WQCS00008_Renewal (Application)_20241017

ROY-COOPER ^± S
Governor
MARY PENNY KELLEY j.4ftt
Secretory
RICHARD E.'ROGERS,JR. NORTH CAROLINA
Dirartar 'Environmental Quality
October 17, 2024
City of Burlington
Attn: Robert C. Patterson, Jr., PE
PO Box 1358
Burlington, NC 27216-1358
Subject: Permit Renewal
Application No. WQCS00008
Burlington Collection System
Alamance County
Dear Applicant:
The Water Quality Permitting Section acknowledges the October 17, 2024, receipt of your permit renewal application and
supporting documentation. Your application will be assigned to a permit writer within the Section's Non-discharge
permitting branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit.The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://www.deq.nc.gov/permits-rules/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.
Si cerel
Wre' The. ord
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
tom'D_E Q J/ North Carolina rt EInvironmental Quality I
Winston-Salem Depa Regional Office
of 450 Westnt Hanes Mlll Road,Division Suite
of 300WaterI Winston-SResourcesalem.North Carolina 27105
rr,rrsmwv�wumr� /'� 336.776.9800

Robert C. Patterson, Jr., PE
re._ Water Resources City of Burlington Water Resources Department
1302 Belmont Street Burlington, NC 27215
rij CITY OF BURLINGTON P: 336.222. 5133
www.BurlingtonNC.gov/Utilities
RECEIVED
October 14, 2024
OCT 17 2024
PERCS Unit Supervisor NCDEQ/DWR/NPDES
1617 Mail Service Center
Raleigh, NC 27699-1636
[phone]
Subject:Wastewater Collections System Permit Renewal (Permit No.WQCS00008)
Dear PERCS Unit Supervisor,
Enclosed is the City of Burlington's application for renewal of our Wastewater Collections System Permit No. WQCS00008.
The package includes the following:
• Completed Application Form CSA 04-16
• List of Satellite Systems and Agreements
• Pump Station List
• High Priority Line List
• Annual Budget for Collection System
• Capital Improvement Plan
• Response Action Plan
• Contingency Plan
• Comprehensive Collection System Map
Should you have any questions or need additional information, please feel free to contact me at 336 222-5130 or
[e-mail].
Sincerely,
Rd4A--C 1)cdt- --N
Bob Patterson, PE
Executive Director-Water Resources& Engineering
Page 1 of 1

State of North Carolina
DW R Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400—SYSTEM-WIDE WASTEWATER COLLECTION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16&SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System-wide Collection System Permitting website:
General — When submitting an application to the Municipal Permitting Unit, please use the following instructions as a
checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided
boxes will help produce a quicker review time and reduce the amount of requested additional information.
The Applicant shall submit one original and one copy of the application and supporting documentation.
The copy may be submitted in digital format.
A. Cover Letter
® Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
➢ No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
D. The appropriate annual fee for systemwide wastewater collection system permits may be found at:
D. Annual Non-Discharge Fees
C. System-Wide Wastewater Collection System (FORM: CSA 04-16) Application:
CO 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 5

f
E. Summary of Attachments Required:
El Instruction A: Cover Letter
(8I Instruction C: Application
❑ Instruction C: Ownership Documentation (i.e.CPCN) (If necessary)
• Instruction I): Delegation Letter(If necessary for signing official)
® Section IV.3 Pump Station List
® Section IV.4 High Priority Lines List
El Section V.4 Annual Budget for Collection System(Updated and Approved)
El Section V.6 Capital Improvement Plan(Updated and Approved)
® Section VI.2 Response Action Plan
El Section VI.4 Contingency Plan
Section VI.6 Comprehensive Collection System Map
❑ Section VII Note Any Potential Compliance Issues
THE COMPLETED APPLICATION PACKAGE,INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS,SHOULD BE SENT TO:
NCDEQ-DWR
Water Quality Permitting Section
MUNICIPAL PERMITTING UNIT
By U.S.Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N.SALISBURY ST.Suite 925
RALEIGH,NORTH CAROLINA 27699-1617 RALEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone] TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION CSA 04-16& SUPPORTING DOCUMENTATION Page 2 of 5

•
I. APPLICANT INFORMATION:
1. Applicant's name(Municipality,Public Utility,etc):City of Burlington
2. Facility Information: Name: Burlington Collection System Permit No.:WQCS00008
3. Applicant type: ® Municipal ❑ State ❑Privately-Owned Public Utility
❑County ❑Other:
4. Signature authority's name:Robert C.Patterson,Jr. per 15A NCAC 02T.0106(b)
Title:Executive Director of Water Resources&Engineering
5. Applicant's mailing address: PO Box 1358
City:Burlington State:NC Zip:27215-1358
6. Applicant's contact information:
Phone number:[phone] Fax number:( )_- Email address:[e-mail]
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name:Donnie West
2. Title/Affiliation: Supervisor of Water&Sewer Pipe Maintenance—City of Burlington
3. Contact's mailing address: P.O.Box 1358
4. City:Burlington State:NC Zip:27215-1358
5. Contact's information:
Phone number: [phone] Fax number:( )_- Email address:[e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Permit Renewal? ❑New ®Renewal
2. County System is located in: Alamance County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s):City of Burlington—East Burlington WWTP& South Burlington WWTP
4. WWTF Permit Number(s): NC0023868(East Burlington WWTP)&NC0023876(South Burlington WWTP)
5. What is the wastewater type? 79%Domestic or 21%Industrial(See 15A NCAC 02T.0103(20))
1—). Is there a Pretreatment Program in effect?®Yes or❑No
6. Wastewater flow: 11.186 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 24.00 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or® Representative Data
9. Population served by the collection system:60,032
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 418.5(miles)
Force Main 3.54(miles)
Vacuum Sewer 0(miles)
Pressure Sewer 0(miles)
APPLICATION CSA 04-16 Page 3 of 5

f
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 4
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 owner is a council-manager form of local government in which the city council is responsible for setting utility rates and
approving annual budgets. The structure of the City's staff responsible for the management. operation and maintenance of the
collection system is as follows: City Manager.Executive Director of Water Resources&Engineering,Assistant Water Resources
Direction—Field Operations,Supervisor of Water&Sewer Pipe Maintenance, Water&Sewer Pipe Maintenance Field Supervisor,
Water& Sewer Pipe Maintenance Filed Crews. The Supervisor of Water& Sewer Pipe Maintenance and Water& Sewer Pipe
Maintenance Field Supervisor oversee the daily operations of the Collection System.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.020 I
Main ORC Name: Donnie Lee West Certification Number:29078
Back-Up ORC Name: Jimmy Andrew McCoy Certification Number: 995339
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: $1659.191
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $31.125M(5-year plan),7.67M FY 24-25
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)
Town of Gibsonville sewer collection system Rob Elliott 129 W.Main St.Gibsonville,NC 27249 [phone]
Town of Elon sewer collection system Donnie Wood 214 Johnson St.Elon,NC 27244 [phone]
Town of Haw River sewer collection system Robert Brewer 403 E. Main St.Haw River,NC 27258 [phone]
Town of Swepsonville sewer collection system Blake Scott 2747 Darrell Newton Dr.Graham,NC 27253
[phone] Ext. 103
City of Graham sewer collection system Tonya Mann 201 S.Main St.Graham,NC 27253 [phone]
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD(Average daily flow)
APPLICATION CSA 04-16 Page 4 of 5

• 9. List any agreements or ordinances currently in place to address flows from satellite systems:
See Satellite Systems Section 2
VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place®Yes or❑No
2. If Yes,submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place?®Yes or❑ No
4. If Yes,submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? ® Yes or❑ No
6. Submit a submit a copy of the collection system map(CD or hardcopy)or indicate a schedule for completion
7. Thoroughly read and review the System-Wide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Current If no,Indicate a Typical
Permit Condition Compliance Compliance
Compliance? Date Schedule
I(4)—Grease ordinance with legal authority to inspect/enforce ®Yes ❑No 12—18 mo.
I(5)— Grease inspection and enforcement program ®Yes ❑No 12—18 mo.
I(6)—Three to five year current Capital Improvement Plan. ®Yes ❑No 12— 18 mo.
I(8)—Pump station contingency plan ®Yes ❑No 3 mo.
I(9)—Pump station identification signs. ®Yes ❑No 3 mo.
I(11)—Functional and conspicuous audible and visual alarms. ®Yes 0 No 3—6 mo.
II(5)—Spare pumps for any station where one pump cannot
handle peak flows alone(in a duplex station,the 2nd pump is ®Yes ❑No 6—9 mo.
the spare if pump reliability is met).
II(7)—Accessible right-of-ways and easements. ®Yes ❑No 6—12 mo.
II(9)—Response action plan with Items 9(a—h). ®Yes 0 No 3 mo.
III(3)—Comprehensive collection system map ®Yes ❑No 10%per year
For conditions not listed,compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet(attach clarification if needed):
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
I,Robert C.Patterson(Executive Director of Water Resources&Engineering) attest that this application for City of Burlington
(Signature Authority's Name&Title from Item 1.4) (Facility name from Item I.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included,this application package
will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well as civil penalties up to$25,000 per violation.
APPLICATION CSA 04-16 Page 5 of 5

Ro c P6dtt,
Signature: Date: 10/09/2024
APPLICATION CSA 04-16 Page 6 of 5

Water/Sewer Allocation Terms of Agreement At-a-Glance
Village of Alamance
Water 500,000gpd max,no minimum From 12/2/1985 until 10 years from date of agreement,then year to year
Sewer(S) 144,000gpd max, 50,000gpd min From 4/1/1989 until 10 years from date of agreement,then year to year
Elon
Water 1,600,000gpd max,no minimum* From 4/6/1979 until 5/7/2027(40 years from amendment on 5/7/1987)
Sewer(S) 700,000gpd max, no minimum* From 4/6/1979 until 5/7/2027
Sewer(E) 900,000gpd max,no minimum* From 4/6/1979 until 5/7/2027
*Allocations agreement updated to these totals on 1/10/2006,all other terms of agreement remain in effect.
Gibsonville
Water 2,500,000gpd max,no minimum From 3/21/2005 until 12/31/2030
Sewer(S) 800,000gpd max,no minimum From 6/30/2005 until 6/30/2025;Amended to allow acceptance of Whitsett flow
03/20/2018
Sewer(E) 750,000gpd max. no minimum From 6/30/2005 until 6/30/2025
Graham
Water Burlington and Graham split the cost of a booster pump station 8/21/1981 to share water as needed;no limits set.
Sewer(S) 500,000gpd max, no minimum Capacity increased 1/3/2006; original agreement on 1/21/1970 gave no end date,
stated COB could end agreement if treatment plant/outfall line reaches capacity.
Greensboro
Water 5 mill gpd max, 1.5 mill gpd min From 7/1/2018 until 7/1/2028
Sewer Max 900k gpd/no min From 7/1/2018 until 7/1/2028, Burlington shall compensate Greensboro for
accepting sewer from customers who live in Guilford County but receive water
from Burlington-owned lines.
Green Level
Sewer(E) 250.000 gpd max. no min New contract approved 10/02/2012; contract for 20 years from completion of
force main project=first flow measured 6/10/2015.

Water/Sewer Allocation Terms of Agreement At-a-Glance
Haw River
Water 1,500,000gpd max, no min New allocation set 1/3/2006; contract from 6/2/1998 until 6/2/2018,then yr to yr
Sewer (E) 1,000,000gpd max,no min From 9/16/2008 until 9/16/2018; then year to year
Ossipee
Water 100.000 gpd max. no min Contract approved 8/06/2012; contract 20 years from completion of water line -
=in service date June 2016
Swepsonville
Sewer(5) 400,000 gpd max,no min New allocation set 9/16/2008; expiration in 10 years=9/16/2018, then year to
year
Whitsett
Water 500,000 gpd max,no min Contract approved 7/19/2005;contract 20 years until 7/19/2025
Sewer (S) 40,000 gpd max,no min City Council 04/25/17, amended to allow connection to Gibsonville 01/02/2018
(E)=East Burlington Wastewater Treatment Plant
(5)= South Burlington Wastewater Treatment Plant

P Water Resources
A.) CITY OF BURLINGTON
CITY OF BURLINGTON
SEWER CONSUMPTION & ALLOCATION
FOR MUNICIPAL CUSTOMERS
EAST BURLINGTON WASTEWATER TREATMENT PLANT (EBWWTP)
AVERAGE CONSUMPTION - 2023 EXISTING ALLOCATION
MUNICIPALITY (GPD)* (GPD)*
ELON 176,745 900,000
HAW RIVER 232,658 1,000,000
GIBSONVILLE 223,949 750,000
GREEN LEVEL 144,134 250,000
TOTAL 777,486 2,900,000
SOUTH BURLINGTON WASTEWATER TREATMENT PLANT (SBWWTP)
AVERAGE CONSUMPTION - 2023 EXISTING ALLOCATION
MUNICIPALITY (GPD)* (GPD)*
ELON 496,831 700,000
GIBSONVILLE 484,850 800,000
VILLAGE OF ALAMANCE 57,966 144,000
GRAHAM 203,126 500,000
SWEPSONVILLE 225,304 400,000
WHITSETT 0 40,000
TOTAL 1,468,077 2,584,000
*Gallon Per Day

NORTH CAROLINA
ALAMANCE COUNTY
GUILFORD COUNTY
THIS AGREEMENT, made and entered into this the ?O day of March, 2018 by and
between the TOWN OF GIBSONVILLE, a municipal corporation located in Alamance County,
North Carolina and Guilford County, North Carolina, hereinafter referred to as "Gibsonville", and
the CITY OF BURLINGTON, a municipal corporation, located in Alamance County, North
Carolina,and in Guilford County,North Carolina, hereinafter referred to as"Burlington";
WITNESSETH:
WHEREAS, Burlington is a regional provider of wastewater treatment services;and
WHEREAS, Burlington owns, maintains, and operates two sanitary wastewater treatment
plants, the East Burlington Wastewater Treatment Plant, located at 225 Stone Quarry Road in
Burlington, and the South Burlington Wastewater Treatment Plant located at 2471 Boywood Road in
Alamance County,North Carolina;and
WHEREAS, at the present time, Burlington has municipal contracts for the treatment of
wastewater the following: Town of Elon, Town of Gibsonville, Village of Alamance, Town of
Green Level, Town of Haw River, Town of Swepsonville, Town of Whitsett, and City of Graham
(portion of jurisdiction);and
WHEREAS,each of Burlington's municipal customers constructs,maintains,and operates its
water distribution and/or wastewater collection systems as its own enterprise fund as provided by
N.C.G.S 160A-312. In doing so, each municipality maintains its own water/sewer lines, maintains its
own customer base for citizens within its corporate limits, and bills and collects rents from its
customers;and
WHEREAS, in so operating its own water and/or sewer enterprise fund, each municipal
customer of Burlington establishes water and/or sewer rates at such a level as to adequately maintain
and repair its water distribution and/or wastewater collection systems; and
WHEREAS, the primary method of measuring sewage flow from each municipality into
Burlington's collection systems is a flow meter at the connection point where a municipality's
sewage empties into Burlington's collection system;and
WHEREAS,Gibsonville's wastewater collection system discharges to Burlington's
wastewater collection system under an agreement originally dated April 8, 1980,and subsequently
amended, March 21,2005; and
WHEREAS,pursuant to Paragraph (2)of the WASTEWATER TREATMENT
AGREEMENT dated March 21,2005, Burlington has assigned to Gibsonville seven hundred fifty
thousand (750,000)gallons per day capacity at its East Burlington Wastewater Treatment Plant for
Gibsonville's north facility discharge and eight hundred thousand(800,000) gallons per day capacity
at the South Burlington Wastewater Treatment Plant for its south facility discharge;and

WHEREAS,as with all of it municipal sewer treatment contracts, said March 21,2005
AGREEMENT specified in Paragraph(5)that Gibsonville agreed not to extend wastewater treatment
services to any other municipality without the prior written consent and approval of Burlington; and
WHEREAS, per an AGREEMENT between the Town of Whitsett and Burlington dated
April 25, 2017, Burlington allowed the Town of Whitsett an allocation of 40,000 gallons per day
capacity at the South Burlington Wastewater Treatment Plant via one connection to Burlington's
wastewater collection system located at the western end of the City's Springwood Park Outfall; and
WHEREAS,one developer has approached the Town of Whitsett with plans to develop an
approximate 25 acre tract of real property in the corporate limits of Whitsett abutting US HWY 70
for residential development; and
WHEREAS,the Town of Whitsett's engineering study estimated the cost to the Town of
Whitsett to provide sewer service would be substantially less if, at this time,the Town of Whitsett
could empty is sewage flow from this development into Gibsonville's existing sewer line in US
HWY 70 instead of building out the planned gravity flow line to Burlington's Springwood Park
Outfall; and
WHEREAS,on January 16,2018 the Burlington City Council approved a request by the
Town of Whitsett to amend the AGREEMENT between the Town of Whitsett and the City of
Burlington dated April 25,2017 to allow the Town of Whitsett to connect its proposed wastewater
collection system to the wastewater collection system operated by Gibsonville; and
WHEREAS, wastewater flow from the Town of Whitsett would eventually flow to the same
point in the City of Burlington's wastewater collection system whether via connection to
Gibsonville's wastewater collection system,or directly to the City of Burlington's wastewater
collection system as previously agreed upon;
NOW THEREFORE,the parties hereto in consideration of the mutual stipulations and
agreements herein contained, and in consideration of the sum of One Dollar($1.00)each to the other
in hand paid the receipt of which is hereby acknowledged, hereby contract and agree as follows:
(1) The WASTEWATER TREATMENT AGREEMENT dated March 21,2005 by and between
Burlington and Gibsonville remains in full force and affect except as amended by this
AGREEMENT.
(2) Paragraph(5)of the March 21,2005 WASTEWATER TREATMENT AGREEMENT is
modified pursuant to Paragraph (4)of said AGREEMENT, to allow Gibsonville to provide
wastewater collection for portions of the Town of Whitsett at connection points specified as
follows: The Town of Whitsett may connect to Gibsonville's wastewater collection system at two
locations: (a) near the intersection of Frissell Drive and US HWY 70, and(b) in the vicinity of
Winnabow Drive in the Phase 2 of the Lindley Park Estates Phase 11 Subdivision.
(3) The allocation of 40,000 gallons per day of capacity at the South Burlington Wastewater
Treatment plant to the Town of Whitsett shall remain unchanged,and shall not be included in

Gibsonville's allocated capacity of 800,000 gallons to the South Burlington Wastewater
Treatment Plant.
(4) Billing for sewer/wastewater service for flow generated by the Town of Whitsett customers shall
remain as stipulated in Paragraph (13)of the April 25, 2017 AGREEMENT by and between the
Town of Whitsett and Burlington. Gibsonville may negotiate a separate charge for wastewater
conveyance directly with the Town of Whitsett.
IN WITNESS WHEREOF, the Town of Gibsonville, pursuant to authority duly given, has
caused this instrument to be executed on its behalf by its Mayor and to be attested by its Town Clerk
and its corporate seal hereto attached; and the City of Burlington, pursuant to authority granted by
Resolution adopted on the A0 day of March ,2018,has caused this agreement to be executed
in its behalf by its Mayor, to be attested by its City Clerk and its corporate seal hereunto attached,
and this agreement is executed in duplicate.
TOWN OF GIBSONVILLE
°', By: ( i--------Cf .
.• Leonard Williams,Mayor
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ATTEST: -i.*• SEAL
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La rie Yarbrou Town C1 rk %.(;)�•.`]87 i �,,c,,,
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"SdNVI LL .i,,'
CITY OF BURLIN N
By:
-<. lan t , ayor
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MOP ;., ° °° Q i
Renee M. Ward,City Cle k go
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NORTH C_AROLINA ) •
•
WASTEWATER TREATMENT AGREEMENT
. ALAMANCE/GUILFORD COUNTIES
THIS AGREEMENT, made and entered into this o21 _ day of
ITatrON • , 2005, by and between the "TOWN OF
GIBSONVILLE", a municipal corporation of the State of North
Carolina, situate in Guilford and Alamance Counties, North
Carolina, hereinafter referred to as "Gibsonville", and the "CITY
OF BURLINGTON", a municipal corporation of the State of North
Carolina, situate in Alamance and Guilford Counties, North
Carolina, hereinafter referred to as "Burlington";
WITNESSET H:
WHEREAS, Gibsonville is a growing community and needs
additional wastewater treatment capacity; and
WHEREAS, in this connection Gibsonville has requested
Burlington to provide additional wastewater treatment capacity;
and
WHEREAS, Burlington has a sufficient capacity to treat the
wastewater of Gibsonville to the extent as hereinafter set forth;
and
WHEREAS, Burlington desires to assist Gibsonville in filling
its future needs for wastewater treatment as herein set forth;
and
WHEREAS, in light of the recently requested changes to the
already existing wastewater treatment agreements between
Burlington and Gibsonville, both municipalities deem it
appropriate to consolidate the pertinent provisions of all
previous agreements including the recently requested changes into
this new Agreement which upon becoming effective, shall supercede
all other Agreements; and
WHEREAS, this ...r.. -.y- ............. will provide the t( ra::. ..: d
conditions upon which wai.ewaL .L. L.c.�atinent will ,...e provi:, : : :.:y
Burlington to Gibsonville; and
NOW, THEREFORE, for and in consideration of the mutual
covenants herein contained, it is agreed by Burlington and
Gibsonville hereto as follows:

(1) The term of this Agreement shall be for twenty (20)
years commencing with the effective date as provided for in
provision 7 .
Upon the expiration of said term or upon a request and
showing of a need for additional wastewater treatment capacity
whichever earlier occurs, it is the strong desire of the present
governing bodies of the Town of Gibsonville and the City of
Burlington to renew this agreement in accordance with the
prevailing applicable statutes governing such agreements between
municipalities . However, being fully cognizant that conditions
and circumstances may substantially change during the initial
term of this agreement arid prior to the expiration thereof or a
showing of a need of additional capacity of wastewater treatment
capacity, the Town of Gibsonville and the City of Burlington
wholeheartedly encourage the then governing bodies to negotiate a
renewal term of this agreement to be based upon the Town of
treatment capacity and the
Gibsonville' s needs for wastewaterP
► h wastewater treatment
ability to provide such City of Burlington' s abil y
capacity demands to the Town of Gibsonville . To the fullest
extent allowable under present law, both the Town of Gibsonville
and the City of Burlington endorse the execution of a renewal of
this agreement by the then governing bodies at the expiration of
the initial term or earlier aforesaid. However, the parties
hereto agree that the strong expression of a renewal of this
agreement if held to be void by a court of law shall not
otherwise invalidate the present term or any other provisions of
this agreement, and the same to remain in full force and effect.
(2) Burlington assigns Seven Hundred Fifty Thousand
(750, 000) gallons per day capacity at its East Burlington
Wastewater Treatment Plant for Gibsonville' s North facility
discharge and Eight Hundred Thousand (800, 000) gallons per day
treatment capacity at its South Burlington Wastewater Treatment
Plant for Gibsonville' s South Facility discharge beginning the
effective date of this Agreement . The flow shall be calculated
on the basis of the average of the daily flows during each month.
Gibsonville shall manage and control its own sewage system and
allot its assigned waste volumes to its customers at its
discretion.
() Gibsonville ayiee5 Le pay tic plcvailirlg municipal rr:t.
to Burlington for any and all- wastewater conveyed" to 'Burlington;
(4) Gibsonville agrees that it shall at all times be
subject to the pertinent provisions of the sewer use ordinances
of Burlington and all applicable state and federal laws and

