WQCS00048_Renewal (Application)_20230821

a`"`r1 STATE 4
y 3 <
ROY COOPER i ' f=1-4
Governor
ELIZABETH S.BISER `.� ",,.. „ s
Secretary
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
August 21, 2023
City of Roxboro
Attn: Kenneth C. Griffin, PE
PO Box 128
Roxboro, NC 27573-0128
Subject: Permit Renewal
Application No. WQCS00048
Roxboro Collection System
Person County
Dear Applicant:
The Water Quality Permitting Section acknowledges the August 21, 2023, receipt of your permit renewal application and
supporting documentation. Your application will be assigned to a permit writer within the Section's Non-discharge
permitting branch. Per G.S. 150E-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sinc ly,
'( 0:1 1
Wren Th ord
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
—D_E Q' North Carolina Department of Environmental Quality I Division of Water Resources
!!�� Raleigh Regional Office 3800 Barrett Drive Ralegh.North Carolina 27bO9
0... 7•,tm .d �'. 919.791.4200

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ROXBORO J�'
NORTH CAROL/NA
,
August 17, 2023
City of Roxboro
Mr. Andrew Girgis
NCDEQ-DWR
Water Quality Permitting Section RECEIVED
MUNICIPAL PERMITTING UNIT
1617 Mail Service Center
Raleigh, North Carolina 27699-1617 AUG 21 2023
Re: City of Roxboro Collection System NCDEQ/DWR/NPDES
Permit Renewal
Permit No. WQCSS00048
Person County
Dear Mr. Girgis:
This letter is on behalf of the City of Roxboro, for the continued operation of our collection system. As
required by 15A NCAC 02T.0400,the
City of Roxboro is submitting our application for Permits renewal.
Attached is the following:
Application Form CSA 04-16
Pump Station List IV.3
High Priority Lines List IV.4
Annual Collection Budget V.4
Capital Improvement Plan 2017-2036 Updated 7/25/23 V.6
Response Action Plan Vl.2
Contingency Plan VI.4
Collection System Mapping in *.pdf format
If you have any questions, please call me at(336) 322-6031
Sincerely,
ftaLL C. 2�
Kenneth C. Griffin, PE
Public Services Director
Cc: Brooks Lockhart, City Manager
Donald Ashley, Public Utilities Superintendent
105 S. LAMAR STREET• P.O.BOX 128 • ROXBORO, NORTH CAROLINA 27573 • [phone] • FAX[phone]
www.citydroxboro.com

Application

State of North Carolina
93411.5. Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400-SYSTEM-WIDE WASTEWATER COLLECTION SYSTEMS
Div Moo of Waller ll000urc.es INSTRUCTIONS FOR FORM CSA 04-16& SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System-wide Collection System Permitting website:
General — When submitting an application to the Municipal Permitting Unit, please use the following instructions as a
checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided
boxes will help produce a quicker review time and reduce the amount of requested additional information.
The Applicant shall submit one original and one copy of the application and supporting documentation.
The copy may be submitted in digital format.
A. Cover Letter
❑ Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
➢ No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
➢ The appropriate annual fee for systemwide wastewater collection system permits may be found at:
➢ Annual Non-Discharge Fees
C. System-Wide Wastewater Collection System (FORM: CSA 04-16)Application:
❑ Submit the completed and appropriately executed System-wide Wastewater Collection System (FORM: CSA 04-
16) application. Any unauthorized content changes to this form shall result in the application package being
returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long
as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Section I.3 is a Privately-Owned Public Utility, provide the Certificate of Public
Convenience and Necessity(CPCN) from the North Carolina Utilities Commission demonstrating the Applicant is
authorized to hold the utility franchise for the area to be served by the wastewater collection system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area
or that franchise approval is expected.
❑ If the Applicant Type in Section 1.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina Secretary of State.
D. General Information:
➢ The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page in
accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated
as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T
.0106(b).
➢ NOTE - Public Works Directors are not authorized to sign this permit application, according to the rule,
unless they are formally delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16& SUPPORTING DOCUMENTATION Page l of 5

E. Summary of Attachments Required:
❑ Instruction A: Cover Letter
El Instruction C: Application
El Instruction C: Ownership Documentation (i.e. CPCN) (If necessary)
❑ Instruction D: Delegation Letter(If necessary for signing official)
❑ Section IV.3 Pump Station List
El Section IV.4 High Priority Lines List
El Section V.4 Annual Budget for Collection System (Updated and Approved)
❑ Section V.6 Capital Improvement Plan (Updated and Approved)
❑ Section VI. 2 Response Action Plan
❑ Section VI.4 Contingency Plan
❑ Section VL6 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 Roxboro
2. Facility Information: Name: City of Roxboro Collection System Permit No.: WQCS0000048
3. Applicant type: ® Municipal ❑ State ❑ Privately-Owned Public Utility
❑ County ❑ Other:
4. Signature authority's name: Kenneth C.Griffin, PE per 15A NCAC 02T.0106(b)
Title: Director of Public Services
5. Applicant's mailing address: PO Box 128
City: Roxboro State: NC Zip:27573-
6. Applicant's contact information:
Phone number: [phone] Fax number: (336)-599-3774 Email address: [e-mail]
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name: Kenneth C. Griffin, PE
2. Title/Affiliation: Director of Public Services
3. Contact's mailing address: PO Box 128
4. City: Roxboro State: NC Zip: 27573-
5. Contact's information:
Phone number: [phone] Fax number: [phone] Email address: kgriffinAcityofroxboro.com
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑New ® Renewal
2. County System is located in: Person County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s): City of Roxboro Wastewater Treatment Facility
4. WWTF Permit Number(s): NC0021024
5. What is the wastewater type? 63.6%Domestic
or 36.4% Industrial(See 15A NCAC 02T.0103(20))
Is there a Pretreatment Program in effect? ® Yes or❑No
6. Wastewater flow: 2.06 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 2.06 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or® Representative Data
9. Population served by the collection system: 14,766
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 93.75(miles)
Force Main 6.25 (miles)
Vacuum Sewer (miles)
Pressure Sewer (miles)
APPLICATION CSA 04-16 Page 3 of 5

