Complex and transfers approximately 3,795,840 gallons/day via 16" force main
that empties into manhole #SP75614001 on a 36" gravity sewer main on the Crabtree
Outfall.
Downstream Spill Impact: Cary — Crabtree Creek to Crabtree Lake
Sewer Bypass Plan: An emergency bypass connection exists at Perimeter Park Pump
Station. Two (CD-225) 8" pumps with one being used as a back up can be hooked up to
the by-pass in the event of pump failures within the station.
Alternative Pump and Haul: In the event of a force main failure, three (CD-150) 6"
pumps with one as a back up can be used pumping to two fill stand locations using seven
7,500 gallon tanker trucks averaging 3 trips per hour will be used to haul sewerage from
fill stations and hauling to manhole #SP75611004 located at the edge of the parking lot
next to 2501 Aerial Center Pkwy. STE 101. (See map below)

Pump and Mau] Route: 1.42 milc� / i Route to Pump Station: 1.5 miles
Notifications:
Morrisville Public Works and Utilities (Days): 919-463-7070
Morrisville Public Works and Utilities (After hours, weekends and holidays):
919-862-6367
Secondary after hours Morrisville contact: Steven Spruill 910-470-8745
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368
US Army Corps of Engineers: John Rochevot 919-542-4501

Kitts Creek Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 1,368,000 Gallons per Day
Peak Flow — 950 gal/minute
Situation: Kitts Creek Pump Station collects wastewater from the Kitts Creek and
Providence Place subdivisions and transfers approximately 950 gallons/minute via 8"
force main to Manhole #SP74609001 on Davis Dr.
Downstream Spill Impact: Cary — Kit Creek to Lake at Davis Dr and NC 540 Hwy.
Sewer Bypass Plan: An emergency bypass connection exists at Kitts Creek Pump
Station. It can be supported by using one 6" (CD-150) trailer mounted diesel pump with
a secondary 6" (CD-150) pump for backup. Seven 5000 gal pump and haul trucks will
be used to haul sewerage from Kitts Creek Pump Station to manhole (SP74605028)
located at the abandoned Circandian Pump Station (1004 Circandian Ct.)
Pump and Haul Route: 1.56 miles / Return Route to Pump Station: 1.67 miles

Sewer Spill Response Plan:
A spill from the Kitts Creek Pump Station would originate from the pump station. The
spill would run down a stream that flows to Kit Creek to the Lake at Davis Dr and NC
540 Hwy. A dam would need to be constructed to contain the sewer spill and prevent the
sewer plume from traveling downstream toward the Lake at Davis Dr and NC 540 Hwy.
(Refer to MapInfo for dam location and receiving manhole).
The pump site should be established in the creek located behind the station. The access
point to the creek is from the pump station. Vehicular access is limited to set pumping
equipment. If sewer got into the creek it would be pumped backed into the pump station
and hauled to dump point location.
Notifications -
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Aventon Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 442,080 Gallons Per Day (At Build Out Flow)
Peak Flow — 307 gpm
Firm capacity- 307 gpm
Situation: Aventon Pump Station collects wastewater from Kitts Creek Phase IV Sub -
Division. Discharge is a 4" force main to manhole # SP74605053 located at the
intersections of Glade Valley Ln and Gold Rock Ln.
Downstream Spill Impact: Cary — UT to Kitts Creek
Storage/Response time:
Firm capacity of the pump station based on a 11 /30/2012 drawdown test is 307 gpm
@ 95 gpm
Sewer Bypass Plan: An emergency bypass connection exists at the Aventon pump
station. This location can be supported by using one 4" CD-103 trailer mounted diesel
pump with a secondary 4" CD-103 pump for back up. Two Cary vac trucks can also be
used to collect liquids from the wet well and hauled away to the intersection of Gold
Rock Ln. and Glade Valley Ln. at manhole # SP74605053 where the liquids collected can
be discharged. Lyons Septic Tank (919-685-2770 / 919-389-2867) can also be used as a
backup in case vac trucks are unavailable.
Pump and Haul Route: 0.41 miles / Return Route to Pump Station: 0.61 miles

Pump and Haul Plan
Three 5000 gal pump and haul trucks will be used to haul sewerage drawing directly
from the wet well at Aventon Pump Station and then discharging to manhole
(SP74605028) located at the abandoned Circandian Pump Station in front of 1133
Circandian Ct.
Notifications:
Cary Public Works and Utilities (7am-7pm) 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays) 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm) 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays)
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Misty Groves Pump Station
Contingency Failure Plan
UPDATED MARCH 2O23
Specified Conditions — 136,800 Gallons per Day
Peak Flow — 95 gal/minute
Situation: Misty Groves Pump Station collects wastewater from the Groves at Morrisville
neighborhood. With specified conditions, it transfers approximately 136,800 gallons/day via 8"
force main to manhole #SP74520115 located behind 100 Low Country Ct.
Downstream Spill Impact: Cary — Unnamed tributary into Crabtree Creek into Lake Crabtree.
Sewer Bypass Plan: An emergency bypass connection exists at Misty Groves Pump Station.
The station can be supported by two vac trucks that can be used to collect liquids from the wet
well and hauled away to Morrisville Square Way to manhole #SP77513057 where liquids
collected can be discharged. Lyons Septic Tank (919-685-2770 / 919-389-2867) can also be used
Pump and Haul Route: 0.42 miles / Return Route to Pump Station: 0..46 miles