•
regulations as presently existing and as may from time to time be •
subsequently amended.
(5) Gibsonville agrees not to extend wastewater treatment
services to any other municipality without the prior written
consent and approval of the City of Burlington.
( 6) Gibsonville may withdraw from the Burlington system and
terminate this Agreement by serving sixty (60) days written
notice to Burlington. Burlington may terminate this Agreement
upon a showing of repeated violations by Gibsonville of any
federal and state laws or Burlington' s sewer use ordinances or
the terms and conditions of this Agreement. Before terminating
this Agreement, Burlington will give sixty (60) days written
notice to Gibsonville. If Gibsonville does not cure or institute
all necessary remedial measures to address any such violations
within one hundred eighty (180) days of the date of the notice,
the termination of this Agreement shall take effect without
further notice . If there is a termination of this Agreement,
Burlington shall have no further responsibility to provide
wastewater treatment for Gibsonville.
(7) This Agreement shall become effective on the date the
North Carolina General Assembly approves the de-annexation and
re-annexation of lands identified in the Burlington - Gibsonville
Joint Annexation Agreement; provided however, in the event the
General Assembly does not grant approval as aforesaid, this
Agreement shall be null and void.
IN WITNESS WHEREOF, the parties have caused this Agreement
to be executed, as of the day and year first above written.
��.•�� GIBSp�� ,° TO OF a I B LE
o' By:
*' Leon rd Wil jams, Mayor
•
ATTEST : "'
r'--
own Cler
("TT( OF BU T.INCT()N
By; .T
,04.00 me o,,°°v Stephen M. Ross, Mayor
•••'''•T�'L
ATTEST: •
Pp
City Clerk.>- f• npl
r
af a
0
pr�4.0�ooPyricri
-L,d0o`���

NORTH CAROLINA
WASTEWATER TREATMENT AGREEMENT
ALAMANCE/GUILFORD COUNTIES
THIS AGREEMENT, made and entered into this a21 day of
114
, 2005, by and between the "TOWN OF
GIBSONVILLE", a municipal corporation of the State of North
Carolina, situate in Guilford and Alamance Counties, North
Carolina, hereinafter referred to as "Gibsonville", and the "CITY
OF BURLINGTON", a municipal corporation of the State of North
Carolina, situate in Alamance and Guilford Counties, North
Carolina, hereinafter referred to as "Burlington";
WITNESSET H:
WHEREAS, Gibsonville is a growing community and needs
additional wastewater treatment capacity; and
WHEREAS, in this connection Gibsonville has requested
Burlington to provide additional wastewater treatment capacity;
and
WHEREAS, Burlington has a sufficient capacity to treat the
wastewater of Gibsonville to the extent as hereinafter set forth;
and
WHEREAS, Burlington B rlin on desires to assist Gibsonville in filling
its future needs for wastewater treatment as herein set forth;
and
WHEREAS, in light of the recently requested changes to the
already existing wastewater treatment agreements between
Burlington and Gibsonville, both municipalities deem it
appropriate to consolidate the pertinent provisions of all
previous agreements including the recently requested changes into
this new Agreement which upon becoming effective, shall supercede
all other Agreements; and
WHEREAS, this new Agreement will provide the terms and
conditions upon which wastewater treatment will be provided by
Burlington -to Gibsonville; and .
NOW, THEREFORE, for and in consideration of the mutual
covenants herein contained, it is agreed by Burlington and
Gibsonville hereto as follows :
ti
III

•
regulations as presently existing and as may from time to time be
subsequently amended.
. (5) Gibsonville agrees not to extend wastewater treatment
services to any other municipality without the prior written
consent and approval of the City of Burlington.
( 6) Gibsonville may withdraw from the Burlington system and
terminate this Agreement by serving sixty (60) days written
notice to Burlington. Burlington may terminate this Agreement
upon a showing of repeated violations by Gibsonville of any
federal and state laws or. Burlington' s sewer use ordinances or
the terms and conditions of this Agreement . Before terminatir
this Agreement, Burlington will give sixty (60) days written
notice to Gibsonville. If Gibsonville does not cure or ins'
all necessary remedial measures to address any such violat ; . . J
within orie hundred eighty (180) days of the date of the r• �y
the termination of this Agreement shall take effect wits ` . -p
further notice. If there is a termination of this AgrFQ \,Nr
Burlington shall have no further responsibility to pre
wastewater treatment for Gibsonville.
(7) This Agreement shall become effective on the date the
North Carolina General Assembly approves the de-annexation and
re-annexation of lands identified in the Burlington - Gibsonville
Joint Annexation Agreement; provided however, in the event the
General Assembly does not grant approval as aforesaid, this
Agreement shall be null and void.
IN WITNESS WHEREOF, the parties have caused this Agreement
to be executed, as of the day and year first above written.
•..0•'F GIBSo�'%, TO OF ILO , .: , LE
:::'-o.• C.01. 0 ,/
I t S Leon. rd Williams, Mayor
*.
ATTEST:
own Cler ,,,5 ,
CITY OF BURLINGTON
y
♦0•e•••••I•N'•8,o,,o Stephen M. Ross, Mayor
lik ATTEST:
ity Clerk:?.. . :At
M
LL
v _I= i it
••
r
\ OHO •.0 , r
•.nen.l•'•
,gO°Di,, cY RAO•�M♦o♦�

Damman Leigh
from: Patterson Bob
Sent: Friday, January 08,2010 8:51 AM
To: Damman Leigh
Subject:
Gibsonville
Leigh,
It was effective June 30, 2005
<http://www.ncga.state.nc.us/Sessions/2005/Bills/Senate/PDF/S466v4.pdf>
Bob
Bob Patterson,PE
Water Resources Director
1302 Belmont Street
PO Box 1358
Burlington,NC 27215
Ph 336.222.5130
Fx 336.570.6175
www.BurlingtonNC.gov/Utilities
www.sto rmwatersmart.org
iwww.piedmontwaterquality.org/
1

NORTH CAROLINA
SHARED WATER, SEWER, &
OTHER MUNICIPAL SERVICES
ALAMANCE/GUILFORD COUNTIES
THIS AGREEMENT, made and entered into this , — day of
Mom,' . , 2005, by and between the "TOWN OF GIBSONVILLE",
a municipal corporation of the State of North Carolina, situate
in Guilford and Alamance Counties, North Carolina, hereinafter
referred to as "Gibsonville", and the "CITY OF BURLINGTON", a
municipal corporation of the State of North Carolina, situate in
Alamance County, North Carolina, hereinafter referred to as
"Burlington";
W I T N E S S E T H:
WHEREAS, the City of Burlington and the Town of
Gibsonville, both being duly incorporated municipalities under
the laws of the State of North Carolina, desire to eliminate
uncertainty concerning future growth in the areas between and
adjacent to the two municipalities; and
WHEREAS, N.C.G.S . Chapter 160A, Article 20, Part 1
authorizes municipalities to enter into binding agreements to
promote interlocal cooperation; and
WHEREAS, in accordance with N.C.G.S . Section 160A-461
Gibsonville and Burlington have by their respective boards
authorized this Agreement; and
NOW THEREFORE, for and in consideration of the acts and
things herein agreed to be done, in order to promote the most
efficient and cost-effective delivery of water, sewer, and other
municipal services to all existing and future Gibsonville and
Burlington customers, and other good and valuable consideration,
the receipt of which is hereby acknowledged, the parties hereto
agree as follows :
1 . (A) When requests are received for water and sewer
connections, all customers requesting such
service whether located in Burlington' s or
Gibsonville' s jurisdiction shall be permitted to
connect to existing water and sewer lines whether
owned by Burlington or Gibsonville. Such

connections shall be made in accordance with the
provisions of this Agreement .
(B) All fees for aforesaid service connections shall
be calculated on the basis of the prevailing
policies of and be paid to the jurisdiction in
which the property is located. All such
connections shall be made in accordance with the
engineering specifications, standards and
policies of the jurisdiction providing such water
and/or sewer service.
2 . Gi.bsonville will convey to Burlington the existing
water mains between the Gibsonville/Greensboro water
meter and the southern boundary of Carson Farms
Subdivision; and Gibsonville will convey to Burlington
the water lines that serve the North Carolina
Department of Transportation rest area on 1-85/40. A
new water meter will be installed and maintained by
Burlington to measure water sales to Gibsonville in
the vicinity of the southern boundary of Carson Farms
Subdivision.
3. Gibsonville will convey to Burlington the portion of
Gibsonville' s Back Creek Sewer Outfall between the
existing Gibsonville/Back Creek flow monitor and
Burlington' s new 24" Back Creek Sewer Outfall.
4 . Burlington will assume ownership of and maintain the
sewer lift station and force main that serves the
Gibsonville properties adjacent to 1-85/40 (truck
stop, etc. ) . Additionally, the gravity sewer mains
that collect wastewater from these properties and
discharge into the sewer lift station will be conveyed
to Burlington.
5. Gibsonville in exchange for the payment of $182, 000.00
from the City of Burlington does hereby convey to
Burlington its pump station, force main,
appurtenances, water and sewer lines and all related
interests in easements as described in paragraphs (2) ,
(3) and (4) above.
.... . .... . ... ... .
6 . As described herein, Gibsonville shall be conveying
ownership of certain water and sewer lines to
Burlington. All water and/or sewer customers
hereinbefore served via these lines by Gibsonville

•
shall hereafter become water and/or sewer customers of
Burlington. These customers shall be provided such
services in a manner that is consistent with all
Burlington water and/or sewer customers.
7 . A. The City of Burlington will construct a sewer
outfall line to serve the Joel Isley property
north of US Highway 70 and all applicable
Burlington water/sewer fees shall be paid at the
time of development.
B. The Town of Gibsonville will provide sewer
service to the Ingle property and all applicable
Gibsonville water/sewer fees shall be paid at the
time of development.
8 . In the future, Gibsonville and Burlington will be
installing new water and sewer lines that connect to
the water and sewer lines that are discussed herein.
It is intended that cooperation will be promoted to
facilitate the most efficient delivery of services to
abutting customers in both municipalities .
9. Cooperation among the professional staffs in
; f Gibsonville and Burlington will be encouraged in order
to deliver the most cost-effective service to
customers of both municipalities.
10. The term of this Agreement shall commence with the
effective date as provided in provision 11 and
continue until December 31, 2030.
11 . This Agreement shall become effective on the date the
North Carolina General Assembly approves the de-
annexation and re-annexation of lands identified in
the Burlington - Gibsonville Joint Annexation
Agreement; provided however, in the event the General
Assembly does not grant approval as aforesaid, this
Agreement shall be null and void.
,i I

IN WITNESS WHEREOF, the parties have caused this Shared
Water, Sewer and Other Municipal Services Agreement to be
executed, as of the day and year first above written.
`0., c1..,sON V j� �,.',
�cOF ..• � R •.•� •,, TOW OF G BS 0 I LLE
• •O
:v
z3 By: ..
�1"i. ; �v ;v� Leo -rd Williams, Mayor
41iLI
ATTEST: Clerk U
l oeooteeepej.
, kt.. l�/.....4 �o CITY OF BURLINGTON
fie
.XZBy:
t ite,t_---
( 1SEAL ) )n Stephen M. Ross, Mayor
s
q
o'�doeva 0. 0 4'
ATTEST:
i9
ty Clerk
,

October, 2005
PROPOSED WATER AND SEWER
ALLOCATIONS FROM BURLINGTON
(GALLONS PER DAY) 5e e car er 9rceme4S/
TOWN OF ELON /
CURRENT CURRENT PROPOSED
ALLOCATION USAGE ALLOCATION
Water 1,000,000 700,000 1,600,000
Sewer
East Plant --0-- 250,000 900,000
South Plant --0-- 525,000 700,000
Total Sewer --0-- 775,000 1,600,000
CITY OF GRAHAM
CURRENT CURRENT PROPOSED
ALLOCATION USAGE ALLOCATION
Sewer
South Plant 900 Dwellings 200,000 500,000
TOWN OF HAW RIVER
CURRENT CURRENT PROPOSED
ALLOCATION USAGE ALLOCATION
Water 1 _1OO;000 500,400 1,500,000
Sewer
East Plant 2,500,000 400,000 No Change

RECEIVE
. ty
JAN 2 3 2006
ENGINEERING DEPT,
NORTH CAROLINA CITYOFBURLIKON
ALAMANCE COUNTY
WATER/SEWER ALLOCATION AGREEMENT
BETWEEN
THE CITY OF BURLINGTON
AND
THE TOWN OF ELON
THIS ALLOCATION AGREEMENT made and entered into this the
it) day of 1/'j ej_, , 200L by and between the CITY OF
BURLINGTON, a funicip-ji corporation located in Alamance
County, North Carolina (hereinafter referred to as
"Burlington" ) , and TOWN OF ELON, a municipal corporation
located in Alamarice County, North Carolina (hereinafter
referred to as "Eton") ;
WITNESSET H:
WHEREAS, Burlington and Elon previously entered into
Agreements whereby Burlington agreed to sell and Elon agreed
to purchase water and sewer services from Burlington; and
WHEREAS, Burlington and Elon now desire to establish new
allocations for the water and sewer services to be provided
by Burlington to Elon; and
WHEREAS, the City Council of the City of Burlington on
December 6, 2005, approved the allocations hereinafter set
forth; and
QoWHEREAS he Town Board of the Town of Elon on
411/ 04 /4 v 49 , approved the allocations hereinafter set
rth. 0
NOW, THEREFORE, for mutual considerations Burlington and
Elon agree to the following allocations:
(1) The water allocation shall be 1, 600, 000 gallons per
day, and
(2) The sewer allocation to the East Plant shall be
900, 000 gallons per day, and
(3) The sewer allocation to the South Plant shall be
700, 000 gallons per day.

i , •
1 ,. » .
All other terms and conditions of all previous
'i. :) g
A reements shall remain and continue in full force and effect
and shall be deemed unchanged except to the extent herein
provided.
IN WITNESS WHEREOF, the City of Burlington, pursuant to
authority duly given, has caused this instrument to be
executed in its behalf by its Mayor, to be attested by its
City Clerk, and its corporate seal hereunto affixed, and the
Town of Elon, pursuant to authority duly given, has caused
this instrument to the be executed in its behalf by its Mayor
and to be attested by its Town Clerk and its corporate seal
hereto affixed, all in duplicate originals the day and year
first above written.
O0v ��Nt,,,,_� CITY OF BURLINGTON
,, 47-4—
•
VI
Mayor
i
v , SEALPi
ATTEST: � \ •,i I
4nruil
City �Citrk
I.1,' s�ics,lrait�[gyirMi;;��:i
k
F 'w ""P: , ? ; -'yy°, TOWN OF ELON
t...4,..ti''R>rR'1`!'••• : ;I.:- By: 19,O1A^? P
.: �; .,::(4,4i° May
o*Ill4(
Tow Clerk
i

r •
I i t-4 :1 C.
! l
city of Burlington
RECEIVED
Grunt
DATE 7• I
ENGINEERii4G DEPT.
CITY OF BJRLI;s•IGTON
7. 1`)87
Ms. Beth Hetzel , Town Administrator -
Town of Elon College
Post Office Box 595
Elon College, North Carolina 227244
RE: Michael Branch Pump Station
Dear Ms. Hetzel:
With reference to our prior conversations - concerning the above,
I have attached a list of accounts currently on Burlington Water and
Sewer in the effected area. Out of these accounts total sewer from
installation to July 1, 1987, was 398,000 gallons. At the City 's inside
sewer rate ($1 . 19) , this equates to a credit for the Town of Elon
of 5473.60. I will apply this to the next billing for Michael Branch.
Since sewer usage in that area is presently small, I would like to
make an adjustment on the Michael Branch account every six months
until enough additional facilities tap on. At that point we probably
should make monthly adjustments and maybe install a flow meter on
the City's line to monitor usage.
•
Please contact me if this presents a problem for you.
Respectfully,
Gary L. Hicks
attachments
•
ec_ William_,R. , Baker, City Manager .... __ .
Jim Lauritsen, City Engineer✓
Steve Isley, Customer Service Supervisor

1 . Glenwood Mini Market Highway 70, Corner of Westbrook 04-27-5884-00 8-6-86 Water & Sewer
2. Lewis B. White 861 Westbrook - First House on 04-27-5948-01 4-9-86 Water
right off US 70
3. Ms. J. 0. Bayliff Old Gibsonville Road 04-27-5950-00 3-28-83 Water
4. Harvest Baptist Church Highway 70 04-27-5954-00 10-29-86 Water & Sewer
5. Ronald Ledbetter Corner of Random Lane and S. Church 04-27-6000-00 5-8-86 Water & Sewer
6. Torque Elastic e Highway 70 West 04-27-6045-00 11-18-86 Water & Sewer
7. Riverview Narrow Elastic Highway 70 West 04-27-6050-00 11-18-86 Water & Sewer
8. Westbrook Shopping Center Highway 70 West 04-27-6052-00 2-12-87 Water & Sewer
Not on Yet
9. Discount Furniture World Highway 70 West 04-27-6055-00 10-22-86 Water & Sewer
10- Bobby Ray Rose, Sr. Highway 70 West - House before 04-27-6060-00 7-1-86 Water & Sewer
Discount Furniture World
11 . Kerr Drugs 3561 S. CHurch Street 23-21-0681-00 7-1-87 Water & Sewer
No Use
12. Food Lion, Inc. #465 3535 S. Church Street 23-21-0685-00 7-1-87 Water & Sewer
13. Floral Design 3543 S. Church Street 23-21-0684-00 7-1-87 Water & Sewer
No Use

1 ,
USAGE
( 1 ) Glenwood Mini Market 04-27-5884-00 37,800
(2) Lewis B. White 04-27-5948-01 /U Water Only
(3) Ms. J.O. Bayliff 04-27-5950-00 N/U Water Only
(4) Harvest Baptist 04-27-5954-00 35, 100
(5) R. Ledbetter 04-27-6000-00 62,000
(6) Torque Elastic 04-27-6045-00 113 ,000
(7) Riverview Narrow 04-27-6050-00 56,300
(8) Westbrook Shopping Cntr. 04-27-6052-00 N/U
(9) Discount Furn. World 04-27-6055-00 48,200
(10) Bobby Ray Rose, Sr. 04-27-6060-00 45,600
(11) Kerr Drugs 23-21-0681-00 N/U
(12) Food Lion, Inc. #465 23-21-0685-00 - N/U
(13) Floral Design 23-21-0684-00 N/U
398,000 x 1.19 RATE =
4$ 73.60

NORTH CAROLINA � "`
ALAMANCE COUNTY
THIS AGREEMENT, made and entered into this 18th day of
June , 1985 , by and between the City of Burlington , a
municipal corporation located in Alamance County , North Carolina,
party of the first part ( hereinafter referred to as Burlington)
and the town of Elon College , party o-f the second part
( hereinafter referred to as Elon) ;
WITNESSETH :
That the parties hereto in consideration of the mutual
stipulations and agreements herein contained , and in
consideration of the sum of $1 .00 each to the other in-hand paid ,
the receipt of which is hereby acknowledged , hereby contract and
agree as follows :
1 . A portion of the area annexed by the City of Burlington
along U .S. Highway 70 west of Williamson Avenue will be
provided with sewer service which will require gravity
flow into the Michael Branch Pumping Station which is
owned by the Town of Elon College. For a more
particular description of the area covered by this
Agreement, see Exhibit A, which is attached hereto and
incorporated by this reference .
2. The parties agree that metering the sewage flow will not
be feasible as long as the flow remains low; therefore ,
sewage flow in gallons per month will be assumed to be
equal to water volume used in gallons per month. Water
volume will be determined by utilizing the water meter
readings for the dwellings and businesses referred to
in Exhibit A.
3. Burlington will pay to Elon an amount equal to the
gallons of water used , multiplied bythe prevailingrate
P
charged to Elon by Burlington for sewer service in
dollars per one thousand gallons of sewage . (The
current rate for sewer service is 0.98 dollars per one
thousand gallons of sewage . )
4 . Burlington shall have the responsibility of deter-
_ _ mining .when,.gr. a.vlt.y flow into Michael-:.Branch_, Pumping . ,.
Station becomes large enough to be metered . At such
time , Burlington may then install and pay for metering
devices , and shall then pay to Elon an amount equal to
the gallons of measured flow, multiplied by the
prevailing rate for sewer service charged to Elon by
Burlington in dollars per one thousand gallons of
sewage .

5 . For buildings and dwellings not connected to public
water , water flows for sewer billing purposes shall be
obtained by requiring metering of private water supplies
or by using standard engineering methods to estimate the
water use of each building or dwelling .
b . It is understood and agreed by the parties hereto that
Elon shall retain complete ownership , control and
responsibility for the Michael Branch Pumping Station .
The connecting facilities up to said pumping station
shall be owned and maintained by Burlington .
7 . The initial term of this Agreement shall be for a period
of ten years from the date hereof. The City of
Burlington shall have the right to extend this Agreement
for two additional terms of ten years each .
8 . The parties hereto may terminate this Agreement by joint
Agreement executed in writing .
9 . All Contracts and Agreements heretofore made verbally or
in writing relating to the subject matter of this Agree-
ment between the parties are hereby voided by the
execution of this Agreement.
In Witness Whereof, Elon , pursuant to- authority duly given
has caused this instrument to be executed on its behalf by its
Mayor , to be attested by its Clerk , its Corporate Seal hereto
f
attached;
And , Burlington , pursuant to authority duly given has caused
this instrument to be executed on its behalf by its Mayor , to be
attested by its City Clerk , its Corporate Seal hereto attached .
This Agreement is executed in duplicate , one counterpart
being retained by each of the parties .
CITY OF BUR NG
BY : �
K.L. e c m , '4-yor
Attest :
W . R. Baker , City Clerk
TOWN OFELON COLLEGE ..
BY:
Tim thy a er , Mayor
Attest : ,042
Ro ie E . Hetze , ie Clerk

•
NORTH CAROLINA
JOINT MUNICIPAL UTILITY AGREEMENT
ALAMANCE COUNTY
THIS AGREEMENT, made and entered into this the /
day of Gtj , 19 7J ,, by and between the CITY OF
BURLINGTON, North Carolina, a North Carolina municipal
corporation, hereinafter referred to as "CITY", and the
Town of ELON COLLEGE, a lv" cn Carolina municipal corporation,
hereinafter referred to as "TOWN" ; •
W I T N E S S E T H :
THAT WHEREAS, City has a proposal to construct a sewer
interceptor line with its beginning point on U. S. 70 near
the'.western corporate limits of the City and extending to
connect with the South Burlington interceptor line and being
generally described as the "Gunn Creek Outfall Project", and
WHEREAS, Town is presently the owner and operator of a
sewage treatment plant which has become inadequate due to the
lack of flow in the intermittent stream which receives the
• effluent -from---the. plant, and, is ,desirous of contracting-with_,.....
the City for sewage treatment and disposal, and
WHEREAS, the City has the capacity to handle sewage
treatment for the Town of Elon College by extending the

1
proposed Gunn Creek Outfall line north of U. S. Highway No.
70 to a point at the Elon College Treatment Plant;
NOW, THEREFORE, the parties hereto do agree one with
the other as follows:
1. City agrees that in the event the construction of the
proposed Gunn Creek Outfall line is undertaken and is partially
financed by Federal and/or State grants in an amount of at least
30% of the estimated cost of said improvements, then and in that
event City will extend the said Gunn Creek Outfall line from a
point in U. S. Highway No. 70 near the western corporate limits
of the City to the present Elon College Waste Treatment Plant,
all in accordance with plans and specifications as prepared by
Alley, Williams, Carmen & King, Engineers and Architects, and
as shown on DrawingsNo. 71-69 attached hereto and made a part
hereof.
2. Town agrees that a metering device acceptable to the
City shall be installed at the point at which the City receives
Town's sewage, the purpose of said meter being to accurately
gauge the discharge of the Town of Elon College's waste into
the Burlington system. Town agrees to reimburse City for the
full cost of said meter, including installation, less any portion
of said cost financed by State or Federal grants. Such sum shall
shall be due and payable upon installation of said meter.