2. Pump Stations for Collection System:
Pump Station Type Number
Simplex Pump Stations(Serving Single Building) 0
Simplex Pump Stations(Serving Multiple Buildings) 0
Duplex Pump Stations 12
3. Submit a list of all major(i.e.not simplex pump station serving a single family home)pump stations. Include the following
information: Attached
➢ Pump Station Name
➢ Physical Location
D. Alarm Type(i.e. audible,visual,telemetry, SCADA)
➢ Pump Reliability(Can convey peak hourly wastewater flow with largest single pump out of service)
D. 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. Attached
➢ 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.
City of Roxboro Public Utilities Department
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Donald W.Ashley Certification Number: 989600
Back-Up ORC Name: Ricky E. Kendrick Certification Number: 25653
See the"WQCS Contacts and ORC Report"for a current listing of the ORC(s)the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: $2,188,796
4. Submit a copy of your current annual budget. Attached
5. Approximate capital improvement budge for the collection system only: $$39,670,000
6. Submit a copy of your current capital improvement plan. Attached
7. Is this collection system currently a satellite system ❑ Yes or❑No
8. Do any satellite systems discharge to this collection system ❑ Yes or® No(If yes complete table below)
Satellite System Contact Information(Name, Address, Phone Number)
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD(Average daily flow)
9. List any agreements or ordinances currently in place to address flows from satellite systems:
APPLICATION CSA 04-16 Page 4 of 5

VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place ® 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.
1(6)—Three to five year current Capital Improvement Plan. ® Yes ❑No 12— 18 mo.
I(8)—Pump station contingency plan ®Yes ❑No 3 mo.
1(9)—Pump station identification signs. ®Yes ❑No 3 mo.
1(11)—Functional and conspicuous audible and visual alarms. ®Yes ❑No 3—6 mo.
II(5)—Spare pumps for any station where one pump cannot
handle peak flows alone(in a duplex station,the 2nd pump is ® Yes ❑No 6—9 mo.
the spare if pump reliability is met).
II(7)—Accessible right-of-ways and easements. Yes ❑No 6— 12 mo.
II(9)—Response action plan with Items 9(a—h). ®Yes ❑No 3 mo.
III(3)—Comprehensive collection system map /Z/ Yes ❑No 10%per year
For conditions not listed,compliance dates are not typically offered. List any permit conditions that may be difficult for the
applicant to meet(attach clarification if needed):
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T.0106(b):
I, Kenneth C.Griffin, PE, Director of Public Services attest that this application for City of Roxboro
(Signature Authority's Name&Title from Item 1.4) (Facility name from Item 1.1)
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
$10,000 as well as civil penalties up to$ 5,000 per violation.
Signature: e• Date: 8ill0 o2D.,23
APPLICATION CSA 04-16 Page 5 of 5

Section IV. 3
Pump Station
List

Emergency Lift Station Contingency Plans
City of Roxboro, North Carolina
Lift Stations Master List
1 49(Hwy.49 south) 362 Burlington Rd(Hwy 49 S) Complete
2 Brooks 1259 Hurdle Mills Rd Complete
3 Arrowwood 405 North Park Dr Complete
4 Duncan 1324 Billy Hicks Rd Complete
5 Southside 357 Patterson Dr Complete
6 Crown Craft Crown Blvd Complete
7 GKN 6150 Durham Rd Complete
8 Cedar Ridge 333 Laura Ln Complete
9 Williams Rd 787 Doctors Ct Complete
10 Helena 400 Parsonage Rd Complete
11 Stories Creek 133 Stories Creek Rd Complete
12 Satterfield Farms 582 Crowfield St 6on1e47

Section IV.4
High PriorityLines
List

"Attachment A for Condition V (4)"
All are aerial creek crossings
1) Broad St. & Burch Ave.
2) Bywood Drive
3) C&A Warehouse off 49 North
4) China Buffet 813 N. Madison
5) Charles Circle 2 crossings
6) Chublake St. & W. Gordon St.
7) 2 crossings on main line of Piedmont Community College
8) 2 crossings on main line at end of Chestnut St.
9) N.C. License Plate Agency 811 N. Madison Blvd.
10) 2 crossings at bridge on Depot St.
11) Family Dollar 739 N. Madison Blvd.
12) Gentry's Fine Jewelry 817 N. Madison Blvd.
13) End of Garret St.
14) McDonald's 737 N. Madison Blvd.
15) N. Park Drive & US 501 North
16) Roxboro Trading Post 101 Virgilina Rd.
17) Roses 1029 N. Madison Blvd.
18) Planters Warehouse 1230 N. Main St.
19) Wachovia Bank 515 N. Madison Blvd.
20) Walker St. at culvert
21) Reams Ave. & Chublake St.
22) Crossing at end of Academy St.
23) Old Womack Building on N. Madison
24) Wendy's 735 N. Madison Blvd.
25) Walker's Insurance 801 N. Madison Blvd.
26) 319 Ivey St.
27) 314 Jones St.
28) 312 Jones St.
29) 310 Jones St.
30) 306 Jones St.
31) 418 West Morehead St.
32) 1510 North Main St.
33) 206 North Foushee St.
34) 310 East Morehead St.
35) Dolly St. Apartments

Section V.4
Annual Budget for
Collection System

20232024budgetfirstdraft Budget 5/8/2023
City of Roxboro,
Proposed Annual ud et Ordinance - __ .._.._._ _-._.--
Projected Revenues and Expenditures
For the Fiscal Year Ending June 30,2024
f t + Current Year Budget for FYE June 30,2024
4 30-Jun-23
30-Jun-24 0 J 2
I _ � 3
Year Projected Estimated or Amounts Adjustments Budget
Fund Dept Actual Totals to . . . Requested Recommended Increase Approved By
Account Name $ Number 30-Jun-22 Budget 30-Jun-23 Amounts ByManager
g (Decrease) CityCouncil
1
Expenditures:
r I.
-. - _
Water&Sewer Fund:
-
'Administration _ - -
I j Billing and Collections ( 7111 t $173,581 $ 142,686 $ 118,326 53 $ $ 131 563 $ $ 131 563
Sales Tax I 6060 - -
-------- --'Total
Administration I 173 580.73 142,686 118,326 53 - 131,563 131,563
Wat
er and Sewer Lines
IPu ter Section 7112 Stations 7118 $327,733 219,548 319,137 16 323,189 323,189
I
Water Line Maintenance 71211 $680,174 369,869 327,733.45 - 348,487 348,487
Pump
f_ ..._-ne682,378 530,181.98 657 265 657,265 657,265
,Sewer Line Maintenance 7131 $609,666 501,573 609,666.17 715,909 715,909 715,909
� ._
Total Water and Sewer Lines 1,936 710.84 1,773,368 1,786,718.76 1,373 174 2,044 851 2,044,851
I.
Water Supply and Treatment ;
Raw Water Supply 7114 $122 103 136,964 115,722 04 146,610 146,610 146,610
Water Treatment Plant 7120 $0 1,474,101 1,676,450.70 1,144,006 2,175,716 - 2,175,716
Waste Water Treatment Plant II 7132 $474,220 176,870 163,619 11 117 111.01 187,958 187,958
_ _-- - . _
i [Total Water Supply and Treatment I 596,323.60 1,787,935 1,955,791.85 1 1,290,616 2,510,284 i - i 2,510,284
.,___)
c_
$� l