Notifications:
Morrisville Public Works and Utilities (Days): 919-463-7070
Morrisville Public Works and Utilities (After hours, weekends and holidays):
919-862-6367
Secondary after hours Morrisville contact: Steven Spruill 910-470-8745
Cary Public Works and Utilities (7am-7pm) 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays) 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm) 311 or 919-469-4000
Cary Marketing contact for media response and news releases (After hours, weekends and
holidays)
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Vandiver Pump Station (AKA — Providence at Pine Rail)
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 244,800 Gallons Per Day
Peak Flow = 560 gpm
Firm capacity = 637 gpm
Situation: Vandiver Pump Station collects wastewater from Providence at Yates Pond,
Woodhall and Estates at Yates Pond subdivisions. Discharge is a 8" force main to
manhole #SP72306031 located on White Oak Church Rd.
Downstream Spill Impact:
Storage/Response time: Firm capacity of the pump station based on a March 1, 2018
drawdown test is 637 gpm.
Sewer Bypass Plan: An emergency bypass connection exists at Vandiver Pump
Station. This location can be supported by using one 4" CD-103 trailer mounted diesel
pump with a secondary 4" CD-103 pump for back up.
Alternative Pump and Haul: Two vac trucks can also be used to collect liquids from the
wet well and hauled away to the West Cary Pump Station on Green Level West Road
where the liquids collected can be discharged. Lyons Septic Tank (919-685-2770 / 919-
389-2867) can also be used as a backup in case vac trucks are unavailable.
♦ ., _ ... ram.
Pump and Haul Route: 2 miles / Return Route to Pump Station: 2 miles

Notifications:
Town of Apex: Jimmy Cornell 919-249-3536
Town of Apex 24 hour water/sewer emergencies: 919-372-7475
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Destin Pump Station
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 11,200 Gallons Per Day
Peak Flow = 115 gpm
Firm capacity = 154 gpm
Situation: Destin Pump Station collects wastewater from Destin subdivision. Discharge is
a 4" force main to manhole #SP71416011 located on Ferrell Rd. W.
Downstream Spill Impact:
Storage/Response time: Firm capacity of the pump station based on a July 10, 2019
drawdown test is 154 gpm.
Sewer Bypass Plan: An emergency bypass connection exists at Destin pump station.
This location can be supported by using one 4" CD-103 trailer mounted diesel pump with
a secondary 4" CD-103 pump for back up.
Alternative Pump and Haul: Two vac trucks can also be used to collect liquids from the
wet well and hauled away to West Cary Pump Station on Green Level West Road where
the liquids collected can be discharged. Lyons Septic Tank (919-685-2770 / 919-389-
2867) can also be used as a backup in case vac trucks are unavailable.
Pump and Haul Route: 3 miles / Return Route to Pump Station: 3 miles

Notifications:
Town of Apex: Jimmy Cornell 919-249-3536
Town of Apex 24 hour water/sewer emergencies: 919-372-7475
Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

Weddington Pump Station (AKA — Dominion Estates)
Contingency Plan
UPDATED MARCH 2O23
Specified Conditions — 118,080 Gallons Per Day
Peak Flow = 270.8 gpm
Firm capacity = 393 gpm
Situation: Weddington Pump Station collects wastewater from Weddington Estates
subdivision. Discharge is a 6" force main to manhole #SP72306006 located on White
Oak Church Rd.
Downstream Spill Impact:
Storage/Response time: Firm capacity of the pump station based on a 3/17/23 drawdown
test is 393 gpm.
Sewer Bypass Plan: An emergency bypass connection exists at Weddington Pump
Station. This location can be supported by using one 4" CD-103 trailer mounted diesel
pump with a secondary 4" CD-103 pump for back up.
Alternative Pump and Haul: Two vac trucks can also be used to collect liquids from the
wet well and hauled away to West Cary Pump Station — Green Level West Road where
the liquids collected can be discharged. Lyons Septic Tank (919-685-2770 / 919-389-
2867) can also be used as a backup in case vac trucks are unavailable.
Pump and Haul Route: 0.6 miles /Return Route to Pump Station: 0.6 miles
Notifications:
Town of Apex: Jimmy Cornell 919-249-3536
Town of Apex 24 hour water/sewer emergencies: 919-372-7475