•
3 . Town agrees to pay to the City as a treatment fee
the City's normal inside rate for sewage treatment based upon
the meter reading at the wastettreatment site, provided, however,
that the sewage treatment rate shall not be reduced below the
rate charged for 500,000 gallons of treatment. : Said inside rate
shall be at the rate in effect for the billing period involved.
The City specifically reserves the right to adjust said rate in
the same manner and in the same percentage as sewage treatment
rates are 'adjusted for users within the City of Burlington
generally.
4. Town agrees to absorb a portion -of the cost of in-
stallation of said interceptor main from U. S. Highway No. 70
to the present Town treatment plant based on the following
formula:
Town agrees to liquidate the sum of $25,000 as
its share of the cost of the interceptor line con-
struction. Town further agrees to pay this sum of
money to the City based on a surcharge of 20% of the
regular monthly billing for treatment until such time
as the entire $25,000 capital amount! shall have been
amortized without interest. The surcharge ihall be
due and payable at the same time as the treatment fee.
5. The sewer interceptor line constructed under this
• agreement shall be and remain the sole property of the City
of Burlington. •

•
6. Town agrees that it will at all times comply fully
with all ordinances, rules and regulations of the City of
Burlington whether now in existence or hereafter enacted
relating to the operation and maintenance of sewer systems
including, without limitation, control of the type wastes which
may be discharged into said system.
7. It is further agreed by and between the parties hereto
that payment of monthly sewer service charges and the surcharge
for amortization of the capital cost of construction shall be
made to the City of Burlington within thirty (30) days; of receipt
of a bill for monthly services from the City of Burlington.
8. Town recognizes that City's first obligation for
sewer service facilities is to the residents of the City of
Burlington and that treatment of Town sewage is permissible
due to excess capacity of its South Burlington Plant. In
recognition thereof, Town agrees that it will not permit other
than normal residential or commercial discharge into the system
without the prior written consent of the City Council of the
City of Burlington. The intent of this agrecment being that
no additional industrial wastes may be connected .to the system., .
1 without such permission. Town further agrees that it will not
extend its lines to serve properties 'not now within the corporate

limits of the Town of Elon College without written consent of
the City Council of the City of Burlington. •
IN WITNESS WHEREOF, the parties hereto have caused this
instrument to be duly executed and attested, all by authority
of resolution of their governing body, the day and year first
above written.
CITY OF BURLINGTON
ATTE _ --- By 4// r
Mayor
Cle
TOWN OF ELON COLLEGE
ATTEST: By
Mayor
/491, ,*-/-6,4*)
Clerk
•
•
•

•
}
• June 1, 1973
•
•
k'ayor Marvin i-i. Grant
•Town of 1" ion Colic ;c
Post Office Box 595 •
I:Ion College, North Carolina 272.4
Dear Mr. cy.ayor: •
Rc : Joint Municipal Utility Agreement-
• May 14, 1971.
This is in confirmation of action taken by the City Council at a
meeting on May 15, 1973, regarding your request that your share
of the cost of the Gunn Creek Outfall line be rcducc,d st nee grants
to be made by the Federal and state rzovern:ne-nts may be increased
• 'from an original estimated % or more by the Federal government,
to a probable 55% by the Federal Government and 25% by the State
Government.
•
No action was required in the cost of the meter since the agreement
stated as follows:
"1bwn agrees to reimburse City for the full cost of said
meter including installation, less any portion of said cost
financed by state or Federal Grants. "
The cost of the meter was in an amount of $10.941, plus 5. 1° for en-
ginccrirg services by Alley, Williams. Carmen and Kin.4 for a total of
• $1 1,499.00. Deducting 807; for the probable. grant reimbursement,
the cost to Flon College would then be in an amount of $2299.80. '
The cost of the Gunn Creek Outfall, beginning at'a manhole just South
' of US 70 highway. and extending northwardly to the meter is in an
amount of .$74,b85. 75, plus 5. 1% for tmsince ring services for a total
of $78,702.92. lh ductin; 80T for the probable grant reimbursement,
the cost would then be $15,740. 58, plus rights of way acquisition costs
of $2050.00 for a total of $17,790. 58.

•
•
•
•
4 i Mayor iviarvin H. Grant -2- June I, 1973
•
The City Council authorized an amendment to the Agreement whereby
the total cost to Elon College for the outfall linc would be reduced fro-*,
the $25,000 stipulated to an amount of $10,000, based on the assumption
that the Federal and State Grants amount to a total of 80%; and should there
be any deviation from this percentage in government grants, the'T w, of
Elon College will be charged proportionately for any additional costs.
It is understood that you plan to pay the amounts based upon probable
• reductions of a total of 80% at this time, rather than have a surcharge
of 20% placed on your regular monthly sewer bill. This total is in an
• amount of $l2. 299. 80.
▪ Please let me know if you have any questions concerning this.
Sincerely y•urs, •
. , -agar
J. D. Mackint , Jr. . .
•
City Manager
• JDMJr:hb
cc: Mr. R. P. Pope
Mr. W. C. Baker
✓Mr. F. F. Hope
Mr. H. M. St ainback
•
•
•
•
•
•
•
•
• a

•
NORTH CAROLINA
ALAMANCE COUNTY 4/
THIS AGREEMENT, made and entered into this the G day of October, 2012 by and between the
TOWN OF GREEN LEVEL, a Municipal Corporation located in Alamance County, North Carolina, party of
the first part,and the CITY OF BURLINGTON, a Municipal Corporation, located in Alamance County,North
Carolina,party of the second part;
WITNESSETH:
WHEREAS,the Town of Green Level presently provides its citizens and businesses with
Wastewater/sewer service through a connection with the Town of Haw River and desires to instead provide
such wastewater/sewer services by connecting to the City of Burlington water system;
WHEREAS, the Town of Green Level has applied for funding from the NCDENR—Clean Water State
Revolving Fund (CWSRF) Loan Program to upgrade its existing lift stations and construct an extension of the
Town of Green Level's waste water system to connect directly to the East Burlington Wastewater Treatment
Plant; and
WHEREAS, it is contemplated that the Town of Green Level will construct a meter at the Regional
Lift Station to measure the wastewater output of the Town of Green Level("Regional Lift Station Meter");
NOW THEREFORE, the parties hereto in consideration of the mutual stipulations and agreements
herein contained, and in consideration of the sum of One Dollar ($1.00) each to the other in hand paid the
receipt of which is hereby acknowledged,hereby contract and agree as follows:
(1) The Town of Green Level may transfer wastewater to the East Burlington Waste Water Treatment Plant
through the new connection. There shall be only one connection between the Town of Green Level Sewage
System and the City of Burlington's East Burlington Wastewater Treatment Plant, with the exception,
however,that future connections may be mutually agreed upon,in writing,by both parties.
(2) The City of Burlington assigns to the Town of Green Level an average of two hundred and fifty thousand
(250,000) gallons per day capacity at its East Burlington Wastewater Treatment Plant beginning the
effective date of this Agreement. The Town of Green Level may not receive wastewater from a different
municipality and transfer it to the City of Burlington without the consent of the City. The amounts can be
adjusted in the future if the conditions arise that warrant an increase above the stated per day capacity for
the connection.
(3) The Town of Green Level agrees that it, and all users in its system, shall at all times be subject to the
pertinent provisions of the sewer use ordinances of Burlington, including the Industrial Pretreatment
Program, and all other applicable state and federal laws and regulations as presently existing and as may
from time to time be subsequently amended. More particularly, the Town of Green Level will address
excess inflow and infiltration in their collection system to help reduce wet weather flows to the treatment
plant.
(4) It is understood and agreed that both the party of first part and the party of the second part shall retain
complete ownership, control and responsibility for its separate sewer/wastewater system and that this
agreement is solely for the transfer of wastewater from one separate system to another. The Town of Green
Level's separate sewer/wastewater system shall begin with the distribution pipe that ties-in to the existing
13365C-000001/377890 v2

system for the City of Burlington at a manhole along their gravity sewer influent line for the East Burlington
Wastewater Treatment Plant. The Town of Green Level shall have a right to enter upon the property of the
City of Burlington for the purpose of accessing any part of the distribution pipe for the purpose of
maintenance of the distribution pipe and to complete any necessary repairs.
(5)It is hereby understood and agreed that under this agreement the City of Burlington shall not be liable for
any damage suffered or claimed by any person, firm or corporation served by the sewer lines or
sewer/wastewater system of the Town of Green Level. It is further understood and agreed by both parties
that the City of Burlington shall not be liable to any person, firm or corporation for any damage suffered for
any cause arising from any source whether to personal property or otherwise in connection with the laying,
maintenance or operation of the sewer lines or sewer/wastewater system of the Town of Green Level.
(6) The City of Burlington specifically reserves the right to terminate the sewer/wastewater service provided for
in this agreement because of repairs, cases of emergency, nonpayment of wastewater service bills, or for
violation of the terms of this contract. It is hereby understood and agreed that it is contemplated that the
wastewater proposed to be transfer from the Town of Green Level shall fill excess capacity for wastewater
now available to the City of Burlington after processing the needs of the persons, firms and corporations
within the corporate limits of the City of Burlington, and that in the event of any shortage of capacity, the
City of Burlington may, upon a finding that because of such shortage the processing of wastewater from the
Town of Green Level imperils an adequate wastewater operation to the users within the corporate limits of
the City of Burlington, reduce or discontinue service from the Town of Green Level until such shortage is
eliminated.
(7) The Town of Green Level will pay to the City of Burlington, upon a bill rendered therefor by the City of
Burlington on a monthly basis, for sewer/wastewater service furnished to the Town of Green Level during
the preceding month. Such bill shall be based upon the transfer of wastewater as indicated by meter readings
from the water transferred hereunder during such preceding calendar month. The Town of Green Level will
pay for such sewer/wastewater service at the prevailing rate schedule for municipal users and shall be
subject to anysubsequent rate change during the life of this contract. Service to the Town of Green Level
q
shall not be discontinued without seven(7) days' notice and opportunity to comply with any nonpayment or
violation of this agreement. In the event of repairs to the wastewater meter or meters, valves, fittings or
connections thereto making-it necessary to bypass around said meter or meters, then and in such event, the
duringsuch the Cityof Burlington for wastewater serviceprorateds h eriod
Town of Green Level shall pay to gt P
during which it is impossible to meter the same, on the basis of the average amount of wastewater
transferred from the Town of Green Level as registered by the meter or meters during the preceding period
of six (6) months or the operation of such meter, whichever is lesser, the number of days during which it is
impossible to meter such service.
(8)The term of this agreement shall be for a period of twenty(20) years from the date of the completion of
the Project, and thereafter from year to year, unless renewed by agreement of the parties for another twenty
(20)year term, but it is agreed that any time after the expiration of the initial twenty (20) year period herein
provided, that either party may give written notice of its purpose to terminate this agreement and upon the
expiration of twenty-four (24)months from the giving of such notice the rights herein granted shall end. All
contracts and agreements heretofore made in writing or verbally, and presently existing between the parties
hereto relating to the transfer of wastewater between the parties are hereby voided by the execution of this
agreement.
(9) That in view of the obligations assumed by the Town of Green Level by virtue of the terms of this
agreement, it is agreed that this contract may be assigned by the Town of Green Level only with the written
consent of the City of Burlington. In the event that the Town of Green Level attempts to make an
13365C-000001/377890 v2

c,
assignment hereof without such written consent of the City of Burlington, the City of Burlington at its
option may terminate this agreement.
IN WITNESS WHEREOF, the Town of Green Level, pursuant to authority duly given, has caused this
instrument to be executed on its behalf by its Mayor and to be attested by its Town Clerk and its corporate seal
hereto attached; and the City of Burlington,pursuant to authority granted by Resolution adopted on the ..Z day
of 649120y- , 2012, has caused this agreement to be executed in its behalf by its Mayor, to be attested by
its City Clerk and its corporate seal hereunto attached,and this agreement is executed in duplicate.
TOWN OF GREEN LEVEL
By: e
ames Larry Mc um, ayor
ATTEST: n
X0/4,61/44)
Sandra McCollum,Town Clerk
so vu,"yi
ss CITY OF BURLINGTON `.�� 4,�o 0Ro 0 0-0
•` �: o �
8��� •o •
oO
Ronnie K. Wall, ayor ' o s E A I, o z
i ›' ° oL
o 0 •
iIC' 0 o
Aii• ST: ��f'ij0 0 0 0 0 00 , ,`•
•
E.I. : / i - .1 0 A I , *
'enee M. Ward, Ci • Clerk
13365C-000001/377890 v2

NORTH CAROLINA
GUILFORD COUNTY
THIS AGREEMENT,made and entered into this the 5 day of -5,(,n ,2018,by
and between the CITY OF GREENSBORO,a municipal corporation under the laws of the State of
North Carolina, situated in the County of Guilford,State of North Carolina,hereinafter
referred to as Greensboro,and the CITY OF BURLINGTON,a municipal corporation under the
laws of the State ofNorth Carolina,situated in the Counties of Alamance and Guilford,State ofNorth
Carolina,hereinafter referred to as Burlington,
WITNESSETH :
THAT WHEREAS, Greensboro and Burlington have established an annexation line of
agreement in eastern Guilford County which is described in a separate document entitled
"Greensboro-Burlington Annexation Agreement",and
WHEREAS,Greensboro and Burlington both realize the benefits of establishing and maintaining an
interconnection between their respective water distribution systems for the purpose of the sale of
finished water or for assistance during emergencies,and
WHEREAS,Greensboro has determined that it may be beneficial to access additional water supply
for drought protection,and
WHEREAS,Greensboro is currently providing sewer service to certain properties on the east side of
the annexation line of agreement hereinbefore mentioned above,and
WHEREAS,Greensboro has determined that it has a finite long-term supply of wastewater
treatment and is limited by the rapacity of receiving streams to assimilate discharge volume;and
WHEREAS,Greensboro and Burlington entered into an original agreement for this purpose on
May 29,2002,and the agreement was subsequently revised and extended July 1,2013;
NOW,THEREFORE,for and in consideration of the mutual covenants herein contained,it is agreed
by and between the parties hereto as follows:
I) That Greensboro hereby agrees to purchase from Burlington via the current connection and/or
others that may be installed in the future,not less than one and one-half(1.5)million gallons nor
more than five(5)million gallons of finished water per day.This water shall be drawn in a
uniform manner so as to minimize surges or other adverse impacts within Burlington's water
system. Greensboro shall have flexibility within each quarter of each fiscal year to make daily

adjustments to the amount drawn such that the average daily flow for each quarter is not less than one
and one-half l.5 milliongallonsday.
� ) per Y
2) That the sale of water pursuant to this contract shall begin on July 1,2018.The sale of
water shall continue under the provisions of this agreement until July 1,2028.
3) That Burlington shall bill Greensboro monthly for all water drawn,or as otherwise mutually
agreed upon,at the prevailing inside corporate limit rate that Burlington charges other municipal
customers.The current water rates as of the dare of execution of this agreement are:
$3.96 per 1000 gallons for 0 - 25,000,000 gallons per month.
$1.98 per 1000 gallons for all above 25,000,000 gallons per month.
These rates are subject to revision by the City of Burlington.Total quarterly compensation
to the City of Burlington shall include payment for no less than the minimum amount of water
outlined in 1) above regardless of whether or not Greensboro actually draws this amount
each day during each respective quarter of each year during the life of this agreement.
4)That Burlington shall be responsible for the finished water treated leaving its Water Treatment
Facilities meeting the North Carolina Safe Drinking Water Act standards and any amendments
thereto. Greensboro shall be responsible for any and all other treatment of water it deems
necessary or desirable.
5) That Greensboro and Burlington hereby agree to negotiate in good faith at some future time
regarding the minimum amount of water to be purchased by Greensboro following July 1,2028.
6) All new public water and/or sewer lines that are installed on the east side of the
annexation line of agreement shall become the property of Burlington. All customers served
by these lines shall be Burlington's customers. All new public water and/or sewer lines that are
installed on the west side of the annexation line of agreement shall become the property of
Greensboro. All customers served by these lines shall be Greensboro's customers.
7) That until such time as Burlington determines that connections to Greensboro's sewer
systems are no longer needed, acceptable metering or measuring methods shall be implemented
to assure proper billing for the continued provision of wastewater services from existing or future
customers served by Burlington. Also, Greensboro hereby agrees to reserve no less than nine
hundred thousand gallons per day of permitted wastewater capacity within its wastewater
system for the acceptance of wastewater flow from Burlington's side of the annexation line of
agreement. Burlington shall access this allocation by submittal of a copy of the development
flow permit application and overall utility site plan to Greensboro. Greensboro shall issue a
flow acceptance letter to Burlington upon sufficient review under Greensboro's Flow
Tracking System Evaluation Program. This capacity limit may be enforced by Greensboro

following a determination that the average daily wastewater flow measured during any quarter
of the fiscal year exceeds nine hundred thousand gallons per day.
8) That during the period of time in which Greensboro accepts wastewater from Burlington
customers,Greensboro shall be compensated by Burlington quarterly based on Greensboro's outside
rates.Greensboro's outside rates are subject to revision by the City of Greensboro.
9) That following not less than three years advance written notice,Greensboro may require that
some or all of the wastewater flow generated by customers on the east side of the line of
agreement and being directed to Greensboro's treatment works,be transferred to Burlington's
treatment works. Burlington shall be responsible for the costs of infrastructure modifications
associated with this transfer. The intention of this arrangement is to minimize the impact of
Burlington's additional wastewater flow on Greensboro's treatment works capacity. Thereafter, all
wastewater flows that are transferred from Greensboro's system to Burlington's system shall be
appropriately deducted on a volume for volume basis from the collective flows that are utilized
along with the provisions of 6)above in the calculation of billing reimbursement to Greensboro.
10) That upon notice that emergency water conditions exist in Burlington,Greensboro
hereby permits Burlington to draw water from Greensboro's system on a temporary basis.
Inasmuch as no metering device will be available to measure such flows to Burlington, billing shall
be based upon the best available volume estimates utilizing Burlington's prevailing municipal
customer rate.
IN WITNESS WHEREOF,the parties hereto have caused this instrument to be duly executed
and attested,the day and year first above written.
(The remainder of this page is intentionally left blank)

THE CITY OF GREENSBORO THE CITY OF BURLINGTON
By: • B
Nan B. Vaughn tis
Mayor Mayor
ATTEST: ATT'
:4"l�` S ,/.!0 II . ,I,L I , R I�j�,''' '1
/ate City Clerk City Clerk .- No 00000°o° G
C 7 7 y :`,4 ° °° >, �,
• O O O i
This instrument has been preaudited This instrument has been pre •m o Z Z.
in the manner required by the Local in the manner required by th ocal SEAL o .
1 Government Budget and Fiscal Control Act. Government Bud et and Fisc yC7ont of Act o ea
g g 1� cc" o .. ,
i� 't o°00 o o°o N..
By: ( ArL. 5- By: 16.16.5-- ,�.1, pk
AI/If U s.'1
Deputy Finance Officer �inance Officer
Approved as to form by: Approved as to form by:
By: J By: (40„iiii.._
y C ,•3
jty Attorney Ciney

)
•
1 .
RECEIVED
/3 DATE J- 3- g9
� t
NORTH CAROLINA T ENGINEERING DEPT.
CITY OF BURLINGTON
ALAMANCE COUNTY
THIS AGREEMENT, made and entered into this 1st day of
April, 1989, by and between the Village of Alamance, A
Municipal Corporation located in Alamance County, North
Carolina, party of the first part, hereinafter referred to as
the "Village, " and the City of Burlington, A Municipal
Corporation located in Alamance County, North Carolina, party
of the second part, hereinafter referred to as the "City. "
WITNESSETH
That the parties hereto in consideration of the mutual
stipulations and agreements herein contained, and in
consideation of the sum of One Dollar ($1 .00 ) each to the
other in hand paid, the receipt of which is hereby
acknowledged, hereby contract and agree as follows:
(1) The Village may discharge sewage from it's sewer
system through the lift station located in N.C. Highway 62 at
Great Alamance Creek. The lift station connection located on
said N.C. Highway 62 at Great Alamance Creek is the only
connection between the Village's sewer system and the City' s
sewer system, with the exception, however, that future
connections may be mutually agreed upon, in writing, by both
parties.
( 2 ) The Village may discharge whatever amount of sewage
it deems necessary, up to but not exceeding 14
4 , 000 gallons
per day unless additional flows are approved by City of
Burlington. A minimum of 50 , 000 gallons per day is to be

reserved for use by ptent7a1users located on the north side
11,
of Great Alamance Creek. Village of Alamance and City of
Burlington shall approve each connection in this area .
( 3 ) It is understood and agreed that both the Village
and the City shall retain complete ownership, control and
responsibility for its separate sewer system and that this
agreement is solely for the discharge of sewage from one
separate system to the other. The lift station located on
N.C. Highway 62 shall be owned and maintained by the Village.
The metering system shall be owned and maintained by the
City.
( 4) It is further understood and agreed by both parties
that the City shall not be liable to any person, firm, or
corporation for any damage suffered for any cause arising
from any source whether to personal property of otherwise in
connection with the laying, maintenance or operation of the
sewer lines, lift station or sewer system of the village.
(5 ) The City specifically reserves the right to
terminate the sewer service provided for in this agreement.
to make repairs, in cases of emergency, for nonpayment of
sewer service bills, or for violation of the terms of this
contract.
(6 ) The Village will pay to the City, upon a bill
rendered therefor by the City on a monthly basis, for sewer
service furnished to the Village during the preceding month.
Such bill shall be based upon the discharge of sewage as
indicated by meter readings for the sewage discharged

hereunder duringsuch
preceding calendar month. The Village
will pay for such sewer service at the existing rate schedule
for city-wide users and shall be subject to any subsequent
rate change during the life of this contract.
In the event of repairs to the sewage meter or meters,
valves , fitting or connections thereto making it necessary to
bypass said meter or meters, then and in such event, the
Village shall pay the City for sewer service prorated during
such period during which it is impossible to meter the same,
on the basis of the average amount of tap water furnished to
the Village as registered by the meter or meters of sewer
customers during the preceding period of six months or the
operation of the lift station pumps (minutes operated) ,
whichever is greater, the number of days during which it is
impossible to meter such service.
(7 ) The Village agrees to comply with all applicable
provisions of The City of Burlington Sewer Use Ordinance and
Pretreatment
r atment Program and the term of this
agreement
g t shall be
for a period of ten years from the date hereof, and
thereafter from year to year, but it is agreed that any time
after the expiration of the initial ten-year period herein
provided, that either party may give written notice of its
intention of terminate this agreement and upon the expiration
of twenty-four months from the giving of such notice, the•,.;
rights herein granted shall end. All contracts and
agreements heretofore made in writing or verbally, and
presently existing between the parties hereto relating to the