Section V. 6
Capital Improvement Plan

IS 0 tip
At: ---- � �a to
L. •
, OXBORo
OgTH CAROL i
141
2017-2036
Capital Improvement Plan
November 11,2016
L'\BELL'\ Engineering
Architecture
Environmental
Associates,P.C. Planning
1520 South Boulevard • Suite 210 • Charlotte NC 28203
©2016 LaBella Associates,PC

Table of Contents
Section 1. Introduction 1
Service Area 1
Section 2. Population, Demographics,and Demands 3
Historical Water Consumption 4
Demand Projections 5
Section 3. Description of Existing Facilities 7
Water Supply,Treatment and Distribution System 7
Wastewater Collection and Treatment System 13
Section 4. Adequacy and Condition of Existing Facilities 17
Water Supply,Treatment and Distribution System 17
Wastewater Collection and Treatment System 21
Section 5. Capital Improvement Plan 23

Section 1. Introduction
The City's most recent water and wastewater Capital Improvement Plan (CIP) was developed by
LaBella (as Pease Associates) in 2005, and addressed anticipated CIP needs thru 2026. The national
and regional economic growth rates were quite high at the time and the resulting anticipated
growth in population and infrastructure demands were commensurately elevated.
In 2016, national and regional growth rates have declined significantly. The demands on the City's
water and wastewater infrastructure have fallen since 2005 in large part due to the exodus of
industries that accounted for 30% or more of those demands. Expectations of future growth are
also significantly lower. Growth-related pressures to expand or improve infrastructure are therefore
largely absent, and aging infrastructure now represents the greatest influence on CIP needs.
This current CIP addresses needs through the planning horizon of 2036 (20 years), but requirements
beyond a 5-year or 10-year horizon could ultimately be significantly different than predicted as a
result of variables including:
• Regulatory changes
• Unforeseen growth rates
• Connection of a significant industrial customer
• The rise of new reliability or serviceability issues
Additional infrastructure requirements to address such variables are not included in this CIP.
Service Area
The City of Roxboro incorporates approximately 6.3 square miles of land area within Person County
in the north central portion of the State of North Carolina. The City is located near the geographic
center of Person County, and is approximately 30 miles north of the City of Durham and adjacent to
Research Triangle Park. According to Person County GIS data, approximately 56%of the land within
City limits is zoned for residential uses (R-1, R-2, and R-5), approximately 21% is zoned for commer-
cial uses (B-1 thru B-5), and approximately 18% is zoned for industrial uses (I-1 and 1-2), with the
remaining approximately 5% of lands within the City limits being public rights-of-way. Highway 501
is the main north-south transportation corridor through Roxboro and the County, extending from
the Durham County line to the Virginia State line. Highway 501 is currently a four-lane divided
Roxboro CIP 2017-2036 FINAL.docx Page 1 of 40

Introduction Roxboro CIP 2017-2036
highway south of Roxboro, and a current widening of 501 north of the City to Jesse Banks Road is
anticipated to be complete by the end of 2016. Long-term, the widening is planned to eventually
extend north to the Virginia State line.
In the late 1990's the City of Roxboro and Person County forged an agreement on service to the
community. The agreements provide for the City of Roxboro to operate and maintain water and
wastewater facilities within Person County, and this action opened up a large service area, allowing
the City of Roxboro and Person County to work together and prevent duplication of services to the
customers of the region. The agreement remains in effect today and consequently, existing and
potential service by the City's water and wastewater systems to areas outside the City limits should
be considered. However, growth potential in the County is expected to remain minimal as well and
significant additional infrastructure needs are largely speculative.
Page 2 of 40 Roxboro OP2017-2036F1NAL.docx

Section 2. Population, Demographics, and Demands
Historical Population since 2000 is given in Table 2-1. Population in Roxboro has decreased since
2000, and population growth in Person County has been much lower than was previously predicted.
Table 2-1
US Census Bureau Historical Population
Statistics& Estimates
(from census.gov)
Year Roxboro Person Co
2000 8,709 35,746
2001 8,676 35,901
2002 8,736 36,384
2003 8,713 36,532
2004 8,674 36,627
2005 8,690 36,963
2006 8,663 37,077
2007 8,662 37,298
2008 8,668 37,501
2009 8,681 37,667
2010 8,348 39,429
2011 8,373 39,525
2012 8,306 39,179
2013 8,325 39,248
2014 8,304 39,132
Census data is not available for 2015 as of the writing of this Plan, but the North Carolina Office of
State Budget and Management (OSBM) released county population projections in April 2015 for
2015 through the next 20 years (until 2035), and these projections are provided in Table 2-2 below
for Person County.
Table 2-2
County Population Projections
(from NC OSMB)
Year Person Co
2015 39,428
2020 39,588
2025 39,804
2030 39,950
2035 40,071
Roxboro C1P2017-2036FINAL.docx Page 3 of 40

Population, Demographics,and Demands Roxboro CIP 2017-2036
The 20-year increase represented by the OSMB projections amounts to 0.08% annual growth, or
essentially flat. A reasonable assumption can be made that no significant population increase is
anticipated within the City of Roxboro in the foreseeable future.
Historical Water Consumption
The City of Roxboro provides water and sewer service to residents and other customer types within
the City of Roxboro and to a number of customers outside the City limits within Person County.
Water usage has declined dramatically over the period of the "Great Recession", owing primarily to
the area's loss of a number of significant industrial users. Table 2-3 identifies annual total water
sales values for 8 of the 12 years from 2004 to 2015.
Table 2-3
Total Water Sales
(FYs from 2010 COS Study;CYs from Exhibit 1-a)
Period Avg Day Demand (MGD)
FY 2004 1.914
FY 2005 1.892
FY 2006 1.865
FY 2007 1.578
FY 2008 1.509
FY 2009 1.337
CY 2014 1.371
CY 2015 1.470
As recently as 2015, the City was also using a significant amount of finished water to flush the
distribution system to maintain disinfection residual at the system's furthest extents. The data in
Table 2-3 above, combined with WTP records suggests that approximately 1.0 MGD has typically
been used for this purpose. While disinfection residual could be positively impacted by the
improved water treatment resulting from the recently installed MIEX® pretreatment system, the
City does not report any significant reduction in flushing operations as of the date of this Plan.
Therefore, total WTP demand is currently estimated at approximately 2.4 to 2.5 MGD.
Page 4 of 40 Roxboro CIP 2017-2036FINAL.docx