Cary Public Works and Utilities (7am-7pm): 311 or 919-469-4000
Cary Public Works and Utilities (After 7pm, weekends & holidays): 919-469-4012
Cary Marketing contact for media response and news releases (7am-7pm): 311 or 919-
469-4000
Cary Marketing contact for media response and news releases (After hours, weekends
and holidays):
NC DEQ Raleigh Regional Office: 919-791-4200
NC Emergency Management (After hours, weekends & holidays): 1-800-858-0368

ATTACHMENT I North Carolina Department of Environmental Quality
Division of Water Resources
Permit Number: WQCS00013 RECEIVED
Permit Type: Collectionection system management and operation
Facility Name: Cary Collection System MAY ,
Facility Addressl: PO Box 8005
Facility Address2:
City, State &Zip: /�
NCDFQJ0j4 Q/nlf3E)
Owner Information Details:
MUST submit a Change of Name/Ownership form to DWR to make any changes to this Owner information.
(Click Here for "Change of Name/Ownership Form)
Owner Name: Town of Cary
Owner Type: Government - Municipal Owner Type Group: Organization
*** Legally Responsible for Permit ***
(Responsible corporate officer/principle executive officer or ranking elected official/general partner or proprietor;
or any other person with delegated signatory authority from the legally responsible person.)
Owner Affiliation: Jamie Revels Title: Director Utilities
Addressl: PO Box 8005
Address2:
City, State & Zip: Cary, NC 27512-8005
Work Phone: [phone] Fax: [phone]
Email Address: [e-mail]
If any information related to specified contact persons is incorrect or no longer valid, please contact the regional office with jurisdiction
for your facility. Changes must be requested by an individual with signature authority in accordance with 15A NCAC 02T.0106.
Information and area of coverage for regional offices can be obtained at https://dea.nc.gov/contact/regional-offices.
Owner Contact Person(s)
Contact Name Title Address Phone Fax Email
Donald Bradley WW CS Operator PO Box 8005, Cary, NC 27512-8005 919-469-4095 919-469-4304 [e-mail]
Smith v
Facility Contact Person(s)
Contact Name Title Address Phone Fax Email
Permit Contact Person(s)
Contact Name Title Address Phone Fax Email
Donald Bradley Program Manager PO Box 8005, Cary, NC 27512-8005 919-469-4095 919-469-4304 donald.smith@townofcar
Smith y.org
Permit Billing Contact Person(s)
Contact Name Title Address Phone Fax Email
Donald Bradley PO Box 8005, Cary, NC 27512-8005 919-469-4095 919-469-4304 DONALD. SMITH @TOWN
Smith
Persons with Signatory Authority
Type Contact Name Title Address Phone Fax Email
Permit Donald Bradley PO Box 8005, Cary, NC 919-469-4095 919-469-4304 DONALD.SMITH@TOWN
Smith 27512-8005 OFCARY.ORG
Permit Jamie Revels Utility Director PO Box 8005, Cary, NC 919-469-4303 919-469-4304 jamie.revels@townofcary
27512-8005 org

Permit Number: WQCS00013
Permit Type: Collection system management and operation
Facility Name: Cary Collection System
Facility Addressi: PO Box 8005
Facility Address2:
City, State & Zip:
Designated Operators
If the designated operators listed below are incorrect or no longer associated with the collection system, the information can be updated by s
Operator Designation Form lick Nere for ORC Designation Form). Please provide specific details as to the changes requested, including the
designated operators. For all other operator questions or issues, please call 919-807-6353.
Facility Classification: CS4
Operator Name
Donald Bradley Smith
Role
ORC
Cert Tyoe Cert Status
CS-4 Active
Cert #
1001030
Effective Date_
10/1/2019
James Kenneth Bass
Backup
CS-4
Active
1000054
8/10/2018
Verlin Paul Campbell
Backup
CS-4
Active
986628
8/10/2018
Robert S Garner
Backup
CS-4
Active
1007496
6/1/2019
Gary L Jarrett
Backup
CS-4
Active
1010535
7/1/2021
Chad Lemke
Backup
CS-4
Active
1000563
9/11/2014
Thomas Christopher Lubcker
Backup
CS-4
Active
998695
6/13/2013
Justin Taylor McDaniel
Backup
CS-4
Active
1007085
12/13/2018
Aaron Ward Renfrow
Backup
CS-4
Active
1003897
10/1 /2020

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Shuyan Tian, PE
Town of Cary
316 N Academy St
Cary, NC 27513
Subject: Permit Renewal
Application No. WQCS00013
Cary Collection System
Wake County
Dear Permittee:
NORTH CAROLINA
Environmental Quality
May 22, 2023
The Water Quality Permitting Section acknowledges the May 22, 2023 receipt of your permit renewal application and
supporting documentation. Your application will be assigned to a permit writer within the Section's Non -discharge
permitting branch. Per G.S. 150E-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deg.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincere y, J&4
4_�L-
Cynthia Demery
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
North Carolina Department of Environmental Quality I Division of Water Resources
D_E Q Raleigh Regional Office 1 3800 Barrett Drive I Raleigh North Carolina 27609
919.791.4200