,
,1°frtransfer of water between the parties are hereby voided by
r the execution of this agreement.
(8 ) That in view of the obligations assumed by the
Village by virtue of the terms of this agreement, it is
agreed that this contract may be assigned by the Village only
with the written consent of the City of Burlington. In the
event that the Village attemps to make an assignment hereof
without such written consent of the City, the City at its
option may terminate this agreement.
IN WITNESS WHEREOF, the Village, pu
rsuant p rsuant to authority
duly given, has caused this instrument to be executed on its
behalf byits Mayor and Y to attested by its Clerk and its
co
rporate seal hereto attached; and the City, pursuant to
authority duly given, has caused this agreement to be
executed in its behalf by its Mayor, to be attested by its
City Clerk and its corporate seal hereunto attached, and this
agreement is executed in duplicate.
VILLAGE OF ALAMANCE
BY:
C(-1-._dj• -i6 -(7/47
MAYO (SEAL)
ATTEST: R
CL cY y c 1.�.-: vi.
."44.,,,„_—
BY: 44- SEAL)
M R
ATTEST:
jE.AA;Ad6 ' f44--/QACL
CITY CLERK l

CONSENT AGENDAITEM A
P/410 1/e&I
MEMORANDdi;UM
To: Harold Owen
From: Jim Lauritsen
/
Date: August 20, 2008
Subject: Adjustments to Wastewater Flow Allocations
Town of Haw River
Town of Swepsonville
Attached you will find copies of agreements for proposed reductions in current
wastewater flow allocations for the towns of Haw River and Swepsonville. These
reductions inflow allocations, as outlined below, are being suggested by City
staff.
The North Carolina Department of Environment and Natural Resources (DENR)
has recently changed its method of calculating the threshold for requiring the
preparation of plans for upgrading capacity at wastewater plants. Allocation
commitments to municipal customers are now being added to actual flows in
determining the percent of flow capacity considered as "utilized" in DENR's
calculations. In effect, these unused allocations "count against us."
Town Plant Flow Allocations (GPD*)
Current Proposed
Haw River East 2,500,000 1,000,000
Swepsonville South 800,000 400,000
* GPD - Gallons per day
Agreements outlining the above flow allocation reductions have recently been
approved by the governing boards of Haw River and Swepsonville.
Please place these items on the agenda of the City Council for consideration of
approval at their meeting on September 16, 2008.
JMLIId
Attachments
•
cc: Mr. Steve Shoaf
Mr. Lanny Rhew

•
caps
NORTH CAROLINA )
WASTEWATER TREATMENT AGREEMENT
ALAHANCE COUNTY )
THIS AGREEMENT, made and entered into this 16th day
of September , 2008, by and between the "TOWN OF
HAW RIVER," a municipal corporation of the State of North
Carolina, situate in Alamance County, North Carolina,
hereinafter referred to as "Haw River," and the "CITY OF
BURLINGTON, " a municipal corporation of the State of North
' Carolina, situate in Alamance and Guilford Counties, North
Carolina, hereinafter referred to as "Burlington";
WITNESSETH :
WHEREAS, Haw River has previously entered into ad Agreement
with Burlington for the treatment of all wastewater generated by
Haw River' s sewer customers; and
WHEREAS, said Agreement for wastewater treatment between
Haw River and Burlington, dated April 9, 1980, provided for an
allocation of 2, 500, 000 gallons per day treatment capacity; and
WHEREAS, significant reductions in wastewater flows from
customers (particularly textile manufacturers) have been
realized in Haw River in recent years; and
WHEREAS, the State of North Carolina is directing that flow
allocation estimates among municipal customers be refined to the
maximum extent practicable; and
WHEREAS, Haw River is a growing community and will be
needing additional wastewater treatment capacity in the future;
and
WHEREAS, Burlington has a sufficient capacity to treat the
wastewater of Haw River to the extent as hereinafter set forth;
and
WHEREAS, Burlington desires to assist Haw River in filling
its future needs for wastewater treatment as herein set forth;
and
WHEREAS, Haw River and Burlington both desire to enter into
a new, exclusive Agreement that will assure the continued

•
acceptance and treatment of all of Haw River's wastewater by
Bur :-iugton; and
WHEREAS, this new Agreement will provide the terms and
conditions upon which wastewater treatment will be provided by
Burlington to Haw River; and
NOW, THEREFORE, for and in consideration of the mutual
covenants herein contained, it is agreed by Burlington and Haw
River hereto as follows:
(1) The term of this Agreement shall be for ten (10) years
commencing upon approval by both governmental bodies.
Upon expiration of said term or upon a request and showing
of a need for additional wastewater treatment capacity,
whichever earlier occurs, it is the strong desire of the present
governing bodies of Haw River and Burlington to renew this
Agreement in accordance with the prevailing applicable statutes
governing such Agreements between municipalities. However, being
fully cognizant that conditions and circumstances may
substantially change during the initial term of this Agreement,
Haw River and Burlington wholeheartedly encourage the then
governing bodies to negotiate a renewal term of this Agreement
3 to be based upon Haw River' s needs for wastewater treatment
capacity and Burlington' s ability to provide such wastewater
treatment. If the need can be demonstrated, such a request from
Haw River may involve an increase in additional capacity that is
equivalent to the current allocation described in (2) below.
To the fullest extent allowable under present law, both Haw
River and Burlington endorse the execution of a renewal of this
Agreement by the then governing bodies at the expiration of the
initial term or earlier aforesaid. However, the parties hereto
agree that the strong expression of a renewal of this Agreement
if held to be void by a court of law shall not otherwise
invalidate the present term or any other provisions of this
Agreement, and the same to remain in full force and effect.
(2) Burlington assigns to Haw River One Million (1, 000, 000) .
gallons per day capacity at its East Burlington Wastewater
Treatment Plant beginning the effective date of this Agreement.
The flow ..shall. be .calculated on, the .basis of.._the.,_.avexage of the
daily flows during each month. Haw River shall manage and
• control its own sewage system and allot its assigned waste
volumes to its customers at its discretion.
(3) Haw River agrees to pay Burlington' s prevailing
municipal rate for any and all wastewater conveyed to
Burlington.

•
(4) Haw River agrees that it, and all users in its
system, shall at all times be subject to the pertinent
provisions of the sewer use ordinances of Burlington, including
the Industrial Pretreatment Program, and all other applicable
state and federal laws and regulations as presently existing and
as may from time to time be subsequently amended. More
particularly, Haw River will address excessive inflow and
infiltration in their collection system to help reduce wet
weather flows to the treatment plant.
(5) Haw River may withdraw from the Burlington system and
terminate this Agreement by serving sixty (60) days written
notice to Burlington. Burlington may terminate this Agreement
upon a showing of repeated violations by Haw River of any
federal and state laws or Burlington' s sewer use ordinances or
the terms and conditions of this Agreement. If Haw River does
not cure or institute all necessary remedial measures to address
any such violations within one hundred eighty (180) days of the
date of the notice, the termination of this Agreementlshall take
effect without further notice. If there is . a termination of this
Agreement, Burlington shall have no further responsibility to
provide wastewater treatment for Haw River.
IN WITNESS THEREOF, the parties have caused this Agreement
to be executed, as of the day and year first above written.
Teti. OF HAW RIVER
By: .1►01,
Buddy ' •ggs,
ATTEST: Ni/X,/iu/. ,c ! .,
Townrk
CITY OF BURLINGTON
By:
ie K. W 11, May r
ATTEST: ( 1dL1..lr�4 .
L0u1.-ii-4.-a--..
City Clerk

,s..r
NORTH CAROLINA AGREEMENT FOR WASTEWATER
TREATMENT
( ALAMANCE COUNTY
l ...
THIS AGREEMENT, made and entered into this ,9 day of
1lli l- , 1980 , by and between THE TOWN OF HAW RIVER, a
Municipal Corporation of the State of North Carolina, situate in
the County of Alamance, North Carolina, hereinafter referred to as
Haw River, and the CITY OF BURLINGTON•, a Municipal Corporation of
the State of North Carolina, situate in the County of Alamance,
North Carolina, hereinafter referred to as Burlington;
• W I T N E S S E T N :
THAT WHEREAS, Burlington and•flaw River are in the Alamance
County Complex 201 Facilities Planning Area; and
THAT WHEREAS, the purpose of this 201 Facilities Plan Study
(Program) was to determine the County's immediate sewerage needs and
to assess its future requirements in a manner that is
both cost
effective and environmentally sound; and
THAT WHEREAS, said 201 Facilities Plan involves the phasing
r.
out of certain local, treatment plants (wastewater) and further said
plan includes the construction of sewage outfalls and pump stations
having a twofold purpose as follows: (a) Transport of wastewater
from those facilities which will be phased out; and (b) extension
of sewerage services into portions of Alamance. County which are
• presently unsewered and have sewage disposal problems; and
THAT WHEREAS, Burlington and Haw River, participants in
the plan, desire now to enter into an Inter-Municipal Agreement
in furtherance of said plan;.
W I T N E S S E T H :
NOW, THEREFORE, for and in consideration of the mutual
covenants herein contained, it is agreediby Burlington and Haw River
(1) Haw River shall construct, own, operate and maintain
all facilities up to the point of discharge of its force main line
. into Burlington's equalization basin which is a part of Burlington's
"East Burlington Waste Treatment Plant."

(2) The wastewater discharged to Burlington will be
measured by a metering,device located at flaw River's pump station.
The metering device shall be of a design and form mutually agreed
upon by Haw River and Burlington.
,
(3) Pursuant to this agreement, Burlington assigns 2,500,000
gallons per day treatment capacity. at its East Burlington Waste
Treatment Plant for Haw River. Haw River shall manage and control
its own sewerage system and allot its assigned waste volume to its
customers, in its discretion.
(4) In addition to the maximum daily volumes which flaw
River may discharge, as per paragraph 3 above, the maximum rate of
discharge which under this agreement may not be exceeded at* any point
in time is hereby established as 3,500 gallons per minute.
(5) flaw River agrees that it shall at all times be subject
to the sewer use ordinances of Burlington - as presently existing
and as may from time to time be subsequently amended.
X
' (6) That the City of Burlington agrees that its sewer
use orrate charge shall apply uniformly and nond'iscriminatoriiy to
and amongst all municipalities included in the 201 Facilities Plan
for the Alamance County Complex.
(7) The metering device at the Haw River pump station shall
be read monthly by Burlington. A monthly bill statement will be sent
to Haw River .for payment to Burlington.
(8) Burlington agrees that the rate for said wastewater
(sewage) treatment shall be nondiscriminatory, equitable, reasonable
and based upon actual cost. Said wastewater treatment charges shall be
hereinafter determined and established by Burlington in accordance
with applicable and appropriate federal regulations which said waste-
water treatment charges shallbe specifically set forth in an amendment
incorporated as a part of this agreement at the point and time said
wastewater treatment char
gas.,have been-established;'
(9) Haw River may withdraw from the Burlington system and
terminate this agreement by serving 60 days' written notice to
Burlington. Burlington shall not terminate this agreement except

upon a showing of repeated violations of Burlington's sewer use
ordinance by Haw River"and after Haw River fails to correct said
violations during a 60-day period after receiving notice of said
violations from the City of Burlington.
• (10) That the City of Burlington does hereby retain all
right, title, and interest to its collection system, pump stations
and treatment facilities.
(11) •That claw River and Burlington do hereby agree to
execute any and all further agreements and assurances, enact the
necessary ordinances or adopt the appropriate resolutions to carry
out the intent and purpose of this agreement.
IN WITNESS WHEREOF, the parties hereto have caused this
instrument to be duly executed and attested all on the day and
year first above written.
:T: r; To: z:
OF ING
ATTEST:
City Clerk .
TOWN OF HAW RIVER
BY ems.,.? a r•:c-1/. i
ayor
ATTEST:
alogags
'fawn Orierk . ..... .. ..

0, RECEIVED
JAN 0 6 2006
ENGINEERING DEPT.
NORTH CAROLINA CITY OF BURLINGTON
ALAMANCE COUNTY
SEWER ALLOCATION AGREEMENT
BETWEEN
THE CITY OF BURLINGTON
AND
THE CITY OF GRAHAM
THIS ALLOCATION AGREEMENT made and entered into this the
Thld day of1Itla1tm , 2004o, by and between the CITY OF
BURLINGTON, a municipal) corporation located in Alamance
County, North Carolina (hereinafter referred to as
"Burlington" ) , and CITY OF GRAHAM, a municipal corporation '
located in Alamance County, North Carolina (hereinafter
referred to as "Graham:' ) ;
WITNESSET H:
WHEREAS, Burlington and Graham previously entered into
Agreements whereby Burlington agreed to accept a certain
allocation for sewage for treatment; and
WHEREAS, Burlington and Graham now desire to establish a
new allocation for the sewer services to be provided by
Burlington to Graham; and
WHEREAS, the City Council of the City of Burlington on
December 6, 2005, approved the allocation hereinafter set
forth; and
WHEREAS, the City Council of the City of Graham on
v a not , approved the allocation hereinafter set
forth.fo
NOW, THEREFORE, for mutual considerations Burlington and
Graham agree to the following allocation:
The sewer allocation to the South Plant shall be 500, 000
711 , ;mn per day.
All .otber ..tcrms.. and. Conditions. Of.._.al prgv ous. ..,
Agreements shall remain and continue in full force and effect
and shall be deemed unchanged except to the extent herein
provided.

r -
IN WITNESS WHEREOF, the City of Burlington, pursuant to
authority duly given, has caused this instrument to be
executed in its behalf by its Mayor, to be attested by its
City Clerk, and its corporate seal hereunto affixed, and the
City of Graham, pursuant to authority duly given, has caused
this instrument to the be executed in its behalf by its Mayor
and to be attested by its City Clerk and its corporate seal
hereto affixed, all in duplicate originals the day and year
first above written.
\\\(\�9oR1LINQ osi CITY OF BURLINGTON
4.14 47 0 0° Z By:
tr1 Ptt Mayor
. _
ATTEST: r
PAS+ �°y °.•°°r ,
•
eft \\
a �N
- City Clerk
,� �U�►o t t tG j�rip yi
y• '•'•••••: � ITY OF t "HAM
p:•�Ppo9 ' y2�
97>1 •
a• Iasi a `- g By: driAbdo, --
r ayo
ATTEST: y�CF�co04 0`°,,
rrr/ut► ti���
4,1fit;.„ c . ty
City Cler"
3

MEMORANDUM
To: Mr. William R. Baker, City Manager
From: James M. Lauritsen, City Engineer
Date: November 12, 2002
Subject: Graham Sewer Connections
Revised Allocation
In 1970 the City of Burlington and Graham entered into an
agreement that allowed the wastewater flow from single-family
homes in Graham south of 1-85/40 to be treated at Burlington's
South Wastewater Treatment Plant. As of this date, 791 houses
have been connected to the sewer system that conveys flow to
the South Plant.
With the installation of the Great Alamance Creek Sewer Outfall,
additional areas will be opened for development in Graham.
Graham has recently modified their assessment fee structure so
that the cost to developers in both jurisdictions will be
equivalent. Also, it should be understood that as properties that
abut Burlington's sewer lines are developed in Graham,
Burlington will receive applicable acreage and connection fees.
Graham has requested that their allocation for single-family
houses be increased to a maximum of 1500 houses. This
additional amount will not have a significant impact on the
existing capacity of the South Plant.
It is recommended that this request be placed on the agenda of
the City Council for.,..consideration of approval at their meeting
on November 19, 2002.
c: Ms. Linda J. Hollifield
Mr. Steve Shoaf

44)ok, i/. /zone,
CITY OF BURLINGTON
WATER AND SEWER 6,Td Ve /z/efJoZ.
FEE SCHEDULE
CALENDAR YEAR
DESCRIPTION WE-0 FEE
WATER
0 TO 2,750 gallons _ $2.10 per 1000
2,751 TO 10,000 gallons $2.02 per 1,000
10,001 to 100,000 gallons $1.83 per 1,000
100,001 to 500,000 gallons $1.78 per 1,000
500,001 to 1,000,000 gallons $1.50 per 1,000
All over 1,000,000 gallons $1.04 per 1,000
WATER •
Outside Corporate City Limits Double the Above Double the Above
SEWER
Inside Corporated City Limits $2.33 per 1,000
Outside Corporated City Limits $4.66 per 1,000
FLAT RATE
SEWER ONLY RESIDENTIAL
Inside Corporated City Limits $10.90
Outside Corporated City Limits $21.80
FLAT RATE
SEWER ONLY COMMERCIAU INDUSTRIAL $16.00
WATER/SEWER DEPOSIT _ J $50.00
RETURN CHECK FEE — $25.00�
WATER RECONNECTION FEE $25.00
Page 4

City of -= ra jam
P.O. Drawer 357
Graham, North Carolina 27253
Telephone - (9191 228-8362
September 5, 1984
. Mr. Frank E. Hope ,City Engineer
City of Burlington
P. 0. Box 1358
Burlington, N. C. 27215
Re: Sanitary Sewer-Rogers Road Area
Dear Frank:
The Graham City Council approved your request to amend the
Agreement between the City of Graham and the City of Burlington
regarding sanitary sewer service as follows :
$5.00 per dwelling unit, per month, Fee for sanitary sewer service
500 maximum dwelling units may be connected to City of Burlington's
sanitary sewer outfall.
To be effective with September, 1984 billing.
If more information is needed please let us know.
Very truly yours ,
Ray Fog iearan
City Manage:-
RF:jgm
cc: .. ., _. ....... ._
.J D:Mackintosh ,Jr� ..__.. _,;.._.,.,...�.:_.......,.,..:_.. . _.,:..,,.... .,.: ..:.... . ..
Burlington City Manager

yr.. ,44, :iiti;,: t. ¢:'K tjL. :r
;,,,.
':`vim' ✓Q014 ' "+ .I %I frIG7fr
usi5
NORTH CAROLINA
UTILITY AGREEMENT
ALAMANCE COUNTY
•
THIS AGREEMENT, made and entered into this •.Y/ day of
''`c.��-' i..t , 1970, by and between the CITY OF BURLINGTON,
hereinafter referred to as Burlington, and the CITY OF GRAHAM,
hereinafter referred to as Graham, both being municipal
corporations of the County of Alamance and State of North
Carolina;
WITNESSETH
THAT WHEREAS, Burlington is now constructing a sewer outfall
line connecting from the City of Burlington, south of Interstate
85 to the new South Burlington Waste Treatment Plant; and
WHEREAS, Graham desires to provide sewage service to a
residential development lying within the drainage basin of said
outfall line; and
WHEREAS, Burlington is willing to permit Graham to make a
connection to said outfall line for that purpose subject to the
terms and conditions hereinafter set forth;
NOW, THEREFORE, BE IT AGREED. BY AND BETWEEN THE PARTIES
HERETO:
1. Burlington hereby grants to the City of Graham the

�'1gnC aria privilege Co connect co cue JUUC(1 bUCLL119LUt1 uUL1d11
line , when completed, for the uses and purposes hereinafter set
forth. Said connection or connections shall be at such points
on said line as are mutually agreeable to the parties hereto and
shall be made according to the specifications of the City Engineer
of the City of Burlington and shall be subject to the inspection
and approval of said City Engineer. All collector lines and taps
to the outfall line shall be installed at the expense of the City
of Graham and all maintenance on said collector lines and taps
shall be performed by the City of Graham with the City of
Burlington' s responsibility being only to maintain the South
Burlington outfall line and the treatment of the sewage hereby
accepted.
2. It is hereby agreed that the maximum number of residential
living units from which sewage will be received pursuant to the
terms of this agreement shall be four hundred (400 ) . No units
above four hundred shall be interconnected onto the system dis--
.
charging into the South Burlington outfall line without the prior
consent of the City Council of the City of Burlington.
3 . Graham hereby agrees that it will permit only domestic
sewage to be discharged into the Burlington outfall line, and
without the consent of the Burlington City Council no industrial
or commercial sewage will be so..discharged into the system.

the City of Burlington, the City of Graham agrees to pay to the
City of Burlington the sum of One Dollar and fifty cents ($ 1. 50)
per dwelling unit per month for said service. Either party here--
to may request a review of the rate herein established upon thirty
day's written notice to the other party. City of Graham assumes
all responsibility for payment of said sewage service charge and
the City of Burlington shall have no obligation to collect said
rate from individual users nor to meter the flow of sewage .into
said outfall line. City of Graham agrees to maintain adequate
records indicating the number of dwelling units which are being
served by said connection and to report promptly any additions or
deletions therefrom.
5. It is expressly agreed by the parties hereto that
Burlington is accepting said sewage for treatment due to the
fact that it will have excess capacity in said outfall line when
completed and in the sewage treatment plant when completed.
Should the waste treatment plant receiving the sewage reach its
capacity, or in the event that the outfall line hereinabove
referred to reaches its capacity, the City of Graham in either
event agrees that it will then construct a lift station or take
whatever action that may be necessary to remove its sewage from
the outfall line of the City of Burlington. Surh a determination
114-
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e ...4_-;14...,-0„:,.- .,,4. ..
�4M 3Ct`'�}�•;� ��T•rt .i ro tiC,. .r t� ••a •t : ••' <•- • • *. .. ;,'•aw

shall be made solely by the City Council of the City of Burlington
and it is expressly agreed that such determination is final and
binding on Graham who agrees that it shall have no right of appeal
to a court of law or equity contesting said determination. In the
event of said notice being given to Graham, it agrees to take the
necessary action to remove the sewage from Burlington's line with-
in 270 days of said notice.
6. City of Graham agrees to take whatever action that shall
be necessary to comply fully with the rules and regulations
established by the City Council of the City of Burlington govern-
ing the use and operation of its sewage facilities and the types
of wastes which may be deposited therein.
7. City of Graham hereby agrees to indemnify and save
•
harmless the City of Burlington from any and all liability what-
• soever arising out of said connection and the usage herein permitted.
••IN WITNESS WHEREOF, the parties hereto have caused this in-
sti-ument to be executed :by their respective Mayors and attested
by their respective Clerks all by authority of their governing
bodies duly granted.
CITY OF BURLINGTON
By
/ Mayor
•
CITY`.OF..GRA
ATTEST:. By J � �
. y J
Mayor
1.1
..lr,;".^I''Tr' ,. %IP•:-411r-• 1
iti./ •.y ' . • L • :•' '�'-••• • •

CITY OV (;UAII 111
DOCUMENTNJ. iG A REMITTANCE STATEMENC
:/ 5-27-87
=, TEkT PUR NUMB RAP€�, ITEM l O. LJ J L.: c.) i
: I 0450 0048 r
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IEIElmwood
553ockwood D ;) % (� t
5 7ockwood D5 8ock:Wood D .
1 2Stonegate pr. 275 @ 5. .0 1375.00Shamro kailer Pk.
100.00J. M. f ofAssoc. T -liar Pk.
224.68
-- FYPi I.?irMVOICE (Ci CREDIT MEMO (0)DEM1 MEMO
y DEaCtf 6EF) OE ti:i7Iit;.