Roxboro CIP 2017-2036 Population, Demographics, and Demands
Demand Projections
The conclusion drawn from the combination of recent trends in water demands and population
projections is that no significant growth is anticipated as a result of normal growth patterns.
Average day demands driven by population (which include residential and office/commercial uses)
are anticipated to remain in the 1.5 MGD range for the foreseeable future. If flushing continues as it
has historically, an additional 1.0 MGD is expected to be used for this purpose.
Dry weather wastewater flows are only slightly higher than average water demands, suggesting that
dry weather infiltration and inflow (I&I) is relatively low. These flows could be expected to track
proportionately with water demands, assuming the City continues monitoring and mitigating gravity
sewer condition issues to stay ahead of potential l&I increases.
One potential driver for demand growth is the return of a significant industry. The City and Person
County are actively seeking potential industries to locate within the County, and some previously
entertained candidates suggested they may demand up to several million gallons of water per day.
However,there are no immediate prospects.
Roxboro CIP 2017-2036 FINAL.docx Page 5 of 40

Population, Demographics, and Demands Roxboro CIP 2017-2036
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Page 6 of 40 Roxboro CIP 2017-2036 FINAL.docx

Section 3. Description of Existing Facilities
Wafer Supply, Treatment and Distribution System
Water Supply
The City of Roxboro currently receives its water from two impoundments west of the City — Lake
Isaac Walton (City Lake) and Lake Roxboro. City Lake was built in the 1920's and expanded to its
present size in 1955. This lake impounds water from Satterfield Creek and Storys Creek and has a
drainage basin area of approximately 10.1 square miles. The safe yield capacity of this lake is 3.2
mgd. In 1978, the City constructed Lake Roxboro, which impounds water from the South Hyco
Creek and has a drainage basin area of approximately 23.2 square miles. The safe yield for this lake
is 7.8 mgd. The combined total safe yield from both lakes is 11.0 mgd.
Figure 3.1—Roxboro Water Supply System
2 �
City t
Lake
WTP
Hyco Pump
Station
/// Discharge to
Satterfield
•
Creek
Lake City
Roxboro Limits
Roxboro CIP2017-2036 FINAL.docx Page 7 of 40

Description of Existing Facilities Roxboro CIP 2017-2036
Typically, City Lake is able to meet all
of Roxboro's raw water demands.
Lake Roxboro has not been used for
water supply in the last 3-4 years,
and its last significant use was in
2008. However, if the demand for ..
raw water exceeds the safe yield of
City Lake, water from Lake Roxboro
is released downstream to South Figure 3.2—Lake Roxboro&Outlet Structure
Hyco Creek.
When Lake Roxboro supply is
needed, the Hyco Pump Station
(located along Highway 158) draws _1 r`
the released supply from South Hyco — jjj
Creek at a diversion dam and —
transports raw water through a 24-
inch raw water main to Satterfield -
Iry
Creek. Raw water then flows by
gravity down Satterfield Creek to City
Lake.
Figure 3.3—Hyco Pump Station
Water is pumped from City Lake to
the Water Treatment Plant by the Ix,
City Lake pump station that was built
in 1965. The original City Lake pump
station (built in 1920) remains and • •
�►�
could be used in an emergency. limmemomesso
•
iV
Figure 3.4—City Lake Pump Station
Page 8 of 40 Roxboro CIP 2017-2036 FINAL.docx

Roxboro CIP 2017-2036 Description of Existing Facilities
The three raw water pump stations that deliver water to the Water Treatment Plant are briefly
described as follows:
Table 3-1
Raw Water Pump Stations
Hyco Pump Station (1978—South Hyco Creek to Satterfield Creek)
Pump No. 1 4,200 GPM at 300'TDH
Pump No. 2 4,200 GPM at 300'TDH
Lake Isaac Walton Pump Station (1920—City Lake to WTP)*
Pump No. 1 (560V Electric) 2,000 GPM at 295'TDH
Pump No. 2 (Diesel) 2,100 GPM at 295'TDH
City Lake Pump Station (1965—City Lake to WTP)
Pump No. 1 3,100 GPM at 300'TDH
Pump No. 2 3,100 GPM at 300'TDH
T H
*The City reports that the 1920 Diesel pump is not routinely exercised but is believed to be fully
operable,and that the cost of maintaining power service to the 560V electric pump significantly
outweighs the benefits of having it available as an additional backup.
Water Treatment
The City's current Water Treatment Plant (WTP) was constructed in 1952. The WTP had an initial
treatment capacity of approximately 2.67 MGD. Upgrades performed in 1963 increased the
capacity to 4.0 MGD, and flocculation basins were added in 1978. Modifications to the filtration
rate in 1978 expanded the facility's capacity to its current 8.0 MGD. To improve treatment perfor-
mance relative to the formation of disinfection byproducts, the City installed a raw water
pretreatment ion exchange process (MIEX®) in 2015. Equipment was installed to treat one-half of
the capacity of the WTP, but underlying structures were built to accommodate eventual installation
of equipment for the second half. The WTP remains permitted to treat a total of 8.0 mgd.
Roxboro CIP 2017-2036 FINAL.docx Page 9 of 40

Description of Existing Facilities Roxboro CIP 2017-2036
Iw5 s;r,
S ,
Figure 3.5—Roxboro Water Treatment Plant
a I
1--- -------- ' '--- 1 ''4= '
...
, _ _ •
.‘
11 "j 1 0
I
Zr _ l'—
IA
. . K4i '.-Z .' �s::[.0rX►T *ttSBYgta6Sir:-,
Figure 3.6—MIEX®Pretreatment Facility
Page 10 of 40 Roxboro CIP 2017-2036 FINAL.docx

Roxboro CIP 2017-2036 Description of Existing Facilities
Distribution System
GIS data provided by the City indicates a total existing distribution system pipe length of approxi-
mately 693,000 linear feet (131 miles) of pipe, ranging in size from 2-inch diameter to 16-inch
diameter, distributed as indicated in Table 3-2 below. Pipe types include cast iron, ductile iron,
copper, steel, polyvinyl chloride (PVC), and galvanized iron. Water mains larger than 6 inches in
diameter are typically cast or ductile iron. The earliest records of the system indicate that piping as
large as 8 inches in diameter was installed as early as 1900. Exhibit 1 illustrates the existing water
distribution system.
Table 3-2
Waterline Distribution by Diameter
(from Roxboro GIS)
Diameter Total Linear Feet %of Total
2 70,611 10%
3 3,032 0.4%
4 3,262 0.5%
6 281,591 41%
8 111,699 16%
10 1,150 0.2%
12 136,800 20%
16 85,278 12%
Total in GIS 693,423 (131 mi) 100%
The distribution system is divided into two pressure zones. The northern zone is supplied directly by
the two 1.5-million gallon clearwells at the WTP (with no additional pumping), and serves customers
at ground elevations between approximately 700 and 450 feet above mean sea level, with
supply-side pressures ranging from approximately 20 pounds per square inch (psi) to 125 psi. (City
ordinance requires every customer to install a pressure reducing valve on their service.) The first
clearwell was constructed with the WTP in 1952. The second 1.5 million gallon clearwell was added
in 1996.
Roxboro CIP 2017-2036 FINAL.docx Page 11 of 40

Description of Existing Facilities Roxboro CIP 2017-2036
.. ., _ The southern zone is supplied by the
t
High Service Pumps at the WTP
(which are the only pumps in the
1l
finished water system), and serves
customers at ground elevations
_ between approximately 885 and 450
feet above mean sea level, with
supply-side static pressures ranging
from approximately 20 to 175 psi.
Figure 3.7—Dual 1.5-Million-Gallon WTP Clearwells
• Currently all pump operation is
I manual, with a 60 horsepower pump
generally running continuously, a 100
_ horsepower pump being operated
;,_ daily to fill the tank, and a 200
••. ,!-' horsepowerpump used only inter-
,..
-- mittently as needed to meet very
high demands or when another
pump is out of service.
Figure 3.8—WTP High Service Pumps
x - The City's sole distribution system
'r •�, .;; storage reservoir, a two-million
ii {Y y♦ - gallon steel ground level tank
- -. constructed in 1963 and located on
Hill Street, floats on system
J
a� at
-eat• ,::, pressures in the southern zone. The
•t High Service Pumps are operated
based on level in this tank.
Figure 3.9—Hill Street 2-Million-Gallon Reservoir
Page 12 of 40 Roxboro CIP 2017-2036 FINAL.docx

Roxboro CIP 2017-2036 Description of Existing Facilities
Wastewater Collection and Treatment System
Wastewater Collection System
The City's collection system consists of approximately 87 miles of gravity mains, eleven lift stations
and 16 miles of force mains. The primary outfall for the system consists of a series of 36-inch,
30-inch and 24-inch diameter gravity mains which extend from the WWTP to Highway 501 north of
Memorial Drive, in alignment approximately parallel with Marlowe Creek. South of Memorial Drive,
this Marlowe Creek outfall becomes 15-inch diameter extending south until just north of Highway
49, where the primary outfall branches into two smaller outfalls. The first, continuing along
Marlowe Creek, includes a series of 15-inch and smaller diameter gravity mains extending to U.S.
Highway 158 East on the southern side of the City. This outfall is the primary collector for the sewer
system east of Main Street. The second outfall, referred to as the Tanyard Branch Outfall, includes a
series of 12-inch and smaller diameter gravity mains extending to U.S. Highway 158 West. This
outfall follows Tanyard Branch and is the primary collector for the sewer system west of Main
Street. Exhibit 2 illustrates the existing wastewater collection system.
The City's eleven wastewater pump
stations are listed in Table 3-3 and shown
in Exhibit 2. Most contain duplex sub-
' • mersible pumps but the pumps at the
%�� Duncan Pump Station were replaced in
} 2013 with vacuum-primed end-suction
centrifugal pumps. Several stations were
built to accommodate significant
- — industrial flows and now only receive
Figure 3.10—Southside Pump Station
minimal domestic and/or light commer-
cial flows. None of the City's stations are considered to be operating above their able capacity.
Three of the largest pump stations —Southside, Crown Crafts, and Duncan — pump into a common
force main. Despite the capacity limitations imposed by this configuration, the City reports that the
downstream gravity sewers are still the capacity-limiting factor for these stations.
Roxboro OP2017-2036 FINAL.docx Page 13 of 40

Description of Existing Facilities Roxboro CIP 2017-2036
pr 4
4 It:. r4 -
w
g�
''+r
h 1rs
. ..-.-..
1 19 �.
X
.}
Figure 3.11—Crown Crafts Pump Station
i � g
I
1
p ,
—Duncan Pump
3.12 u Station
/I / • fl
•
Figure 3.13—Cedar Ridge Pump Station
Page 14 of 40 Roxboro CIP 2017-2036 FINAL.docx

Roxboro CIP 2017-2036 Description of Existing Facilities
1 • 1
1441/4- i
.
i
Figure 3.14—Williams Road Pump Station
Table 3-3
Roxboro Wastewater Pumping Stations
Station Name Approximate Capacity*
49
Brooks 300 gpm
North Park
Duncan 800 gpm
Southside
Crown Crafts 1000 gpm
GKN 200 gpm
Cedar Ridge 200 gpm
Williams Road 250 gpm
Helena 350 gpm
Storys Creek 300 gpm
*Capacity information(where given)is from the Emergency
Lift Station Contingency Plan,prepared by Godwin Pumps.
The Williams Road pump station was not originally expected to receive the significant volume of
flows that it currently receives. A larger wetwell (yet still insufficient for flows currently received)
was installed by City staff in 1999, but alarm conditions that occur at this station are still rapidly
attended to by City maintenance staff, and the City keeps pump spares on hand in order to prevent
overflows.
Roxboro CIP 2017-2036 FINAL.docx Page 15 of 40

Description of Existing Facilities Roxboro CIP 2017-2036
The Brooks pump station is old and at capacity, but a gravity bypass was installed which allows some
or all of the flows to this station to flow to Southside pump station as needed, which has allowed the
flows to Brooks to be conveyed reliably.
Wastewater Treatment
The City's current Wastewater Treatment Plant (WWTP) was constructed in 1963 as a 5.0 MGD
facility. Upgrades in 1983 added a third clarifier, effluent disinfection, and a digester. No major
process upgrades have been implemented since 1983,though septic receiving, dechlorination, and a
sludge dewatering facility have all been added. The current WWTP is a dual-train extended aeration
treatment facility consisting of two mechanical bar screens, two grit chambers, dual 2.5 mgd
aeration basins, three clarifiers, dual chlorine contact chambers, a dual-train aerobic digester, and a
sludge dewatering centrifuge. The WWTP is operated under NPDES Permit No. NC0021024 with a
design capacity of 5.0 MGD. The WWTP discharges into Marlowe Creek in the Roanoke River Basin,
which is classified as Class C waters.
Design for an upgrade to the WWTP is currently under way in preparation for compliance with a
September 2019 lowering of permitted ammonia discharge limits. The current upgrade program
includes conversion of the existing aeration basins to equalization and construction of a new
oxidation ditch, a new digester and a new laboratory / office building. The facility's design treat-
ment capacity will remain unchanged.
IRO
.111104
e
Figure 3.15—Roxboro Wastewater Treatment Plant
Page 16 of 40 Roxboro CIP 2017-2036 FINAL docx