•
v \ - 1 I ) l Ii 1I11 '' I (
- 'fit - .. ‘ I; i\A �. .1
June 18, 1987
Mr. Gil Vinzani
NCDNRCD - Division of Water Quality
Post Office Box 27687
Raleigh, North Carolina 28611-7687
Dear Mr. Vinzani :
Upon completion of the sanitary sewer mains proposed by the
City of Graham for plans dated May 1, 1987 for Rogers Road
and Lacy Holt Road and dated June 15, 1987 for Broad
Acres - Section 6, the City of Burlington will accept and
treat the flow from these developments at the South
Burlington Wastewater Treatment Plant.
Please contact us if you have any questions regarding this
matter.
Very truly yours,
ies M. Lauritsen, P.E.
city Engineer
JML:su
cc: Mr . A. Randall Kornegay
Director of Public Works
Mr . Franz K. Holt
Alley, Williams , Carmen & King, Inc .
P.O. Box 1179
Burlington, N.C. 27216

alley , williams , carmen , & king , inc.
ENGINEERS & ARCHITECTS
p. o. box 1179 / 740 chapel hill road
,
burlington, north carolina 27215
telephone [phone]
June 16. 1987
Mr. James Lauritsen, City Engineer RECEIVED
City of Burlington
P. 0. Box 1358 DATE
Burlington, North Carolina 27215 "f "
ENGINE.LIING DEPT.
Subject: City of Graham CITY OF BU►RLiNGTON
Water and Sewer Improvements
Lacy Holt Road and Rogers Road
Graham, North Carolina
Dear Mr. Lauritsen:
We are enclosing two (2) sets of plans on the subject"project for your files.
The City of Graham is requesting flow acceptance per previous agreement between
Graham and Burlington.
As shown, Graham will be tying directly into your 42" interceptor which
parallels Little Alamance Creek.
We also request that you write a letter accepting the flow to Mr. Gil Vinzani
with the Division of Environmental Management, Department of Natural Resources
and Community Development. The plans are currently under State review.
If you have any questions in regard to these matters, please do not hesitate to
call.
Sincerely,
ALLEY. WILLIAMS, CARMEN, & KING. INC.
Franz K. Holt
FKIi/sj
encls.
cc: Mr. Ray Fogleman. Manager
City of Graham
LAURENCE A.ALLEY,P.E.
HERHAYW BERT A.ODAB.KING,P.E. .,III
DARRELL L RUSSELL,P.E.
WILLIAMS,
:�
J. EARL W P.E.,RET.

alley , williams , carmen & king Inc
ENGINEERS & ARCHITECTS
p. o. box 1179 / 740 chapel hill road
Burlington, north caroling 27215
telephone [phone]
June 16, 1987
Mr. James Lauritsen, City Engineer - s C L.7
City of Burlington Al-,
P. 0. Box 1358 .......t.' .:�1�
Burlington, North Carolina 27215 E ':a'N�ERI DE
PT.
D�r T.
CITY OF SLJPLIN;;T 0..j
Subject: City of Graham
Water and Sewer Improvements
Broad Acres - Section 6
Graham, North Carolina
Dear Mr. Lauritsen:
We are enclosing two (2) sets of plans on the subject project for your files.
The City of Graham is requesting flow acceptance per previous agreement between
Graham and Burlington.
We also ask that you write a letter accepting the flow to Mr. Gil Vinzani with
the Division of Environmental Management, Department of Natural Resources and
Community Development.
If you have any questions, please call.
Sincerely,
ALLEY, WILLIAMS, CARMEN, & KING, INC.
Franz K. Holt
FKH/sj
encls.
cc: Mr. Ray Fogleman, Manager
City of Graham
LAURENCE A. ALLEY, P.E. T -
HERBERT A.CARMEN,A.LA. r--
HAYW00D 8. KING, P.E. . +�
DARRELL L. RUSSELL, P.E.
J. EARL WILLIAMS, P.E.,RET. "'

NORTH CAROLINA
ALAMANCE COUNTY
GUILFORD COUNTY
THIS AGREEMENT, made and entered into this the 2nd day of January 2018, by and between
the TOWN OF WHITSETT, a Municipal Corporation located in Guilford County, North Carolina,
party of the first part, and the CITY OF BURLINGTON, a Municipal Corporation, located in
Alamance County,North Carolina, and in Guilford County,North Carolina,party of the second part;
WITNESSETH:
WHEREAS, per an AGREEMENT dated April 25, 2017,the City of Burlington has allocated
to the Town of Whitsett forty thousand(40,000) gallons per day capacity at its South Burlington
Wastewater Treatment Plant; and
WHEREAS, said AGREEMENT specified that there shall only be one connection between the
Town of Whitsett Sewage (wastewater) System and the City of Burlington's wastewater collection
system located at the western end of the City's Springwood Park Sewer Outfall; and
WHEREAS, said AGREEMENT stated that future connections may be mutually agreed upon,
in writing,by both parties; and
WHEREAS,the Town of Whitsett has requested in addition to the future connection at
Burlington's Springwood Park that the City of Burlington allow the Town of Whitsett to connect its
proposed wastewater collection system to the wastewater collection system operated by the Town of
Gibsonville, resulting in a current considerable construction, operation, and maintenance cost savings
for the Town of Whitsett;and
WHEREAS,the Town of Gibsonville's wastewater collection system discharges to the City of
Burlington's wastewater collection system under an agreement originally dated April 8, 1980, and
subsequently amended, March 21, 2005; and
WHEREAS,wastewater flow from the Town of Whitsett would eventually flow to the same
point in the City of Burlington's wastewater collection system whether via connection to the Town of
Gibsonville's wastewater collection system, or directly to the City of Burlington's wastewater
collection system as previously agreed upon;
NOW THEREFORE,the parties hereto in consideration of the mutual stipulations and
agreements herein contained,and in consideration of the sum of One Dollar($1.00)each to the other
in hand paid the receipt of which is hereby acknowledged,hereby contract and agree as follows:
(1) The AGREEMENT dated April 25,2017, by and between the City of Burlington and the Town of
Whitsett remains in full force and affect except as amended by this AGREEMENT.
(2) Paragraph (2)of the April 25, 2017, AGREEMENT is modified pursuant to Paragraph(1)of said
AGREEMENT,to add connections in addition to the future primary connection at the western end
the City's Springwood Park Sewer Outfall,whereby The Town of Whitsett may connect to the
Town of Gibsonville's wastewater collection system at two locations: (a)near the intersection of

Frissell Drive and US HWY 70, and(b) in the vicinity of Winnabow Drive in the Phase 2 of the
Lindley Park Estates Phase II Subdivision.
(3) Paragraph (2) of the April 25, 2017, AGREEMENT is modified pursuant to Paragraph(1)of said
AGREEMENT,to add connections in addition to the future primary connection at the western end
the City's Springwood Park Sewer Outfall,whereby The Town of Whitsett may connect to the
Town of Gibsonville's wastewater collection system at two locations: (a)near the intersection of
Frissell Drive and US HWY 70, and(b) in the vicinity of Winnabow Drive in the Phase 2 of the
Lindley Park Estates Phase II Subdivision.
(4) Paragraph (7)of the April 25, 2017, AGREEMENT is modified pursuant to Paragraph(1)of said
AGREEMENT,to add connections in addition to the future primary connection at the western end
the City's Springwood Park Sewer Outfall,whereby The Town of Whitsett may connect to the
Town of Gibsonville's wastewater collection system at two locations: (a)near the intersection of
Frissell Drive and US HWY 70, and(b) in the vicinity of Winnabow Drive in the Phase 2 of the
Lindley Park Estates Phase II Subdivision.
(5) The allocation of 40,000 gallons per day of capacity at the South Burlington Wastewater Treatment
plant to the Town of Whitsett shall remain unchanged, and shall not be included in the Town of
Gibsonville's allocated capacity.
(6) Billing for sewer/wastewater service for flow generated by the Town of Whitsett customers shall
remain as stipulated in Paragraph(13)of the April 25,2017,AGREEMENT.
IN WITNESS WHEREOF, the Town of Whitsett, pursuant to authority duly given, has
caused this instrument to be executed on its behalf by its Mayor and to be attested by its Town Clerk
and its corporate seal hereto attached; and the City of Burlington, pursuant to authority granted by
Resolution adopted on the 2nd day of January 2018, has caused this agreement to be executed in its
behalf by its Mayor, to be attested by its City Clerk and its corporate seal hereunto attached, and this
agreement is executed in duplicate.
TOWN OF WHITSETT
00,11tI u10,,,,
_��,, C) ‘1 4* :
y: • Ric F nnel ayor
•ATTEST: � '- : SEAL = " =
U :::
s < 139 :
Joi!1-sson,Town Clerk ,, ,•,. exk
,,#;40CGvT ,,
,
CITY OF BURLINGTON
-, y -��
'tea' L �1 N .'7 Ia t4•: is,Mayor
'"; 00000. t
TE T: o°o o°oA
i o u
a
e M. Ward, City Cle k oo SF, AL °o•Z
•
�f°°000000 7

•
NORTH CAROLINA
ALAMANCE COUNTY
GUILFORD COUNTY
THIS AGREEMENT, made and entered into this the02,5 day of April, 2017 by and between
the TOWN OF WHITSETT, a Municipal Corporation located in Guilford County, North Carolina,
party of the first part, and the CITY OF BURLINGTON, a Municipal Corporation, located in
Alamance County,North Carolina,and in Guilford County,North Carolina,party of the second part;
WITNESSETH:
WHEREAS,the Town of Whitsett presently does not provide its citizens and businesses with
wastewater/sewer service,and has requested a wastewater allocation from the City of Burlington;
WHEREAS, the Town of Whitsett plans to apply for funding administered by the North Carolina
Department of Environmental Quality and other funding sources to construct a wastewater collection
system to connect directly to the City of Burlington's wastewater collection system;and
WHEREAS, when sufficient funding is secured, it is contemplated that the Town of Whitsett
will initially construct a gravity sewer outfall connecting to the City of Burlington's wastewater
collection system("Project");
WHEREAS, in 1999 the Town of Whitsett contracted Davis-Martin-Powell & Associates to
produce the "Town of Whitsett Water& Sewer Feasibility Study" which sets out a town-wide water
distribution system and wastewater collection system preliminary design; and
WHEREAS, prior to the Town of Whitsett's current request to the City of Burlington for an
allocation of wastewater treatment capacity,the Town has not implemented any aspects related to the
wastewater collection system outlined in the 1999 study; and
WHEREAS, the City of Burlington owns, maintains, and operates two sanitary wastewater
treatment plants, the East Burlington Wastewater Treatment Plant, located at 225 Stone Quarry Road
in Burlington,and the South Burlington Wastewater Treatment Plant located at 2471 Boywood Road
in Alamance County,North Carolina;and
WHEREAS, under the current regulations, specifically North Carolina Administrative Code
15A NCAC 02T .0018, the City of Burlington, as the owner and operator of said wastewater
treatment plants, is obligated to begin evaluation and design of expansion of its wastewater treatment
facilities upon the City having actually used or allocated 80% of its permitted hydraulic capacity
(based upon the average flow of the last calendar year and including allocated or obligated capacity),
and upon having actually used or allocated 90% of the wastewater treatment plant's hydraulic
capacity, must begin construction on expanding the treatment plant; and
WHEREAS, in order to effectively and efficiently utilize its water and sewer assets,
including the treatment capacity at its plants, the City of Burlington must, from time-to-time, adjust
its allocation of treatment capacity among its municipal customers in an effort to avoid unnecessary
design and construction costs, and subsequent increased operation costs for the plants; and

WHEREAS, each of the City of Burlington's municipal customers constructs, maintains,and
operates its water distribution and/or wastewater collection systems as its own enterprise fund or as
provided by N.C.G.S 160A-312. In doing so, each municipality maintains its own water/sewer lines,
maintains its own customer base for citizens within its corporate limits, and bills and collects rents
from its customers;and
WHEREAS, in so operating its own water and/or sewer enterprise fund each municipal
customer of the City of Burlington establishes water and/or sewer rates at such a level as to
adequately maintain and repair its water distribution and/or wastewater collection systems; and
WHEREAS, at the present time, the City of Burlington has as its municipal customers for
potable water the following: City of Greensboro, Town of Elon, Town of Whitsett, Town of
Gibsonville, Village of Alamance, Town of Ossipee, Town of Haw River, and City of Graham
(emergency connection); and
WHEREAS, at the present time, the City of Burlington has as its municipal customers for the
treatment of wastewater the following: Town of Elon, Town of Gibsonville, Village of Alamance,
Town of Green Level,Town of Haw River,Town of Swepsonville, and City of Graham;
NOW THEREFORE, the parties hereto in consideration of the mutual stipulations and
agreements herein contained, and in consideration of the sum of One Dollar($1.00) each to the other
in hand paid the receipt of which is hereby acknowledged, hereby contract and agree as follows:
(1) There shall be only one connection between the Town of Whitsett Sewage System and the City
of Burlington's wastewater collection system,with the exception,however,that future connections
may be mutually agreed upon, in writing, by both parties. Said connection shall be located at the
western end of the City's Springwood Park Sewer Outfall.
(2)The Town of Whitsett may transfer wastewater to the South Burlington Waste Water Treatment
Plant through the new connection.
(3)The City of Burlington assigns to the Town of Whitsett an average of forty thousand (40,000)
gallons per day capacity at its South Burlington Wastewater Treatment Plant beginning the effective
date of this Agreement. The amounts can be adjusted in the future if the conditions arise that warrant
an increase above the stated per day capacity for the connection.
(4)The Town of Whitsett may not receive wastewater from another municipality and transfer it to
the City of Burlington without the consent of the City of Burlington.
(5)The Town of Whitsett agrees that it,and all users in its system,shall at all times be subject to the
pertinent provisions of the sewer use ordinances of Burlington, including the Industrial Pretreatment
Program, and all other applicable state and federal laws and regulations as presently existing and as
may from time to time be subsequently amended.
(6) More particularly, the Town of Whitsett agrees that its sanitary sewer collection system will be
effectively maintained and operated at all times as required by the North Carolina Department of
Environmental Quality under 15A NCAC 02T .0400 to prevent discharge to land or surface waters,
and to prevent any contravention of groundwater standards or surface water standards,and that the

Town of Whitsett will address excess inflow and infiltration in its collection system to help reduce
wet weather flows to the City of Burlington's treatment plant.
(7) It is understood and agreed that both the City of Burlington and the Town of Whitsett shall retain
complete ownership, control and responsibility for its separate sewer/wastewater collection system,
and that this agreement is solely for the transfer of wastewater from one separate system to another.
The Town of Whitsett's separate sewer/wastewater system shall begin with the sewer pipe that ties-in
to the existing system for the City of Burlington at a manhole along their gravity sewer line at
Springwood Park. The Town of Whitsett shall have a right to enter upon the property of the City of
Burlington for the purpose of accessing any part of the sewer pipe for the purpose of maintenance of
the sewer pipe and to complete any necessary repairs.
(8) It is hereby understood and agreed that under this agreement the City of Burlington shall not be
liable for any damage suffered or claimed by any person, firm or corporation served by the sewer
lines or sewer/wastewater collection system of the Town of Whitsett. It is further understood and
agreed by both parties that the City of Burlington shall not be liable to any person, firm or
corporation for any damage suffered for any cause arising from any source whether to personal
property or otherwise in connection with the laying, maintenance or operation of the sewer lines or
sewer/wastewater system of the Town of Whitsett.
(9) It is further understood and agreed that the Town of Whitsett shall be responsible for reporting
sanitary sewer overflows and bypasses in accordance with 15A NCAC 02B .0506(a),and to provide
public notice as required by N.C.G.S. 143-215.1C.
(10)The City of Burlington specifically reserves the right to terminate the sewer/wastewater service
provided for in this agreement because of repairs,cases of emergency, nonpayment of wastewater
service bills,or for violation of the terms of this contract. It is hereby understood and agreed that it is
contemplated that the wastewater proposed to be transferred from the Town of Whitsett shall fill
excess capacity for wastewater now available to the City of Burlington after processing the needs of
the persons,firms and corporations within the corporate limits of the City of Burlington,and that in
the event of any shortage of capacity,the City of Burlington may,upon a finding that because of
such shortage the processing of wastewater from the Town of Whitsett imperils an adequate
wastewater operation to the users within the corporate limits of the City of Burlington,reduce or
discontinue service from the Town of Whitsett until such shortage is eliminated.
(11) The City of Burlington specifically reserves the right to reduce,reallocate,and/or redistribute
unused sewer allocations among its municipal customers, including the Town of Whitsett, in order to
maintain compliance with 15A NCAC 02T .0118 and delay possible requirements for treatment plant
expansion known as the"80/90 Rule" under NCAC 02T .0118, which requires engineering
evaluation of treatment needs when a treatment plant reaches 80%of its permitted hydraulic capacity
and expansion prior to reaching 90%of permitted hydraulic capacity. If annual flow tracking data
submitted for the treatment plant to the North Carolina Department of Environmental Quality
indicates that Burlington's treatment plant has reached 76%of permitted hydraulic capacity, the City
of Burlington shall notify the Town of Whitsett that the wastewater allocation provided to the Town
of Whitsett shall be reduced from 40,000 gallons per day to a volume equal to 1.25 times the Town's
average daily flow for the same time period upon which the annual flow tracking data was obtained,
but in no case shall the sewer allocation to the Town of Whitsett be reduced to less than 10,000
gallons per day. In the event this reduction in allocation is required,the City of Burlington will

review the flow tracking data periodically and agrees to work with the Town of Whitsett to adjust the
allocation as needed to consider new service requests in the Town.
(12) The City of Burlington specifically reserves the right to reduce,reallocate,and/or redistribute
unused sewer allocations among its municipal customers, including the Town of Whitsett, in order to
prioritize service to persons, firms,and corporations within the corporate limits of the City of
Burlington in the event that changes in state or Federal regulations or legislation impact the City of
Burlington's ability to serve its both customers within the corporate limits of Burlington and the City
of Burlington's municipal customers. The City of Burlington agrees to work with its municipal
customers, including the Town of Whitsett,to minimize the impact to its municipal customers
relating to any change in the unused municipal customer sewer allocations.
(13)The Town of Whitsett will pay to the City of Burlington, upon a bill rendered therefore by the
City of Burlington on a monthly basis, for sewer/wastewater service furnished to the Town of
Whitsett during the preceding month. Such bill shall be based upon the transfer of wastewater as
indicated by the total of individual water meter readings from the water transferred hereunder during
such preceding calendar month for Town of Whitsett customers who receive both water and sewer
service from the Town. For Town Whitsett residential customers who receive sewer-only service
from the Town and utilize private wells or another source for water service,the Town of Whitsett
shall pay to the City of Burlington a monthly flat rate equal to the prevailing rate the City of
Burlington charges for sewer only,outside residential customers. Town of Whitsett non-residential
sewer-only accounts shall utilize a meter or flow totalizer,the location and configuration of which
shall be approved by the City of Burlington Engineering Department. The Town of Whitsett will pay
for such sewer/wastewater service at the prevailing rate schedule for municipal users and shall be
subject to any subsequent rate change during the life of this contract. Service to the Town of
Whitsett shall not be discontinued without seven(7)days' notice and opportunity to comply with any
nonpayment or violation of this agreement. In the event of repairs to the wastewater meter or meters,
valves, fittings or connections thereto making-it necessary to bypass around said meter or meters,
then and in such event,the Town of Whitsett shall pay to the City of Burlington for wastewater
service prorated during such period during which it is impossible to meter the same,on the basis of
the average amount of wastewater transferred from the Town of Whitsett as registered by the meter
or meters during the preceding period of six(6) months or the operation of such meter,whichever is
lesser,the number of days during which it is impossible to meter such service.
(14)The term of this agreement shall be for a period of twenty(20) years from the date of the
completion of the Project,and thereafter from year to year, unless renewed by agreement of the
parties for another twenty(20)year term, but it is agreed that any time after the expiration of the
initial twenty(20) year period herein provided,that either party may give written notice of its
purpose to terminate this agreement and upon the expiration of twenty-four(24)months from the
giving of such notice the rights herein granted shall end. All contracts and agreements heretofore
made in writing or verbally,and presently existing between the parties hereto relating to the transfer
of wastewater between the parties are hereby voided by the execution of this agreement.
(15)That in view of the obligations assumed by the Town of Whitsett by virtue of the terms of this
agreement, it is agreed that this contract may be assigned by the Town of Whitsett, including to other
governmental entities,only with the written consent of the City of Burlington. In the event that the
Town of Whitsett attempts to make an assignment hereof without such written consent of the City of
Burlington,the City of Burlington at its option may terminate this agreement.