Section 4. Adequacy and Condition of Existing Facilities
Water Supply, Treatment and Distribution System
Water Supply
Adequacy: The combined total safe yield from the City's two lakes is reported as 11.0 mgd. Surface
water supply safe yield is typically based on a hydrological analysis taking into account a significant
historical drought period, and therefore represents a continuous sustainable yield over the long
term. A safe yield of 11.0 mgd therefore represents the average rate of demand that could be
sustainably met by the City's water supply sources. With a current average demand of
approximately 2.5 mgd and no substantial foreseeable growth anticipated, the City's raw water
sources are indefinitely sufficient.
The Hyco Pump Station pumps, which would be needed to meet the average raw water demands
should City Lake's yield become limited, are each sized to deliver over 6.0 mgd. The City Lake Pump
Station pumps, which are needed to meet the peak day raw water demands of the WTP, can each
deliver nearly 4.5 mgd. These water supply system components are also indefinitely sufficient.
Nevertheless, should water system expansion beyond that currently foreseen become necessary,
prior studies' have suggested that the Dan River would be the most viable source. The Dan River is
the only large river that flows close to Roxboro, and its closest point is approximately 15 miles from
Lake Isaac Walton in Caswell County at the Town of Milton. Mean annual flow of the River at the
Paces gage (13.5 miles downstream of Milton, based on the period of record from 1950 to 2016) is
nearly 2000 MGD, and lowest 7-day mean recorded flows at that location are still over 140 MGD.
LaBella has designed an intake structure (but not equipment) to effect a withdrawal, and the City
has obtained permits for its construction. However, unless another party (e.g., Caswell County)
drives the need for this work,the City expects that the structure design will be shelved.
'See 2006-2026 Capital Improvement Plan for City of Roxboro, dated December 21, 2005, prepared by Pease
Associates
Roxboro CIP 2017-2036 FINAL.docx Page 17 of 40

Adequacy and Condition of Existing Facilities Roxboro CIP 2017-2036
Condition: There are no known issues relating to
the reliability of the City's water supply system.
The emergency spillway at Lake Roxboro under-
went repairs in 2015 during which a limited
amount of undermining was discovered beneath
the concrete on the spillway's discharge side. The
voids created by the undermining are believed to
be a result of the deficiencies just corrected, and
the voids themselves are in process of being filled Figure 4.1—Lake Roxboro Emergency Spillway
in 2016. (repaired in 2015)
The Hyco Pump Station facility appears to be in excellent condition. After lightning destroyed the
electrical and control components in 2009, the power company feed and the electrical system were
replaced entirely.
The City Lake spillway was reconstructed in 1984 after a major storm washed it out. Although the
originally-constructed portion of City Lake (Lake Isaac Walton) is believed to have collected an
appreciable amount of sediment, supply and raw water quality have not been noticeably impacted.
There are no known reliability concerns with the City Lake reservoir.
The City Lake Pump Station structure appears to be adequate condition, needing only routine
maintenance. A generator was installed to serve the station in approximately 2004. Discharge
valves were replaced and reconfigured in 2015. The City maintains a spare pump motor on hand.
Water Treatment
Adequacy: The 8.0 MGD rated finished water production capacity of the City's WTP is more than
adequate to meet existing and foreseeable finished water demands. The City's Water Distribution
System Study (LaBella, dated March 25, 2016) identified an average-day-based domestic treatment
supply excess capacity of approximately 1.95 mgd, which would represent an approximate 130%
increase over current demands. Given no significant foreseeable growth in demands,this capacity is
indefinitely sufficient.
Page 18 of 40 Roxboro CIP 2017-2036 FINAL.docx

Roxboro CIP 2017-2036 Adequacy and Condition of Existing Facilities
The MIEX® system, though currently installed for only 4.0 mgd, could be operated in a sidestream
pretreatment mode,and this sidestream blended in with higher flows up to the WTP's full capacity.
Office and administrative space at the WTP consists of an approximately 650 square foot leased
trailer. Maintenance shop space is limited, since the on-site operator's residence once used for that
purpose has become unusable.
The solids handling system consists of a set of four earthen-bottom drying beds and a small settling
lagoon. This lagoon in particular was pieced together by City staff over the life of the facility and is
both limited in its function and lacking in structural integrity. System limitations have led to
discharge violations in the past, though the small amount of solids currently produced at the WTP
do not stress its capacity. At finished water production rates nearer the facility's capacity this
system's capacity would likely become a significant point of concern.
Condition: The pretreatment system is essentially new. Nearly all of the remaining WTP structures
are over 50 years old, and well more than half are nearly 65 years old. Continued maintenance and
replacement of equipment, and patching of cracks and leaks in tanks allows the City to continue
reliably producing the needed drinking water supplies, but many of these structures have reached or
exceeded their generally-accepted normal useful lives. The City estimates upwards of $300,000 of
maintenance and repairs to the facility are needed annually.
The laboratory (one of the 65-year
old components of the facility) is -
I III;
cramped, given the significantly 11.11
greater volume of testing required 1 Ij-.
f._
today versus that originally antici- .
pated. -*to
The leased office trailer was original- �f I
ly intended as a temporary solution •
but has now been in place for
approximately 15 years. While still
functional, issues such as roof leaks Figure 4.2—Water Treatment Plant Laboratory
are common.
Roxboro CIP 2017-2036 FINAL.docx Page 19 of 40

Adequacy and Condition of Existing Facilities Roxboro OP 2017-2036
Wet weather limits the drying beds'
ability to successfully dewater the
II, solids produced at the WTP.
: the lagoon banks (much
- Concrete on ag
of which was installed with no
structural design) has significantly
deteriorated. Approximately
one-half of the lagoon is entirely
k 5. earthen (no concrete), leaving banks
in this area susceptible to erosion
' " "` and increasing maintenance.
Figure 4.3—Water Treatment Plant Solids Settling Lagoon
Distribution System
Adequacy: Distribution storage, consisting of 3.0 million gallons of clearwells at the WTP and the
water
ismore than sufficient for the 1.5 2.5 mgd finished to
2.0 million gallon Hill Street tank, o e
g
demands currently experienced.
As part of the City's Water Distribution System Study, LaBella developed a water distribution system
model based on GIS data. That model yielded no concerns relating to sufficiency of the existing
distribution system to meet the demands currently exerted on it. However as part of that study, no
field testing or fireflow simulations were performed, which could identify particular areas of
concern.
Condition: The WTP clearwells and the Hill Street tank are inspected and maintained under an
annual contract. The City reports that annual service has kept the clearwells in good condition and
that issues such as concrete spalling are adequately addressed by the annual service. The Hill Street
tank exterior coatings were applied approximately 2 years ago and appear in good condition, and
the City anticipates an interior recoating to occur in the next one or two annual maintenance cycles.
Aside from routine maintenance and normal repairs, the City indicates no widespread concerns
related to distribution system linework. In some of the oldest areas of the system, tuberculation is
Page 20 of 40 Roxboro CIP2017-2036 FINAL.docx