IN WITNESS WHEREOF, the Town of Whitsett, pursuant to authority duly given, has
caused this instrument to be executed on its behalf by its Mayor and to be attested by its Town Clerk
and its corporate seal hereto attached; and the City of Burlington, pursuant to authority granted by
Resolution adopted on the lc' day of , 2017, has caused this agreement to be executed
in its behalf by its Mayor, to be attested y its City Clerk and its corporate seal hereunto attached,
and this agreement is executed in duplicate.
TOWN OF
WHITSETT
By:
_0•01"liiyss, Richard nnell, or
•�� tHITS/� a --
ATTEST: 0 ; :
SEAL '• • _
JOesson,Town Clerk : G -13-9'
• ' ••......••••
CITY OF BURLINGTON
By: 40,1,�/
_tielicar.", Mayor
ATTESC2 1/1 `,��� �00000000;%� �
= 0 0O :
Renee M.Ward,City Clerk E. o c z =
0
SEAL O
r o 0
%00 00 �
1

r Water Resources
CITY OF BURLINGTON
Sewage Lift Station Information
(Four Stations)
1) Dry Creek Pump Station is located at 2476 Burch Bridge Rd., Burlington, NC. The pump
station delivers sewage to the East Burlington Wastewater Treatment Plant, NPDES Permit
NC0023868, located at 225 Stone Quarry Rd., Burlington, NC, in Alamance County.
>Flow capacity of approximately 4,000,000GPD
>Primary Pump #1:Fairbanks-Morse (submersible) 2000gpm 100hp
>Backup Pump#2:Gorman-Rupp (Dry Pit) 2600gpm 125hp
>Backup Pump #3:Same as #2
>480VAC / 3Phase
>Emergency Generator: ECCO with automatic switchgear 250 KW/313 KVA (Diesel)
>Local phone # [phone]
>VTScada System
>Alarm:(1) Scada System with dialer calls eight different locations until a response
(2) Antx DiaLog Scout calls eight different locations until a response—float
activated
(3) Local outside light and audible alarm—float activated
>Normal GPD is approximately 515,500
2) Lower Hopedale Pump Station is located at 2161 Lower Hopedale Rd., Burlington, NC
27217. The pump station delivers sewage to the East Burlington Wastewater Treatment Plant,
NPDES Permit NC0023868, located at 225 Stone Quarry Rd., Burlington, NC, in Alamance
County.
>Flow capacity of approximately 140,000 GPD
>Primary Pump #1: Fairbanks—Morse, 4" D5432MV, (submersible) 100gpm 15hp
>Backup Pump #2: Fairbanks—Morse, 4" D5432MV, (submersible) 100gpm 15hp
>460 VAC /3 Phase
>Emergency Generator: Kohler with automatic switchgear 35 RZG (Natural Gas)
>Local phone # [phone]
>VTScada System
>Alarm: (1) Scada System with dialer calls eight different locations until a response
(2) Antx DiaLog Scout calls eight different locations until a response—float activated
(3) Local outside light and audible alarm—float activated
>Normal GPD is approximately 7,700
WSPM Division 11103 S.Mebane St.I Burlington,NC 27215 I(336)222-5140 I www.BurlingtonNC.gov

p Water Resources
Li CITY OF BURLINGTON
3) Whitsett Pump Station is located at 7231 Pace Dr. Whitsett, NC 27377 behind T&A Truck
stop. The pump station pumps to South Burlington Wastewater Plant,NPDES Permit NC0023876,
located at 2471 Boywood Rd. Graham,NC in Alamance County.
>Flow capacity of approximately 151,200 GPD
>Primary Pump#1: Tsurumi Cutter Pump Model TOS8027.5 with a 3" discharge,
10 HP rated for 110 GPM at 112 ft. TDH
>Backup Pump#2: Same as#1
>460 VAC/3 Phase
>Emergency Generator: MTU 8V0071 GS60 (60KW)with automatic switchgear(Natural Gas)
>Local phone# [phone]
>VTScada System
>Alarm: (1) Scada System
(2) Chatterbox calls eight different locations until a response—float activated
(3) Local light and audible alarm—float activated
>Normal GPD is approximately 8,400
4) Mackintosh on the Lake Pump Station is located at 151 Lochmaddy Dr. The pump station
pumps to South Burlington Wastewater Plant, NPDES Permit NC0023876, located at 2471
Boywood Rd. Graham,NC in Alamance County.
>Flow capacity of approximately 144,000GPD
>Primary Pump#1, Barnes Sithe Pump, 4SCME150N6 (submersible)
210gpm at 73.8 ft of head. 15hp
>Backup Pump#2 Same as#1
>460 VAC/3 Phase
>Emergency Generator: Kohler with automatic switchgear 3ORZG (Natural Gas)
>Local phone# [phone]
>VTScada System
>Alarm: (1) Scada System
(2)Antx DiaLog Scout calls eight different locations until a response -
float activated
(3) Local light and audible alarm—float activated
>Normal GPD is approximately 13,800

Sanitary Sewer Collection System
2476 Burch Bridge Rd
DRY CREEK SEWAGE
PUMP STATION
EMERGENCY ACTION PLAN
Water Resources
A) CITY •F BURLINGTON
Plants Maintenance Division
Updated by Wayne 3/2023
NOTES
5/23/23 force main damaged, 4 in hole through side by boring contractor
Elon was on summer break, Pumping from wet well door at 17 feet from top
Max transducer level seen was 21 ft which was 5 ft from top of manhole cover by
lift station will come out manhole cover first manhole is bolted down
Pumps shut off at 4 ft (4ft -- 18 ft) Takes 4 hrs. to gain 14 ft
4 septic haulers only buy time does not keep up
Generator fuel usage with 2 pumps running constantly
1 inch of fuel per hour/ 500 gallon tank 43 inches is full tank
Plan a daily refuel to be safe

Dry Creek Sewage Lift Station Emergency Action Plan
All Lift Stations have two remote alarm systems with battery backup power, (SCADA System
and Chatter Box Dialer)that should contact Plants Maintenance personnel if a power loss or high
wet well level condition occurs.
All Lift Stations have automated Generator Backup Power that will startup and switch in
automatically therefore if there is a total power loss condition the backup system has failed also.
Please take the following actions if one of these catastrophic events occurs.
Total Power Loss
1. Call Plants Maintenance Supervisor Travis Moore [phone] and Chief Tech.
Wayne Perkins 336-516-6653
2. Call Duke Power and report a power outage at 2476 Burch Bridge Rd., Burlington, NC
see emergency contact list
3. Plants Maintenance (Notify Electricians) will connect a 135KVA portable generator
(located east plant) to pump 1 and SCADA Controls to enable pumping which should
relieve the Septic Haulers.
4. Call Emergency support for Generator engines See emergency contacts list
5. Check Wet Well Level
6. Call Septic Haulers See emergency contact list, get 4 trucks on the way to pump out
well
7. Inform Septic Haulers they can dump at Dry Creek Holding Basin, 1985 Burch Bridge
Rd. manholes with Blue covers,
8. Unlock Dry Creek Basin Both Gates and close valve going into basin(blue Wheel)
Total Pump Failure
1. Call Plants Maintenance Supervisor Travis Moore [phone] and Chief Tech.
Wayne Perkins 336-516-6653
2. Check Wet Well Level
3. Call Septic Haulers. See emergency contact list, get 4 trucks on the way to pump out well
4. Inform Septic Haulers they can dump at Dry Creek Basin, 1985 Burch Bridge Rd.
manholes with Blue covers
5. Unlock Dry Creek Basin Both Gates and close valve going into basin(blue Wheel)
Forced Main Pipe Failure
1. Call Plants Maintenance Supervisor Travis Moore [phone] and Chief Tech.
Wayne Perkins 336-516-6653
2. Call Water and Sewer Supervisor Donnie 336-263-5027 Home 336-421-5468
3. Call Septic Haulers See emergency contact list get 4 trucks on the way to pump out well
4. Inform Septic Haulers they can dump at Dry Creek Basin, 1985 Burch Bridge Rd.
manholes with Blue cover
5. Unlock Dry Creek Basin Both Gates and close valve going into basin(blue Wheel)
Please refer to Emergency Support Contacts for additional support.

Sanitary Sewer Collection System
7231 Pace Dr
Burlington or Whitsett
WHITSETT SEWAGE
PUMP STATION
EMERGENCY ACTION PLAN
r Water Resources
CITY OF BURLINGTON
Plants Maintenance Division
Updated by Wayne 3/23
Whitsett Sewage Lift Station Emergency Action Plan

All Lift Stations have two remote alarm systems with battery backup power, (SCADA System
and Chatter Box Dialer)that should contact Plants Maintenance personnel if a power loss or high
wet well level condition occurs.
All Lift Stations have automated Generator Backup Power that will startup and switch in
automatically therefore if there is a total power loss condition the backup system has failed also.
Please take the following actions if one of these catastrophic events occurs.
Total Power Loss
1. Call Plants Maintenance Supervisor Travis [phone] and Chief Tech.Wayne
336-516-6653
2. Call Duke Power and report a power outage at 7231 Pace Dr. Whitsett, NC
See Emergency contact list
3. Call Emergency support for Generator engines See emergency contacts list
4. Check Wet Well Level
5. Call Septic Haulers See emergency contact list get 2 trucks on the way to pump out well
6. Inform Septic Haulers they can dump on 1422 Springwood Church Rd across from
Springwood Presbyterian Church Cemetery under High Tension wires at manhole with
Blue cover
7. Plants Maintenance will connect a 135KVA portable generator(located at east plant)to
the pump station providing station power which should relieve the Septic Haulers.
Total Pump Failure
1. Call Plants Maintenance Supervisor Travis [phone] and Chief Tech. Wayne
336-516-6653
2. Check Wet Well Level
3. Call Septic Haulers See emergency contact list get 2 trucks on the way to pump out well
4. Inform Septic Haulers they can dump at 1422 Springwood Church Rd across from
Springwood Presbyterian Church Cemetery under High Tension wires at manhole with
Blue cover
Forced Main Pipe Failure
1. Call Plants Maintenance Supervisor Travis [phone] and Chief Tech. Wayne
336-516-6653
2. Call Water and Sewer Supervisor Donnie 336-263-5027 Home 336-421-5468
3. Call Septic Hauler See emergency contact list get 2 trucks on the way to pump out well
4. Inform Septic Haulers they can dump on 1422 Springwood Church Rd across from
Springwood Presbyterian Church Cemetery under High Tension wires at manhole with
Blue cover
Please refer to Emergency Support Contacts for additional support.

Sanitary Sewer Collection System
151 Lochmaddy Dr
MACKINTOSH ON THE LAKE
S EWAC E
PUMP STATION
EMERGENCY ACTION PLAN
PeWater Resources
rij CITY OF BURLINGTON
Plants Maintenance Division
Updated by Wayne Perkins 3/2023

Mackintosh On The Lake Sewage Lift Station Emergency Action Plan
All Lift Stations have two remote alarm systems with battery backup power, (SCADA System and
Chatter Box Dialer) that should contact Plants Maintenance personnel if a power loss or high wet well
level condition occurs.
All Lift Stations have automated Generator Backup Power that will startup and switch in automatically
therefore if there is a total power loss condition the backup system has failed also.
Please take the following actions if one of these catastrophic events occurs.
Total Power Loss
1. Call Plants Maintenance Supervisor Travis Moore [phone] and Chief Tech. Wayne
Perkins [phone]
2. Call Duke Power and report a power outage at 151 Lochmaddy Dr, Burlington, NC See
emergency contact list
3. Call Emergency support for Generator engines. See emergency contacts list
4. Check Wet Well Level
5. Call Septic Haulers See emergency contact list get 2 trucks on the way to pump out well
6. Inform Septic Haulers they can dump on 1422 Springwood Church Rd across from
Springwood Presbyterian Church Cemetery under High Tension wires at manhole with Blue
cover
7. Plants Maintenance will connect a 135KVA portable generator (located at east plant) to the
pump station providing station power which should relieve the Septic Haulers.
Total Pump Failure
1. Call Plants Maintenance Supervisor Travis Moore [phone] and Chief Tech. Wayne
Perkins [phone]
2. Check Wet Well Level
3. Call Septic Haulers See emergency contact list get 2 trucks on the way to pump out well
4. Inform Septic Haulers they can dump on 1422 Springwood Church Rd. across from
Springwood Presbyterian Church Cemetery under High Tension wires at manhole with Blue
cover
Forced Main Pipe Failure
1. Call Plants Maintenance Supervisor Travis Moore [phone] and Chief Tech. Wayne
Perkins [phone]
2. Call Water and Sewer Supervisor Donnie 336-263-5027 Home 336-421-5468
3. Call Septic Haulers See emergency contact list get 2 trucks on the way to pump out well
4. Inform Septic Haulers they can dump on 1422 Springwood Church Rd. across from
Springwood Presbyterian Church Cemetery under High Tension wires at manhole with Blue
cover
Swimming pool Emergency contact Julia cell 919-610-5931 or 336-571-6260
Please refer to Emergency Support Contacts for additional support.

Sanitary Sewer Collection System
2161 Lower Hopedale RD
LOWER HOPEDALE SEWAGE
PUMP STATION
EMERGENCY ACTION PLAN
Water Resources
rij CITY OF BURLINGTON
Plants Maintenance Division
Updated by Wayne Perkins 3/23
Lower Hopedale Sewage Lift Station Emergency Action Plan

All Lift Stations have two remote alarm systems with battery backup power, (SCADA System
and Chatter Box Dialer)that should contact Plants Maintenance personnel if a power loss or high
wet well level condition occurs.
All Lift Stations have automated Generator Backup Power that will startup and switch in
automatically therefore if there is a total power loss condition the backup system has failed also.
Please take the following actions if one of these catastrophic events occurs.
Total Power Loss
1. Call Plants Maintenance Supervisor Travis Moore [phone] and Chief Tech.
Wayne Perkins [phone]
2. Call Duke Power and report a power outage at 2161 Lower Hopedale Rd., Burlington,
NC See Emergency contact list
3. Call Emergency support for Generator engines See emergency contacts list
4. Check Wet Well Level
5. Call Septic Haulers See emergency contact list get 2 trucks on the way to pump out well
6. Inform Septic Haulers they can dump at Dry Creek Basin, 1985 Burch Bridge Road)
manholes with Blue covers.
7. Unlock Dry Creek Basin Both Gates and close valve going into basin(blue Wheel)
8. Plants Maintenance will connect a 135KVA portable generator (located at east plant) to
the pump station providing station power which should relieve the Septic Haulers.
Total Pump Failure
1. Call Plants Maintenance Supervisor Travis Moore [phone] and Chief Tech.
Wayne Perkins [phone]
2. Check Wet Well Level
3. Call Septic Haulers See emergency contact list get 2 trucks on the way to pump out well
4. Inform Septic Haulers they can dump at Dry Creek Basin, 1985 Burch Bridge Road
manholes with Blue covers.
5. Unlock Dry Creek Basin Both Gates and close valve going into basin(blue Wheel)
Forced Main Pipe Failure
1. Call Plants Maintenance Supervisor Travis Moore [phone] and Chief Tech.
Wayne Perkins [phone]
2. Call Water and Sewer Supervisor Donnie West(336)263-5027 Home [phone]
3. Call Septic Haulers See emergency contact list get 2 trucks on the way to pump out well
4. Inform Septic Haulers they can dump at Dry Creek Basin, 1985 Burch Bridge Road
manholes with Blue covers.
5. Unlock Dry Creek Basin Both Gates and close valve going into basin(blue Wheel)
Please refer to Emergency Support Contacts for additional support.

BWater Resources
CITY OF BURLINGTON
EMERGENCY SUPPORT
Updated 5/2024 by Wayne Perkins
Emergency Support for Power Outage
Duke Energy for power outage call 1 800 729-7475 or 1 800 419-6356
Account Executive Diana Walker Cell: 336-266-3844
Medium voltage (ex: 4160V) from Power Substation
King Electric—Larry King Office: 336-226-8889
Cell: 336-382-7282
ESI (Electric Systems Inc.)—Roy Office: 336-342-3642
Cell: 336-616-6390
Daryl Cell: 336 348-3241
Southland—Office: 336-227-1486
Mike Griggs cell: 336-263-2669
Neal Huffman cell: 336-380-4300
Electric Motor Support
Clayton Electric Motor Repair—Office: 336-584-3756
Jay Clayton cell: 336-263-1215
Jackie Cell: 336-290-4167
Electric Motor Shop—(Low & Medium Voltage) -
William Lee Office: 919-556-3229 after hrs. recording
Willam Lee cell: 252-908-4783
Piedmont Electric Motor Repair(Asheboro)—Jacob Office: [phone]
cell: [phone]

73 Water Resources
CITY OF BURLINGTON
Emergency Support for Fuel
NC Propane(LP Gas) Office - 336-218-1600
After Hrs. 336-375-8000 Cliff cell 336-451-1206
Huffman Oil (Diesel) - Office: 336-227-8881
Pager#when beeps enter your phone# [phone]
Piedmont(Natural Gas)- Office: 800-356-2593
Macintosh on the Lake, Whitsett and Lower Hopedale
Payne Oil (Diesel and Propane) David Boyd Office# 336-578-0404
Switches to call center at night
Alamance Oil (Diesel and Propane)Office 336-226-9371
Switches to call center at night
Emergency Support for Generator Repair or Rental
Nixon Power Services Company (Charlotte)—Office: 704-588-1043
Gregory Poole Power Systems(Raleigh)—919-755-7088 after hrs. call center
Need a rental generator
Gregory Poole (Raleigh): 919-755-7017
Willie Scott cell: 919-810-0173
Nixon power Services company (Charlotte): 704-588-1043
Emergency Support for Generator Engines,Crane, Bucket truck Repair
Diesel Engine and Heavy Equipment Repair- (Dale Phillips)Office: 336-227-8782
Cell: 336-260-9289
Can send pics to this one Cell: 336-260-6195
Emergency Support for Pump Repair
Charles R. Underwood, Inc. (Sanford)—(Russell Underwood)
Office: 919-775-2463
Susan Cell: 919-770-3414
Travis Beal: 919-353-1667
Tencarva(Greensboro)—Frank Lucius cell: 336-312-3266
Donna Hair Office: 336-665-0250

Water Resources
FL) CITY OF BURLINGTON
Emergency Septic Haulers
Kirby Septic Cell: 336-516-3181 (Bigger Truck)
Paris septic: 336-226-1918 (Bigger Truck)
Rowland Environmental -Al Rowland: 336-516-6627 get 2 trucks if available
Lloyd's—Keith Lloyd - Cell: 336-516-0444
Matt Profit 382-7207 2 trucks if possible(Whitsett Lift Station)
Enviromental Clean Up
Shamrock Enviromental: 24 Hr. Emergency service 800-881-1098
Pete Hall: 336-382-5238
Terra Nova Environmental (Not for sewer spills) 336-841-5276 or 336-999-3861
Emergency Support for Backup Pump Station
Godwin Pumps (Diesel driven pumps plus controls)
Rentals Office: 919-661-6061
Tim Bosick Cell: 919-219-9167
Sunbelt(Diesel driven pumps plus controls)
Rentals Office: 919-453-5050
Dick Bennett Cell: 919-807-9325
Emergency Support for Lift Station SCADA System
ProPump& Controls,Inc—Richard Embry: 800-844-0677
Cell: 704-658-8083
Emergency Support for Electrical Parts
Southland—Office: 336-227-1486
Mike Griggs cell: 336-263-2669
Neal Huffman cell: 336-380-4300
Dynamic—Office: 336-570-1771
David Presley: 336-269 -5315
Greg Greeson: 336-376-0446/Cell: 336-260-4686

B
Water Resources
CITY OF BURLINGTON
Mike Reckart cell: 336-213-3949
Hunt—Office: 336-229-5335
Mike Jones cell: 336-516-1555
Emergency Support for Plumbing Supplies
Bennett Hockett- Office: 336-226-8429
After hours 1st call Todd Corner: 336-269-3768
Chris Wilson: 336-269-3306
Tom Bennett: 336-317-2218
Emergency Support for Metal Work
Beachwood Metal Office: 336-229-6199
(Casey) cell: 919-815-3437
Bennett Welding 336-480-4055
L&K Machine Office 336-222-9444 emergency press 9
Southland CNC Machining Chris:336-260-5919
Jordan Innovative Fab (Formally Kellam Company) (Biscoe)
Bobby Kellum: 910-428-2368
Toney Cell: 910-220-6407
Emergency Support for Crane Services
Guy M. Turner, Inc.—Office 336-294-4660
Our Rep. Carrlie 336-266-0848
This Document updated 5-2024 by Wayne Perkins

r
-11111
High Priority Lines Inspection SBWwTP I
Year: 2024
# Pipe Grid No. Location Outfall Name Additional Details Date Inspected Condition Required Maintenance
Diameter By(Initial)
1 16 106 Jockey Club Dr Brightwood Farms Outfall
2 8 106 Animal Hospital-Hwy 70 West Stoney Creek Animal Shelter Outfall
3 8 120 Pace Rd @ TA Truck stop Pace Rd Outfall
4 8 96 1149 University Dr Behind CVS
5 24 135 Falkirk Dr OF tie-in Great Alamance Creek Outfall to left @ creek
6 24 135 4101 Hansel Trace Great Alamance Creek Outfall
7 24 135 4114 Hansel Trace Great Alamance Creek Outfall
8 8 135 4153 Hansel Trace Mackintosh on the Lake Pump Station Outfall
9 24 135 2497 Glenkirk Dr Great Alamance Creek Outfall
10 24 135 2609 Glenkirk Dr Great Alamance Creek Outfall at Danbrook Rd OF tie-in
11 24 135 1671 Huffman Mill Rd(Quarry) Great Alamance Creek Outfall 10th mh to 11th mh from Western Loop OF tie-in
12 24 135 1671 Huffman Mill Rd(Quarry) Great Alamance Creek Outfall 8th mh to 9th mh from Westem Loop OF tie-in
13 24 135 1671 Huffman Mill Rd(Quarry) Great Alamance Creek Outfall 3rd mh to 4th mh from Western Loop OF tie-in
14 12 136 1671 Huffman Mill Rd(Quarry) Western Loop Outfall at E Bonnar Bridge OF tie-in
15 8 123 1671 Huffman Mill Rd(Quarry) R.F.Kirkpatrick Outfall 3rd mh up from E Bonnar Bridge OF tie-in
16 12 123 1671 Huffman Mill Rd(Quarry) Western Loop Outfall Tie in at Great Alamance Creek OF
17 24 136 Huffman Mill Rd(across from Quarry) Great Alamance Creek Outfall 3rd mh from gate
18 24 136 3400 Harris Rd Great Alamance Creek Outfall Mackintosh WTP at ARMC OF tie-in
19 12 136 3400 Harris Rd ARMC Outfall 4th mh to 5th mh from tie-in at Great Alamance Creek OF
20 24 137 3400 Harris Rd Great Alamance Creek Outfall Mackintosh WTP to left of Raw Water Line
21 24 150 3400 Hams Rd Great Alamance Creek Outfall Mackintosh WTP to right of Raw Water Line
22 16 110 Boone Station @ Walden Lane Western Loop Outfall
23 30 150 Alamance Rd at meter pit to Village of Alamance Great Alamance Creek Outfall
24 8 139 3116 Tucker St or 3080 Tucker St SNA PROP Outfall
25 8 138 CCD Outfall @ Great Alamance Creek Tie-in CCD Outfall Creek crossing on Keck rd coming from Anthony Ct.Park
26 24 141 617 Monroe Holt Rd Little Alamance Creek Outfall
27 24 141 502 Sadie Trace Little Alamance Creek Outfall 3rd mh to 4th mh
28 24 154 502 Sadie Trace Little Alamance Creek Outfall 4th mh to 5th mh
29 24 154 817 Anniston Court Little Alamance Creek Outfall
30 24 154 Rogers Rd @ Graham Park Little Alamance Creek Outfall
U:\Utils\WSPM\Collections Permit\Renewal 2024\High priority lines\SBWWTP High Priority Lines

r --111/
SBWWTP
High Priority Lines Inspection 2
# Pipe Grid No. Location Outfall Name Additional Details Date Inspected Condition Required Maintenance
Diameter By(Initial)
—
31 48 167 Meadowview Drive@ Little Creek Dr Little Alamance Creek Intercepter
32 8 168 2132 Main St(Graham 87 S) Southern High School Outfall
33 48 168 2132 Main St(Graham 87 S) Little Alamance Creek Intercepter
34 48 168 2471 Boywood Rd(SBWWTP) Little Alamance Creek Intercepter
35 48 168 2471 Boywood Rd(SBWWTP) Little Alamance Creek Intercepter at gate to OF
36 21 141 1450 Hanford Rd Little Alamance Creek Outfall
37 21 140 1442 Old Coach Rd Little Alamance Creek Outfall
38 21 140 1412 Old Salem Ct Little Alamance Creek Outfall
39 21 140 1415 Old Salem Ct Little Alamance Creek Outfall
40 12 128 624185 Service Rd(Mooselodge) Border St Outfall 6th mh
41 18 128 624185 Service Rd(Mooselodge) Kayser Roth Outfall 6th mh
42 12 141 625185 Service Rd(Mooselodge) Border St Outfall 10th mh to 11th mh
43 12 141 625185 Service Rd(Mooselodge) Border St Outfall 11th mh to 12th mh
44 21 140 2844 Maple Ave Little Alamance Creek Outfall Smith MHP
45 8 101 Dead end of Foxton Ln Turrentine St Outfall
46 8 114 1624 Amberty Ct Morehead St Outfall
47 8 114 1020 Chapel Hill Rd Kilby St Outfall
48 8 100 Center Ct Center Ave Outfall 3rd mh to 4th mh
49 8 100 Center Ct Center Ave Outfall 2nd mh to 3rd mh
50 16 100 621 Sixth St(BCA) Morehead St Outfall
51 10 100 1103 S Mebane St Mebane St Outfall
52 8 100 1406 S Mebane St Center Ave Outfall 1st mh to 2nd mh(Old leaf dump)
53 12 100 1406 S Mebane St City Park Outfall at Atlas Lighting
54 8 113 739 Huntington Ct Huntington Ct Outfall
55 8 113 739 Huntington Ct Malone Rd Outfall
56 15 100 Country Club Dr Edgewood Ave Outfall
57 15 99 O'neal St(behind Harbor Frieght) Edgewood Ave Outfall
58 15 99 O'neal St @ Little Alamance Creek Intercepter Edgewood Ave Outfall 1st creek
59 12 99 900 E Lake Dr Country Club Forest Outfall at Edgwood Outfall tie-in
60 12 99 2720 W Lake Dr Country Club Forest Outfall off Shirley Dr
61 8 99 220 W Lake Dr Lee Dr Outfall off Gumey St
U:\Utils\WSPM\Collections Permit\Renewal 2024\High priority lines\SBWWTP High Priority Lines

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SBW WTP
High Priority Lines Inspection 3
Pipe Grid No. Location Outfall Name Additional Details Date Inspected Condition Required Maintenance
Diameter By(Initial)
62 10 99 416 Cedanvood Dr Country Club Forest Outfall
63 8 87 612 W Davis St Fifth St Outfall
64 8 74 Wildwood Ln @ Springdale Ln Wildwood Ln Outfall
65 12 87 419 Willowbrook Dr Willowbrook Park Outfall
66 12 100 Main St @ Train Depot City Park Outfall
67 8 100 Main St @ City Park YMCA Outfall Ballfield#1
68 8 100 Highview St Grove Park Outfall
69 10 86 Front St Lakeview Terrace Outfall
70 12 87 927 Lexington Ave Spring St Outfall
71 18 100 213 Kime St Davis St Outfall
72 6 100 213 Kime St @ Bridge Kime St Outfall
U:\Utils\WSPM\Collections Permit\Renewal 2024\High priority lines\SBWWTP High Priority Lines

EBWWTP
High Priority Lines Inspection
Year: 2024
Pipe Grid No. Location Outfall Name Additional Details Date Inspected By(Initial) Condition Required Maintenance
Diameter
1 18 46 804 Ossipee Rd Dry Creek Interceptor 1st creek crossing
2 21 34 1530 Burch Bridge Rd @ Dry Creek Pump Station Dry Creek Interceptor
3 8 35 1063 N.Riverview Dr Buckland/Dryerl Fogleman Outfall
4 15 47 1261 Gordon St St.Regis Dr.Outfall
5 8 47 1450 Durham Meadows Dr. Durham Meadows Dr.Outfall
6 20 48 Burch Bridge Rd.@ Equalization Basin Servis Creek Interceptor
7 12 61 Dead End of Dresden Dr. Glen Raven Rd.Outfall
8 8 61 528 Smith St. Chestnut St.Outfall
9 8 61 519 Smith St. Elm St.Outfall
10 8 74 Elmira St. Elmira St.Outfall
11 8 74 Tillman St. @ Lakeside Apts. Tillman St.Outfall
12 8 62 1110 Rosenwald St. Massey St.Outfall
13 8 62 1220 Shaw St.@ Mayfair Mill Outfall Tie-In Sharpe Rd.Outfall
14 8 74 734 Richmond Ave. Richmond Ave.Outfall
15 8 75 641 Montgomery St. Montgomery St.Outfall
16 8 75 431 Dudley St Dudley St.Outfall
17 8 75 420 Lane St. Pine St.Outfall
18 8 49 1870 Lower Hopedale Rd. Lower Hopedale Rd.Outfall
19 12 62 N.Park Ball Field Bigelow Outfall
20 12 63 1309 Melrose Dr.@ Raw Water Line Lakeside Ave.Outfall
21 12 63 1339 Elrado St. Lakeside Ave.Outfall M/H#4&M/H#5
22 12 63 1339 Elrado St. Lakeside Ave.Outfall M/H#5&M/H#6
23 8 76 1446 Knollwodod Dr. Knollwood Dr.Outfall
24 8 75 343 Baldwin Rd. Baldwin Rd.Outfall
25 15 76 343 Baldwin Rd. Tarpley St.Outfall
26 10 75 1005 Morningside Dr. Apple Street Outfall
U:\Utils\WSPM\Collections Permit\Renewal 2024\High priority lines\EBWWTP High Priority Lines

EBWWTP
High Priority Lines Inspection 2
Pipe Grid No. Location Outfall Name Additional Details Date Inspected By(Initial) Condition Required Maintenance
Diameter
27 12 63 1504 Apple St. Lakeside Ave.Outfall
28 42 63 1144 Graham Hopedale Rd. N.Burlington Outfall In Front of Carl Park's House
29 8 77 2125 N.Ashland Dr. N.Ashland Dr.Outfall
30 8 76 614 Ridgeway Dr. Ridgeway Dr.Outfall
31 8 76 2327 Morningside Dr. Morningside Dr.Outfall
32 12 76 Morningside Dr.@ Creek Rayon Mills Outfall
33 12 76 1511 Morningside Dr.or 454 Camp Rd. Rayon Mills Outfall
34 18 76 532 Homewood Ave E.Burlington Outfall
35 42 77 Dead End of Sellars Mill Rd.@ Goat Island Haw River Interceptor
36 15 77 519 Riverside Dr. Town&Country Outfall To Right of Trail
37 42 77 519 Riverside Dr. Haw River Interceptor To Left At Haw River
38 12 89 145 Cobb Ave Rayon Mills Outfall
39 8 88 1103 Grace Ave Maryland Ave.Outfall
40 10 88 1025 Grace Ave James St.Outfall
41 8 88 928 Graham St. Queen Ann St.Outfall
42 8 88 906 Bellvue St. Bellvue St.Outfall
43 8 75 211 Friendly Rd. Friendly Rd.Outfall
44 15 75 211 Friendly Rd. Tarpley St.Outfall
45 12 76 1340 S.Church St.@ Putt-Putt James St.Outfall
46 12 32 528 Elmira Behind Cobb Sign Elmira Section Outfall
U:\Utils\WSPM\Collections Permit\Renewal 2024\High priority lines\EBWWTP High Priority Lines

EBWWTP
High Priority Lines Inspection 3
Pipe Grid No. Location Outfall Name Additional Details Date Inspected By(Initial) Condition Required Maintenance
Diameter
U:\Utils\WSPM\Collections Permit\Renewal 2024\High priority lines\EBWWTP High Priority Lines

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� FY 24-25 City of Burlington Approved Budget I
Sewer Line Maint/Repair Sewer Line Service and Construction
03080763 40200 Personnel Services $ 316,624 03080764 40200 Personnel Services $ 125,756
03080763 40300 Personnel Services O/T $ 14,000 03080764 40300 Personnel Services O/T $ 6,200
03080763 40500 Fica Taxes $ 25,293 03080764 40400 Personnel Services PIT $ 20,000
03080763 40600 Group Insurance $ 71,435 03080764 40402 Pers Svcs Part Time-Retire $ -
03080763 40700 Retirement Expense $ 45,130 _03080764 40500 Fica Taxes $ 11,625
03080763 40800 401K $ 16,531 03080764 40600 Group Insurance $ 30,615
03080763 40999 Vacancy Cuts $ (31,196) 03080764 40700 Retirement Expense $ 18,012
03080763 41100 Telephone $ 900 03080764 40800 401K $ 6,598
03080763 41400 Travel Meetings Etc $ 2,000 03080764 40999 Vacancy Cuts $ (13,482)
03080763 41511 Maint.&Repair Lines $ 35,000 03080764 41100 Telephone $ 450
03080763 41512 Chemical Root Control-Sew $ 70,000 03080764 41503 Materials-Patching Street $ 20,000
03080763 41515 Replacement Taps $ 25,000 03080764 41517 Materials-Lines $ 60,000
03080763 41521 Outfall Rehab $ 75,000 03080764 41900 Professional Services $ 125,000
03080763 41600 Maint&Repair Equipment $ 16,000 03080764 43100 Automotive Expense $ 12,000
03080763 41900 Professional Services $ 100,000 03080764 43101 Automotive Expense-Fuel $ 11,000
03080763 42100 Bldg And Equip Rental $ 2,000 03080764 43302 Small Tools $ 1,000
03080763 42600 Publications&Legal Ads $ 1,000 03080764 43320 Pcard Encumbrance $ - _
03080763 43100 Automotive Expense $ 22,000 03080764 43390 Equip/Constr Not Capitalized $ -
03080763 43101 Automotive Expense-Fuel $ 20,000 03080764 43600 Uniforms&Safety Apparel $ 1,600
03080763 43302 Small Tools $ 2,000 03080764 44500 Maint&Service Contracts $ 1,000
03080763 43320 Pcard Encumbrance $ - 03080764 44804 Materials-Taps $ 50,000
03080763 43390 Equip/Constr Not Capitalized $ 15,000 03080764 47300 Capital-Other Improvements $ 540,000
03080763 43600 Uniforms&Safety Apparel $ 2,100 03080764 47304 Petitions $ 25,000
03080763 44500 Maint&Service Contracts $ - 03080764 47400 Equipment $ -
03080763 47303 Outfall Rehab $ - 03080764 47410 Vehicles $ -
03080763 47400 Equipment . $ 11,000 03080764 47500 Construction In Progress $ -
03080763 47410 Vehicles $ 550,000 Total Sewer Line Service and Construction $ 1,052,374
03080763 47500 Construction In Progress $ 200,000
Total Sewer Line Maint/Repair $ 1,608,817

,
7
CITY OF BURLINGTON 5-YEAR CAPITAL IMPROVEMENT PLAN
YEAR ACCOUNT PRIMARY FUNDING FY 2024-25 FY 2025-26 FY 2026-27 FY 2027-28 FY 2028-29 TOTAL
APPROVED NUMBER PROJECT SOURCE BUDGET BUDGET BUDGET BUDGET BUDGET BUDGET
IMPACT
03080764- Inflow/Infiltration C R 475,000 475,000 475,000 500,000 500,000 2,425,000
47300 Reduction
03080764- Manhole Rehab&
47300 Repair C R 65,000 70,000 70,000 75,000 75,000 355,000
03080764- Sanitary Sewer
47304 Line petitions C N 25,000 25,000 25,000 25,000 25,000 125,000
03080764- Rehab Little
47500 Alamance Creek C R - 2,000,000 - - - 2,000,000
21"Interceptor
03080764- Ave St Area Sewer
47500 Outfall C R - 400,000 - - - 400,000
Replacement
03080764- Replace Whitsett
47500 Pumpstation C R - 100,000 650,000 - - 750,000
Forcemain
03080764- Morningside Dr 8
47500 Oakdale Ct Sewer C R - 100,000 1,100,000 - - 1,200,000
Replacement
03080764- Replace/Rehab 33"
47500 Little Alamance C R - 200,000 1,425,000 - - 1,625.000
Creek Interceptor
03080764- Replace/Rehab
47500 Dry Creek Outfall C R - 200,000 1,750,000 1,750,000 3,700,000
03817000- Anthony Road C N 1,200,000 - 1,200,000
39999 Sewer Outfall
03080764- Replace Dump E N 140,000 - - 140.000
47410 Truck(#1420)
03080764- Replace Dump E N 140,000 140,000
47410 Truck(#1421)
capital project Old Trail Road C N 840,000 - - 840,000
account Sewer
capital project Wheeler Bridge C N 2,750,000 - 2,750,000
account Outfall
03080764- Replace Mini
- - - 200.000 200,000
47400 Excavator#1512
NOTE: Operational capital outlay is not included in the GIP. Only total project amounts(either equipment or construction) >$25,000 are included.
Former 75705

03080764 explanation
Required by our collections permit. These monies are used to locate areas in the sanitary sewer
lines where surface waters might be entering. Reduction of these locations will ensure the VWVfP
1 capacity is not exceeded prematurely.
Required by our collections permit. Thesefunds are used reapir and seal manholes where surface
Repair of these MHs will helpensure the VVWTP capacity is not exceeded
water may be entering. p p y
2 prematurely.
3 Reserved for sanitary sewer line petitions.
This 21" sewer line was installed around 1950 and needs rehabilitation to extend its useful life and
4 reduce inflow and infiltration. Multi-year project.
The sewer in the Ave St area is comprised of old 6" mill lines which are not up to current standards.
5 This project will take a wholistic approach to resolving the aging/undersized sewer in the area.
This forcemain was installed to serve the truckstop around 1989 and needs upgraded to age and
6 conditon and to provide adequate capacity.
7 This project will relocate and replace an aging sewer line.
8 The 33" sewer line needs replaced due to age and condition.
9 This outfall sewer need replaced due to age and condition.
Economic Development Project to provide sanitary sewer service to Burlington-Alamance Regional
10 Airport and Anthony Road area.
11 Dump Truck#1420 will be 11 years old and will be due for replacement
12 Dump Truck#1421 will be 12 years old and will be due for replacement
Economic Development Project to provide sanitary sewer service to Economic Development Site#3.
13 State funding received in NC 2021 budget.
Economic Development Project to provide sanitary sewer service to Economic Development Site
14 #12. State funding received in NC 2021 budget.
15 Mini excavator# 1512 will be 10 years old and will be due for replacement

CITY OF BURLINGTON 5-YEAR CAPITAL IMPROVEMENT PLAN
YEAR ACCOUNT PRIMARY FUNDING FY 2024-25 FY 2025-26 FY 2026-27 FY 2027-28 FY 2028-29 TOTAL
APPROVED NUMBER PROJECT SOURCE BUDGET BUDGET BUDGET BUDGET BUDGET BUDGET
IMPACT
03080763- 6"sewer line C R 200,000 220,000 240,000 240,000 250,000 1,150,000
47500 replacement
03080763- Replace Water
47410 sampling van E R - 40,000 - - - 40,000
(#621)
03080763- Evaluation
41900 studies on C R 65,000 65,000 70,000 80,000 85.000 365,000
smaller outfalls
03080763- Replace E R - 175.000 - - - 175,000
47400 Backhoe#1331
capital project Downtown Sewer C R 1,500,000 2,500,000 2,400,000 - - 6,400,000
account replacement
03080763- Replace Combo
47410 jet/vac E R - - - 700,000 - 700,000
Truck#1548
03080763- Replace Camera
47410 van#1486 with E R - - 360,000 - - 360,000
box truck
03080763- Replace outfall E R 35,000 35,000
47400 gator#901
03080763- Replace Dump E R 175,000 175,000
47410 Truck#1485
03080763- Replace Jet E R - - 425,000 - - 425,000
47410 Truck#1473
03080763- Hydro E N 550,000 - - - 550,000
47410 Excavation Truck
- - - - - 0
NOTE: Operational capital outlay is not included in the CIP. Only total project amounts (either equipment or construction) >$25,000 are included.
Former 73703

03080763 explanation
The City is taking a systemmatic approach to replacing the 6" sewer lines in the collection system.
These lines tend to have many failures and are not up to the current size standard as DENR
1 requires a minimum of 8" sewer lines for public lines.
2 Water Sampling van will be 10 years old and will probably have over 100,000 miles on it.
The Study would allow us to find the condition of the smaller outfall lines that flow to the larger trunk
3 lines that are being rehabed and make repairs to eliminate I&I.
4 Backhoe#1331 will be 11 years old and will be due for replacement
Replace sewer lines downtown due to age and condition. State funding received in NC 2021
5 budget.
6 Combo Truck#1548 will be 10 years old and due for replacment
Camera van #1486 will be 10 years old and needs to upsized to a box style truck to carry needed
7 equipment
8 Outfall gator#901 will be 11 years old and will be due for replacement
9 Dump Truck# 1485 will be 12 years old and due for replacement
10 Jet Truck# 1473 will be 10 years old and due for replacment
Hydro Extravaction Truck -due to large influx of fiberoptic lines it will be needed to help locate utility
11 lines and serve as a backup jet truck

Sanitary Sewer Collection System
SANITARY SEWER OVERFLOW
(SSO)
REPORTING AND
RESPONSE POLICY
City of
URLINGTON
Water lzeAurces
Water and Sewer Pipe
Maintenance Division
Effective:5/5/2009
Revised:4/25/2011
J• 7/22/2013
10/1/2014

Sanitary Sewer Overflow (SSO) Reporting and Response Policy
Purpose
The purpose of this policy is to ensure a rapid and efficient response to a Sanitary Sewer Overflow(SSO)in an
effort to minimize potential health and environmental impacts associated with SSOs.
Notification of an SSO
Immediate notification of a Sanitary Sewer Overflow(SSO)or spill is required.The WSPM Division should be
contacted during normal business hours(M-F,7:30 am to 4:00 pm). On weekends,holidays,or after-hours,the
Police Department should be contacted.The Police Department dispatcher shall notify the on-call WSPM
Supervisor.
WSPM Division—[phone]
Police Department—[phone]
The following information should be given during notification:
1. Time the SSO was identified.
2. Location of the SSO.
3. If the wastewater is reaching surface waters(i.e.stream,creek, lake, ditch,storm drain,etc...)
Upon notification,the WSPM Supervisor will refer to this policy to determine the proper response necessary to
isolate and contain the wastewater, remove or repair the blockage,clean the impacted area and complete the
required reporting.
Response
Given notification,the WSPM Supervisor will either respond to the site immediately or contact the foreman on
call for immediate response.In either case,the site must be visited and assessed within 60 minutes of first
notification.The initial assessment will include determining the following:
1. Is the wastewater reaching a surface water(i.e.stream,creek,lake,ditch,storm drain,etc...)?
2. Does the SSO have potential of causing an environmental or health hazard?
3. What equipment will be necessary to contain the SSO?
4. Will a by-pass pump be necessary?
5. What equipment will be necessary to remove the blockage or repair the damaged pipe?
6. Will traffic control be necessary?
7. Will a confined space entry permit be necessary?
8. What equipment and supplies will be necessary to clean the impacted areas?
9. What personnel are necessary to complete the work?
Once the initial assessment has been completed,the appropriate personnel should be contacted immediately.
The ORC must be contacted at this time as the ORC must visit the site within 24 hrs of first notification. In the
Page 3

Sanitary Sewer Overflow (SSO) Reporting and Response Policy
1. Clean and disinfect all equipment.
2. Repair any damaged equipment.
3. Place equipment in its proper location.
4. Complete a work order for follow-up inspection, including CCTV of the sewer line.
5. Complete and submit necessary reports as determined by this policy.
Reporting
The following criteria are used individually and in combination to determine the necessary reporting levels
associated with a SSO:
1. Volume of wastewater associated with the SSO.
2. Whether or not the wastewater reached a surface water(i.e.stream,creek, lake,ditch,storm drain,
etc...).
Refer to the chart below to determine what level of reporting is necessary.
Submit Submit
online the Proof of
Verbal CS-SSO Public
Notification Form to Press Public Notice to
to NCDENR NCDENR Release Notice NCDENR
within 24 Complete within 5 within 24 within 10 with 30
Characteristics of the hrs of first the CS-SSO days of first hrs of first days of first days of first
SSO knowledge Form knowledge knowledge knowledge knowledge
Less than 1,000 gallons
associated with SSO and
wastewater did not
reach surface waters
1,000 gallons or more
associated with SSO and X
wastewater did not
reach surface waters
0 to 9.99 gallons of
wastewater reached a X X X
surface water
1,000 to 14,999 gallons
of wastewater reached a X X X X
surface water
15,000 gallons or more
of wastewater reached a X X X X X X
surface water
The above terms are expounded upon below.
Page 5

4U1tL1I ,ItJi-_ -Water ResCeS
SS 0 Response & Reporting CHECKLIST
Incident#: COB SSO #: - (Fiscal Year—SSO#)
i.e.2014-1
Location:
Manhole#: MH-
Weft: _
Date: Time: AM/PM
Notified by: ❑ Self Inspection ❑ Police Dept.
❑ Citizen ❑ Other;
Weather Conditions:
1.44 ft" fe' q�'•^!1__ 'fa i' � "�..t¢`°' - `. ei�=• a'.�T 5-" a3''`z 3 L3 ? ,''•,€ 't.:�p -.�.c-` "
0 SSO 0 Non-SSO(Skip to Close-Out)
Incident End Date: Incident End Time: AM/PM
Estimated Duration: hrs (nearest hour) Estimated Flow: gallons/hr
Estimated.Total Volume: gallons (See chart for Estimated Flow)
Estimated Volume Reaching Surface Waters: gallons
"rote .1,f O DUO i td?lohPigif: ter i a hes ur ace kid ter$0-64)ate1v
rit tify fhe;ORt,046.14-00Cso r v ronm0nta!Groupscan be cacti ed,
Watershed: Back Gunn Little Alamance Dry Service Staley Big Alamance Haw River
❑ Main stem ❑ unnamed tributary ❑ named tributary
Cause of SSO:
❑Severe Natural Condition ❑Grease 0Roots
❑Inflow and Infiltration ❑Pump Station Equipment Failure ❑Power outage
DVandalism ❑Debris in line OPipe Failure
❑Other;
Fish Kill: ❑ Yes ❑No ❑Unknown If Yes, estimated number:
WSPM Division 11103 S.Mebane St. I Burlington,NC 272151 [phone] I www.BurlingtonNC.gov

Did 15,000 gallons or more reach surface waters? ❑Yes9 Public Notice is Required
❑No Public Notice is NOT Required
Dat
e of Public Notice:
Time:
AM/PM
Affidavit Received Submitted to DWR
Submitted to: ❑Burlington Times News Date: Date:
❑Chatham News Date: Date:
❑ Date: Date:
P* ate, __�'-ram- c�ac,.a- �� '.:.a?t
I have reviewed this incident and verify that to the best of my knowledge the SSO either did not exist or
has been eliminated and that all documentation has been submitted as required.
Signature Date
Print Name Title
3
\\COBUi1 L\Utilities Server\Utils\WSPM\SSO\1-SSO Reporting and Response Pollcy\SSO Reporting and Response CHECKLIST 2014.10 27.docx