Roxboro CIP 2017-2036 Adequacy and Condition of Existing Facilities
believed to have restricted flow capacity but additional study including field hydrant testing is
needed to define the extent of the restrictions.
Wastewater Collection and Treatment System
Wastewater Collection System
Adequacy: The City's gravity sewer system demonstrates no significant capacity limitations in
serving dry weather demands currently placed on it. Though the ability to accommodate future
growth is limited by the capacity of the existing Tanyard Branch Outfall, no such growth is currently
anticipated in the near term.
The City's existing wastewater pump stations all adequately serve the demands currently placed on
them. Though limited, capacity of the Williams Road pump station remains sufficient particularly
given the City's attentiveness to operational issues that arise there. However, the potential for
overflows at this station is high and any increase in demands would necessitate a capacity upgrade.
The Route 49 Pump Station is also near capacity and will need an upgrade to accommodate any
increase in demands. However, expansion of this station is currently precluded by the capacity
limitations of the existing Tanyard Branch Outfall.
Condition: Inflow and infiltration AI) continues to be a significant issue in the collection system, as
evidenced by wet weather flows received at the WWTP and stormwater-driven overflows that occur
in the collection system. Max day flows at the WWTP occasionally exceed four times average as a
result of any significant wet weather event, and hourly peaks have approached or exceeded three
times the WWTP's design capacity. Nevertheless, the City has made significant progress in
addressing I&I concerns over the last decade, having commissioned a study and implemented many
of its recommendations which prioritized areas for rehabilitation. After a few recent years of less of
this work having been performed,the City is currently renewing efforts to mitigate I&I.
The City's pump stations reportedly operate reliably without excessive maintenance. However, the
City wishes to eliminate the Cedar-Ridge pump station since only a short length of gravity sewer
would be required to do so, thereby eliminating nearly all maintenance and risk associated with this
station.
Roxboro CIP 2017-2036 F1NAL.docx Page 21 of 40

Adequacy and Condition of Existing Facilities Roxboro CIP 2017-2036
Wastewater Treatment
The City's WWTP continues to be operated to effectively meet current effluent limits, but permit
limits that are forthcoming in 2019 are requiring the implementation of an upgrade which is antici-
pated to go to construction in the Fall of 2016. The upgrade will address many of the existing
condition issues at the WWTP, including:
• Deterioration of some structural components of the existing aeration basins
• Aging pumping systems in the return and waste activated sludge pump stations
• Concrete deterioration on the existing aerobic digester
• An aging and insufficiently-sized existing laboratory/office facility
Due to collection system inflow and infiltration during storm events, the WWTP also experiences
flows exceeding 250% of its design capacity. Operators have generally been able to maintain
operation to meet effluent limits, but the upgrade will ensure this ability by converting the existing
aeration basins to influent equalization volume.
Page 22 of 40 Roxboro CIP 2017-2036 FINAL.docx

Section 5. Improvement
Capital Plan
Twenty-eight projects were identified in the 2005 CIP, half of which have either already been
completed (10 of them) or removed from the CIP because they are no longer anticipated (4 of
them). Four more are included in the current design of the WWTP Upgrade project (which is
included in this CIP as CIP #WWTP-1), construction of which is anticipated to be completed before
the fall of 2019. Ten of the 2005 CIP projects remain to be completed, and these are identified
below.
• (CIP#RAW-1) Lake Dredging
• (CIP#RAW-2) Dan River Raw Water Supply
• (CIP#RAW-3)Variable Speed Motors on Raw Water Pumps
• (CIP#WTP-1)Sludge Dewatering Facility
• (CIP#WTP-2) Lab and Office space
• (CIP#COLL-1)Sanitary Sewer Evaluation Study(SSES) Rehabilitations
• (CIP#COLL-2)Western Interceptor
• (CIP#COLL-3) Memorial Drive Pump Station and Interceptor(Western Regional System)
• (CIP#COLL-4) Brooks Pump Station
• (CIP#WWTP-2) Replacement Screen
City maintenance staff identified another seven projects based on operating experience and
maintenance history. Three of these (sewers along Foushee St, Marlowe Creek Outfall (NC 158 to
N Main St), and Gentry St / Main St) are considered part of the needed SSES Rehabilitations (CIP
#COLL-1), and a fourth (WWTP East Clarifier Repairs) is already under construction contract. The
three remaining additions by staff (WWTP Roof Repairs, Pump Station upgrade at Williams Road,
and decommissioning of the Cedar-Ridge Pump Station) are included as additional CIP projects.
In addition, LaBella is recommending planning for replacement of the aging Water Treatment Plant
process, especially since the majority of the treatment system structures will be over 75 years old
within a decade. In all, fifteen projects are identified in the CIP, summarized in Table 5-1 on the
following page and detailed thereafter.
Six of the CIP projects identified are assigned no "Date Needed". Four of these projects are
growth-driven, and as discussed in the foregoing pages, very little growth is anticipated at this time.
Roxboro OP 2017-2036 FINAL.docx Page 23 of 40

Capital Improvement Plan Roxboro CIP 2017-2036
Should different growth projections become available, revisiting of this list would be recommended
in order to identify appropriate timeframes for their implementation.
Timing of the other two projects with no "Date Needed" are anticipated to occur beyond the 2026
timeframe, or when needed based on circumstances. Lake Dredging (CIP#RAW-1) will be required
when the City identifies raw water capacity limitations due to reservoir sedimentation. Variable
Speed Motors on the Raw Water Pumps (CIP #RAW-3) may be required due to the technology
implemented when the WTP is upgraded, or if water quality produced by the existing WTP begins to
be negatively affected by the pumps'current system of operation.
Page 24 of 40 Roxboro CIP 2017-2036 FINAL.docx