}
Appendix A
• CS SSO Form
li ,

tv. fie
Water Restarces
SSO Response 8z. ReportingCHECKLIST
Incident#e COB SSO #:_ - (Fiscal Year-SSO#)
i.e.2014-1
Location:
Manhole#: MH-
.ram - r . 4 �
Date: Time: AM/PM
Notified by: ❑ Self Inspection ❑ Police Dept.
❑ Citizen ❑ Other;
Weather Conditions:
�.Sys,
❑ SSO 0 Non-SSO(Skip to Close-Out)
Incident End Date: Incident End Time: AM/PM
Estimated Duration: hrs(nearest hour) Estimated Flow: gallons/hr
Estimated Total Volume: gallons (See chart for Estimated Flow)
Estimated Volume Reaching Surface Waters: gallons
''.1:..:•..�:...�.,.�:.... 4:y..' ':`,.,� .J may �.•� Ly... � .�:.y.�_.,
u.•ace '`tets l riinediatel`
Mote:•:ff�0;000�af�ons ot;gi�eater�ea����s°� kv4r... v
na b tfie(?R1:0ackun:6 C o thrv!-rorgr ii#al GrQUPS.cw ticriot fed.
Watershed: Back Gunn Little AlamanCe Dry Service Staley Big Alamance Haw River
❑ Main stem 0 unnamed tributary 0 named tributary
Cause of SSO:
❑Severe Natural Condition 0 Grease :Roots
❑Inflow and Infiltration ❑Pump Station Equipment Failure ❑Power outage
❑Vandalism ❑Debris in line ❑Pipe Failure
❑Other;
Fish Kill: 0 Yes ❑No 0 Unknown If Yes,estimated number:
WSPM Division 11103 S.Mebane St.I Burlington,NC 272151(336)222-5140 I www.BurlingtonNC.gov

,we*.
Did 15,000 gallons or more reach surface waters? ❑Yeses Public Notice is Required
❑No Public Notice is NOT Required
Date of Public Notice: Time: AM/PM
Affidavit ReceWed Submitted to DWR
Submitted to: ❑Burlington Times News Date: Date:
❑Chatham News Date: Date:
❑ Date: Date:
� : a`y
I have reviewed this incident and verify that to the best of my knowledge the SSO either did not exist or
has been eliminated and that all documentation has been submitted as required.
Signature Date
Print Name Title
3
\\COB UTI L\Utilities Server\Utiis\WSPM\SSO\1-SSO Reporting and Response Policy\SSO Reporting and Response CHECKLIST 2014.10.27.docx
1

State of North Carolina
'�r, Depas[went ofEnvironment and Natural Resources
Division of Water Resources
•
Collection System Sa1�'Sewer Overflow Reporting Form
•
Division of Water]Resources
Form CS-SSO
PART I:
This form shall be submitted to the appropriate DWR Regional Office within five da of the first knowledge of the sanitary
sewer overflow(SSO).
Permit Number: (WQCS#if active,otherwise uie WQCSD#)
Facility:
Incident#E: Owner:
Region: "—
City: County:
Source of SSO(check applicable): ❑ Sanitary Sewer ❑ Pump Station/Lift Station
SPECIFIC location of the SSO(be consistent in description from past reports or documentation-i.e.Pump
Station 6, Manhole at Westall&Bragg Street,etc.):
Manhole#:
Latitude(degrees/minute/second): Longitude(degreestninute/second):
Time: Incident End Dt: Time:
Incident Started Dt:(mm-dd-yyyy) (hh:mm)AM/PM (mm-dd-yyyy) (hh:mm)AM/PM
Estimated volume of the SSO: gallons Estimated Duration(mind to nearest hour): hour(s)
Describe how the volume was determined:
• Weather conditions during the SSO event:
Did the SSO reach surface waters? ❑ Yes ❑ No ❑ Unknown
Volume reaching surface waters: gallons Surface wafer name:
Did the SSO result in a fish kill? ❑Yes ❑ No ❑Unknown
If Yes,what is the estimated number of fish killed?
SPECIFIC cause(s)of the SSO: []Roots []Irr"Iow&Infiltration
❑Severe Natural Conditions ❑ Grease
❑Pump Station Equipment Failure ❑Power Outage ❑Vandalism 0 Debris in fine ❑Pipe Failure(Break)
❑Other(Please explain in Part II)
24-hour verbal notification(name of person contacted):
DDWR ['Emergency Management Date(mm-dd-yyy): Time:(hh:mm AM/PM):
Per G.S.143-215.1 C(b),the owner or operator of any wastewater collection systernshal
In the event of a discharge of 1,000 gallons or more of untreated wastewater to thesurface waters of the State,Issue
a press release to all print and electronic news media that provide general coverage in the county where the
discharge occurred setting out the details of the discharge. The press release stall be issued within 24 hours after
the owner or operator has determined that the discharge has reached surface waters of the State.
In the event of a discharge of 15,000 gallons or more of untreated
circulationter to the the
countyface in waaeers the dischargeof the tat
publish a notice of the discharge in a newspaper having general
occurs and in each county downstream from the point of discharge that is slgnificantyaffected by the discharge. The
't Regional Office shall determine which counties are significantly affected by the discharge and shall approve the form
•-- and content of the notice and the newspapers In which the notice is published.
WHETHER OF NOT PART Il IS COMPLETED,A SIGNATURE IS REQI)IRED SEE PAGE 13
Page 1
Form CS-SSO

Severe Natural Conditions(hurricane.tornado,etc.)
Describe the"severe natural condition"in detail:
How much advance warning did you have and what actions were taken in preparation for the event?
Comments:
ti
e
1i
Form CS-SSO Page 3

Roots
Do you have an active root control program on the line/area in question? 0 Yes ❑No ❑NA ❑NE
Describe:
Have cleaning and inspections ever been increased at this location because
? of roots? D Yes ❑No DNA ❑NE
Explain: -
What corrective actions have been accomplished at the SSO location(and
surrounding system if associated with the SSO)?
What corrective actions are planned at the SSO location to reduce root intrusion?
Has the line been smoke tested or videoed within the past year? ❑Yes ❑No ❑NA ❑NE
If Yes,when?
Comments:
•
Form CS-SSO Page 5

Inflow and Infiltration
} Are you under an SOC(Special Order by Consent)or do you have a schedule ❑Yes ❑No DNA 0 NE
in any permit that addresses I/I?
Explain if Yes:
What corrective actions have been taken to reduce or eliminate I&I related ovenfoc's this spill location
within the last year?
Has there been any flow studies to determine Ill problems in the
Yes ❑No DNA ❑ NE
collection system at the SSO location?
If Yes,when was the study completed and what actions did it recommend?
Has the line been smoke tested or videoed within the past year?
Yes ❑ No DNA ❑NE
If Yes,when and what actions are necessary and the status of such actions:
Are there Ill related projects in your Capital Improvement Plan? D Yes 0 No DNA D NE
If Yes,explain:
Have there been any grant or loan applications for Ill reduction projects? 0 Yes D No DNA ❑NE
If Yes,explain:
Do you suspect any major sources of inflow or cross connections
Yes ❑No DNA ❑NE
with storm sewers?
If Yes,explain:
Have all lines contacting surface waters in the SSO location and upstream
❑Yes ❑No DNA ❑NE
been inspected recently?
If Yes,explain:
What other corrective actions are planned to prevent future I/I related SSOs at this loeation?
1 Comments:
s3
Page 7
Form CS-SSO

{ PUMP Station Equipment Failure(Documentation of testina records. etc should be provided upon request)
What kind of notification/alarm systems are present?
Auto-dialer/telemetry(one-way communication) ❑Yes
Audible 0 Yes
Visual 0 Yes
SCADA(two-way communication) 0 Yes
Emergency Contact Signage ❑Yes
Other ❑Yes
If Other,explain:
Describe the equipment that failed:
What kind of situations trigger an alarm condition at this station(i.e.pump failure,power failure,high water,etc.)?
Were notification/alarm systems operable? ❑Yes ❑No DNA D NE
In no,explain:
If a pump failed,when was the last maintenance and/or inspection performed?
What specifically was checked/maintained?
If a valve failed,when was it last exercised?
Were all pumps set to alternate? DYes D No DNA ❑ NE
Did any pump show above normal run times prior to and during the SSO event? ['Yes ❑ No DNA ❑NE
Were adequate spare parts on hand to fix the equipment ❑Yes ❑ No DNA ❑NE
Was a spare or portable pump immediately available? ❑Yes ❑No DNA ❑ NE
If a float problem,when were the floats last tested? How?
If an auto-dialer or SCADA,when was the system last tested? How?
Comments: _
Foam CS-SSO Page 9

Vandalism •
Provide police report number:
•
Was the site secured? 1]Yes ❑No DNA ❑NE
If Yes,how?
Have there been previous problems with vandalism at the SSO location? '
•
If Yes,explain: •
What security measures have been put In place to prevent similar ❑Yes❑No DNA ❑NE
occurrences In the future?
•
Comments:
•
Page 11
Form CS-SSO

—�. Other(Pictures and police report. as applicable, must be available upon rnuest)
Describe:
Were adequate equipment and resources available to fix the problem? Q Yes 0 No DNA 0 NE
If Yes,explain:
If the problem could not be immediately repaired,what actions Q Yes ❑No DNA D NE
were taken to lessen the impact of the SSO?
Comments:
•
•
j •
Form CS-SSO Page 13

System Visitation
ORC 0`les
Backup ❑Yes
Name:
•
Certification Number:
Date visited:
Time visited:
How was the SSO remediated(lie.Stopped and cleaned up)?
-a
As a representative for the responsible party.I certify that the information contained in this report is true and accurate to the
best of my knowledge.
•
Person submitting claim: Date:
•
Signature: Title:
Telephone Number:
Any additional information desired to be submitted should be sent to the appropriateDivision Regional Office within five
days of first knowledge of the SSO with reference to the incident number(the incident number is only generated when
electronic entry of this form is completed,if used).
•
Form CS-SSO Page 15

Appendix B
Sample Press Release
)
•

"sties City of
.L.. :I . =.., ====.
`
TtN
•
-�=:�_- -- _ Office of Public Inforaaatio11
MEDIA RELEASE' . _
_._ e .osn,..__,...._...m,......—_.,,__m_ Morgan Lasater
Community Engagement Director
For Immediate Release Contact: City of Burlington, NC
Date: Month 00,20XX Office: [phone]
Cell: [phone]
. _rr. _._.._:,,.a „_-s,„. ..,_ ____._ _ www.BurlingtonNC.gov
NOTICE OF DISCHARGE OF uNTREArEn WASTE
BURLINGTON,NC—As required by the Clean Water Act of 1999(House Bill 1160),the City of
Burlington provides the following notice:
The City of Burlington had an overflow of approximately gallons of untreated
i wastewater from its sanitary collection system reach surface waters beginning at AM/PM
on in the block of in Burlington,NC.The overflow, caused by
,` discharged gallons into the . The flooding ceased at on
,
The North Carolina Department of Environment and Natural Resources, Division of Water
Quality was notified of this overflow. This information is being published as required by the
North Carolina General Statute,Article 21 Chapter 143.215.C.
Additional information regarding the overflow is available from the City of Burlington's Water
and Sewer Pipe Maintenance Division at(336) 222-514o.
###
our Mission:
"The City of Burlington is dedicated to proviriing high quality municipal services within our diverse community in a
friendly,professional and efficient manner in order to promote the safety,health,and quality of life of residents and
employees.'
Burlington Municipal Building.e 425 South Lexington Avense,Burlington,NC 27215
www.BurlinntonNC.gov w.BurlingtonNC.gov e www.Facebook.com/BurlingtonNCsTwitter na BurlingtonNC
wwv.FlickR.com/BurlingtonNC e Instagram()BurlingtonNC
I

Appendix
Sample Public Notice

Model News Release
•
Notiafcatiop of Waste Spill in
House Bill 1160,which the General Assembly enacted in 1tlY 1999,requires that
municipalities,animal.operations,industries and others who operate waste handling systems issue
news releases when a waste spill of 1,000 gallons or more reaches surface waters
•
In accordance with that regulation,the following news relese has been prepared and
issued to media in the affected county(ies):
•
The Municipality.Animal Operation.Industry.etc.had a rastewasterssill(date)of an
estimated(amount)gallons at(site location).The(untreated/partial!treated)wastewater spilled
into(creek,river,unnamed tributary)in the(Name)River Basin.
The Division of Water Quality was notified of the event.mf date)and is reviewing the
matter. For information contact the(Municipality.Animal Oneratis .Industry.etc.)at(phone
number with area code)
Exgeaavle ofMraraacadad News Release
Notification of Wastewater Spill in Macon County
House Bill 1160,which the General Assembly enacted in July 1999,requires that •
municipalities,animal operations,industries and others who operatewaste handling systems issue
news releases when a waste spill of 1,000 gallons or more reaches n_face waters.
•
In accordance with that regulation,the following news releec has been prepared and
issued to media in the affected county(ies): •
•
The Town of Greenwood Valley had a wastewater spill October 1,1999 of an estimated •
1,000 gallons from a pump station off First Street near the train station. The untreated wastewater
spilled into Turner's Creek in the Savannah River Basin.
• The Division of Water Quality was notified of the event on October 1,1999 and is
• reviewing the matter. For information contact the Town of Greenwood Valley(754)833-9276. .
• ' 11�11�711'}Ii111.1.Iiii U. 111 ,11}
•
7 • - .•

Appendix D
Sewer Equipment List

SEWER EQUIPMENT LIST
Type Description
Year
Backhoe John Deere 310SK 2014
Backhoe John Deere 310 SK (with Wanco asphalt breaker) 2014
Backhoe John Deere 310 SK 2022
Fork lift Daewoo G25S 2022
Air Compressor Atlas 185 2011
Blower (confined space) Dayton SVB-G8 2008
Boring machine McLaughlin MCL24B 2014
Generator Wacker GS5.6 2018
Locator Metrotech 2020
(2)Pole Saw Stihl HT101 2017
(2)Pumps 3" Wacker PT3 2008\ 2011
Pump 6" Thompson 6TSV 2015
(2)Smoke Machine Harco 2012\2013
(2) Tamps Multi-Quip 2018\2018
(2)Weed Eaters Echo SRM 280-S 2021
(3)Bush Hogs Brown TCF-26 2002\2014\2016
Tractor John Deere 5115M 2015
Tractor John Deere 6430 2012
Enclosed Camera Aries 2001
Camera Van Ford Transit 2017
Rodding Machine Sewer equip. of America 2015

Vacuum Trailer Sewer equip. of America TGV 2000 2006
Dump Truck Ford F-750 2015
Dump Truck Ford F-750 2015
Dump Truck Freightliner M 2106 2011
Dump Truck Freightliner M 2106 2017
Dump Truck Ford F-750 2024
Pick Up Chevrolet Silverado 2500 2021
Service Truck Ford F-250 2014
Service Truck Ford F-550 2015
Jet Truck Ford F-750 2013
Jet Truck Freightliner M2106 2017
Sewer Combo Freightliner114SD 2019

Appendix E
Local Contractom
And
Mutal Aid Contact List

Local Contractors and Mutual Aid contact List
Type Contact Entity Phone
Municipality Kenny Hill City of Graham 336-213-9909
Municipality Kyle Smith City of Mebane 336-213-2746
Municipality David Murphy Town of Elon 336-214-0674
Supplier Danny Lee Core and Main 336-668-1033
Supplier Sales Rep. Coble Equipment 336-584-0616
Supplier Mookie Leftwich James River Eq. 336-668-2762
Supplier Justin Childers Sunbelt Rentals 919-397-3291
Contractor Gene Kimrey Associated Plbg. 336-226-5896
Contractor Jerry Warren C&J Utilities 336-516-3060
Contractor Chris Foust McPherson's 336-516-1888
Contractor Nash Huffman KRG Utility Inc. 828-320-9301
Contractor Rodney Latham North State W&S 336-575-3052
Contractor Daniel Fuentef Trees R Us 336-935-9031

North Carolina Department of Environmental Quality
Division of Water Resources
Permit Number: WQCS00008
Permit Type: Collection System Management and Operation
Facility Name: Burlington Collection System
FacilityAddressl: 1103 South Mebane St.
Facility Address2:
City,State&Zip: Burlington, NC 27215
Owner Information Details:
MUST submit a Change of Name/Ownership form to DWR to make any changes to this Owner information.
(Click Here for"Chance of Name/Qwneis/iiv form)
Owner Name: City of Burlington
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: Robert C. Patterson Title: Executive Director of Water Resources&
Addressl: PO Box 1358 Engineering
Address2:
City,State&Zip: Burlington, NC 27216-1358
Work Phone: [phone] Fax:
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 httos://dea.nc.gov/contact/regional-offices.
Owner Contact Person(s)
Contact Name Title Address Phone fax Email
Robert C.Patterson Executive Director of Water PO Box 1358, Burlington, NC [phone] [e-mail]
Resources& Engineering 27216-1358
Donnie West Supervisor of Water& PO Box 1358, Burlington, NC [phone] dwest burlingtonnc.gov
Sewer Pipe Maintenance 27216-1358
Facility Contact Person(s)
Contact Name Title Address Phone Fax Email
Darrin Allred Superintendent of East PO Box 1358, Burlington, NC [phone] [e-mail]
Burlington WWTP 27216-1358
Richard Asher Superintendent of South PO Box 1358, Burlington, NC [phone] [e-mail]
Burlington WWTP 27216-1358
Permit Contact Person(s)
Donnie West Supervisor of Water& PO Box 1358, Burlington, NC [phone] [e-mail]
Sewer Pipe Maintenance 27216-1358
Permit Billing Contact Person(s)
Contact Name Title Address Phone Fix Email
Robert C.Patterson Executive Director of Water PO Box 1358, Burlington, NC [phone] [e-mail]
Resources& Engineering 27216-1358
9/3/2024 Page 1

Permit Number: WQCS00008
Permit Type: Collection System Management and Operation
Facility Name: Burlington Collection System
Facility Addressl: 1103 South Mebane
Facility Address2:
City,State&Zip: Burlington, NC 27215
Persons with Signatory Authority
Type Contact Name Title Address Phone Fax Email
Owner Robert C Executive Director of PO Box 1358, Burlington, NC 336-222-5130 [e-mail]
Patterson Resources Water& 27216-1358
Engineering
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 Desianationsferzyj Please provide specific details as to the changes requested,including th
designated operators. For all other operator questions or issues,please call 919-807-6353.
Facility Classification: CS3
Operator Name Role Cert Type Cert Status Cert# Effective Date
Donnie Lee West ORC CS-4 Active 29078 4/16/2008
Jimmy Andrew McCoy Backup CS-4 Active 995339 7/10/2017
9/3/2024

October 9,2024
Wastewater Branch
Water Quality Permitting Section
Division of Water Resources
1617 Mail Service Center
Raleigh,NC 27699-1617
Subject: Delegation of Signature Authority
SOUTH BURLINGTON WWTP
NPDES Permit Number NC0023876
To Whom It May Concern:
By notice of this letter, I hereby delegate signatory authority to each of the following individuals for all
permit applications, discharge monitoring reports, and other information relating to the operations at
the subject facility as required by all applicable federal, state, and local environmental agencies
specifically with the requirements for signatory authority as specified in 15A NCAC 2B.0506.
Individual #1 Individual #2 (f applicable)
Name: Robert C. Patterson, Jr.
Executive Director- Water Resources
Title: & Engineering
Po Box 1358
Mailing Address: Burlington,Nc 27216-1358
Physical Address: 425 S. Lexington Ave.
(f different) Burlington,Nc 27215
Email Address: [e-mail]
Office Phone: 336 - 222 - 5130 - -
Mobile Phone: 336 - 516 - 2255 - -
If you have any questions regarding this letter, please feel free to contact me at choneycutt@burlington
nc.gov or 336-222-5123.
Sincerely,
(7,741,21 cl:ZD
Craig eycutt
City Manager
Po Box 1358
Choneycutt@Burl ingtonnc.Gov
336-222-5123
919-223-4885
cc: Winston-Salem Regional Office,Water Quality Permitting Section

October 9,2024
Wastewater Branch
Water Quality Permitting Section
Division of Water Resources
1617 Mail Service Center
Raleigh,NC 27699-1617
Subject: Delegation of Signature Authority
EAST BURLINGTON WWTP
NPDES Permit Number NC0023868
To Whom It May Concern:
By notice of this letter, I hereby delegate signatory authority to each of the following individuals for all
permit applications, discharge monitoring reports, and other information relating to the operations at
the subject facility as required by all applicable federal, state, and local environmental agencies
specifically with the requirements for signatory authority as specified in 15A NCAC 2B.0506.
Individual #1 Individual #2 (f applicable)
Name: Robert C. Patterson, Jr.
Executive Director- Water Resources
Title: & Engineering
Po Box 1358
Mailing Address: Burlington,Nc 27216-1358
Physical Address: 425 S. Lexington Ave.
(if different) Burlington,Nc 27215
Email Address: [e-mail]
Office Phone: 336 - 222 - 5130 - -
Mobile Phone: 336 - 516 -2255 - -
If you have any questions regarding this letter, please feel free to contact me at choneycutt@burlington
nc.gov or 336-222-5123.
Sincerely,
Craig Honeycutt
City Manager
Po Box 1358
[e-mail]
336-222-5123
919-223-4885
cc: Winston-Salem Regional Office, Water Quality Permitting Section

October 9,2024
Wastewater Branch
Water Quality Permitting Section
Division of Water Resources
1617 Mail Service Center
Raleigh,NC 27699-1617
Subject: Delegation of Signature Authority
JD MACKINTOSH,JR. WTP
NPDES Permit Number NCG590013
To Whom It May Concern:
By notice of this letter, I hereby delegate signatory authority to each of the following individuals for all
permit applications, discharge monitoring reports, and other information relating to the operations at
the subject facility as required by all applicable federal, state, and local environmental agencies
specifically with the requirements for signatory authority as specified in 15A NCAC 2B.0506.
Individual #1 Individual #2 (if applicable)
Name: Robert C. Patterson, Jr.
Executive Director- Water Resources
Title: & Engineering
Po Box 1358
Mailing Address: Burlington,Nc 27216-1358
Physical Address: 425 S. Lexington Ave.
(if different) Burlington,Nc 27215
Email Address: [e-mail]
Office Phone: 336 -222 - 5130 - -
Mobile Phone: 336 - 516 - 2255 - -
If you have any questions regarding this letter,please feel free to contact me at coneycutt@burlington
nc.gov or 336-222-5123.
Sincerely,
(7-1?:)/-
Craig Honeycutt
City Manager
Po Box 1358
[e-mail]
336-222-5123
919-223-4885
cc: Winston-Salem Regional Office, Water Quality Permitting Section

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City of � Sheet 21URLINGTONHigh Priority Lines
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