Table 5-1 0
Capital Improvement Plan Summary o
CIP# Project Name Primary Project Driver Date Needed Est. Project Cost n
N
cD
NI RAW-1 Lake Dredging Routine Maintenance Unspecified $3,180,000 NJ
a 'I RAW-2 Dan River Raw Water Supply Growth Unspecified $39,200,000 0
\1 RAW-3 Variable Speed Motors on Raw Water Pumps Performance Improvements Unspecified $470,000 0
V WTP-1 Sludge Dewatering Facility Reliability Improvements 2020 $5,800,000 cn
V WTP-2 Lab and Office Space Aging Infrastructure 2017 $1,890,000
WTP-3 Plant Upgrade Aging Infrastructure 2026 $46,000,000
C'&L NI COLL-1 Sanitary Sewer Rehabilitations Aging Infrastructure Ongoing $6 0,000
�
DooOr �
C01-i-J COLL-2a Western Interceptor Growth Unspecified ,rl e
C01-4--V COLL-2b Memorial Drive Pump Station and Interceptor Growth Unspecified $3,110,000
C '4-4 COLL-3 Brooks Pump Station Upgrade Growth Unspecified $720,000
C0z-1-- COLL-4 Williams Road Pump Station Upgrade Reliability Improvements 2018 $340,000
0 04-4- COLL-S Cedar-Ridge Pump Station Abandonment Reliability Improvements 2018 $100,000
V WWTP-1 Plant Upgrade Regulatory Compliance Sept. 1,2019 $20,000,000
d WWTP-2 Replacement Screen Aging Infrastructure 2021 $230,000
WWTP-3 Control Building Roof Repair Aging Infrastructure 2017 $20,000
Note: 4 =Corry-over from 2006 CIP
COL 4 , CoLi--le MAFLovIEs MEEK INTECEPT02-Z/I 4vadonim-TioN 5 40 100 dr0 Car
C o 11_ TOTAL,
-.4 )t 670,00
)J- 6 y K6v,/er// C. g I-,r-t/12 //
DJ
v o
of <
ao ro
CD
NJCD
Ul j
O 'Y
0 j

Capital Improvement Plan Roxboro CIP 2017-2036
CIP#RAW-1
Project Name Category
Lake Dredging Raw Water Supply System
Primary Project Driver When Needed
Routine Maintenance Unspecified
Project Description
Dredging of the two ray water reservoirs(Lake Roxboro and City Lake).
Project Justification
The existing raw water storage lakes act as a reservoir to for the City's water supply. The lakes
receive raw water from creeks,which at times carry high concentrations of sediment. The raw
water reservoirs settle sediment prior to entering the water treatment plant. This sedimenta-
tion needs to be removed periodically to maintain design storage capacity.
Description Quantity Unit Cost Unit Total Cost
Mobilization 1 $30,000 Is $30,000
Barge Mount Hydraulic Method 100,000 $23 cy $2,300,000
Sedimentation Control 1 $30,000 Is $30,000
Subtotal (rounded) $2,360,000
Contingency 20% $470,000
Technical 15% $350,000
Approximate Total Estimated Project Cost $3,180,000
Page 26 of 40 Roxboro CIP 2017-2036 FINAL.docx

Roxboro CIP 2017-2036 Capital Improvement Plan
CIP#RAW-2
Project Name Category
Dan River Raw Water Supply Raw Water Supply System
Primary Project Driver When Needed
Growth Unspecified
Project Description
Construct initial Dan River Raw Water Pump Station as reflected in the regional plan.
Project Justification
Previous studies have selected a location for a future raw water withdrawal site to be on the
Dan River in the vicinity of Hwy 62. When raw water demands exceed the capacity of the City's
existing raw water supplies,or when other localities in the region require additional raw water
supply, it is anticipated that the Dan River will be used to meet those needs.
Description Quantity Unit Cost Unit Total Cost
Pump Station 1 $5,706,000 Is $5,706,000
36-inch Water Main 77,000 $255 If $19,635,000
Pretreatment Unit 1 $2,546,000 Is $2,546,000
Right of Way Acquisition 77,000 $9 If $693,000
Erosion Control 77,000 $6 If $462,000
Subtotal (rounded) $29,040,000
Contingency 20% $5,800,000
Technical 15% $4,400,000
Approximate Total Estimated Project Cost $39,200,000
Roxboro CIF 2017-2036 FINAL.docx Page 27 of 40

Capital Improvement Plan Roxboro CIP 2017-2036
CIP#RAW-3
Protect Name Category
Variable Speed Motors on Raw Water Pumps Raw Water Supply System
Primary Project Driver When Needed
Performance Improvements Unspecified
Project Description
Install variable speed drives and motors at the City Lake raw water pump station.
Project Justification
The WTP flash mix and flocculation basins receive surges from the constant speed pumps at City
Lake. The inconsistent feed of raw water complicates operation of the chemical feed systems to
the flash mixers. Variable speed pumps would adjust to water demand minimizing the fluctua-
tion in chemical feed.
Description Quantity Unit Cost Unit Total Cost
Pump Equipment 1 $46,400 ea $46,400
Variable Speed Control 1 $72,500 ea $72,500
Piping,Valves, etc. 1 $37,900 Is $37,900
Electrical 1 $53,000 Is $53,000
Equipment Installation 1 $138,000 Is $138,000
Subtotal (rounded) $347,800
Contingency 20% $70,000
Technical 15% $52,000
Approximate Total Estimated Project Cost $470,000
Page 28 of 40 Roxboro CIP 2017-2036 FINAL.docx

Roxboro CIP 2017-2036 Capital Improvement Plan
CIP#WTP-1
Project Name Category
Sludge Dewatering Facility Water Treatment Plant
Primary Project Driver When Needed
Reliability Improvements 2020
Project Description
Improvements to the existing sludge lagoon,and addition of thickening and dewatering equip-
ment to replace existing drying bed operations.
Project Justification
Wet weather prevents the drying of sludge produced at the WTP via the uncovered drying beds.
The existing lagoon is inefficiently configured and undersized for the rated capacity of the WTP,
and serves multiple purposes in addition to sludge settling which stress its capacity to serve its
primary purpose.
Description Quantity Unit Cost Unit Total Cost
Sludge Thickener w/Pump Station 1 $700,000 Is $700,000
Modifications to the Existing Lagoon 1 $475,000 Is $475,000
Sludge Loading Dock 1 $35,000 Is $35,000
Centrifuge w/Polymer Feed System 2 $426,000 ea $852,000
Metal Building for Centrifuge 1 $400,000 Is $400,000
Miscellaneous Piping, Manholes,etc. 1 $400,000 Is $400,000
Rock Excavation 1 $450,000 Is $450,000
Crushed Stone 1 $100,000 Is $100,000
Select Backfill and Grading 1 $325,000 Is $325,000
Electrical 1 $560,550 Is $560,550
Subtotal (rounded) $4,298,000
Contingency 20% $860,000
Technical 15% $640,000
Approximate Total Estimated Project Cost $5,800,000
Note: Line item cost data from Option 2 of Coulter,Jewell, Thames study provided by the City.
Roxboro CIP2017-2036 FINAL.docx Page 29 of 40

Capital Improvement Plan Roxboro CIP 2017-2036
CIP#WTP-2
Project Name Category
Lab and Office Space Water Treatment Plant
Primary Project Driver When Needed
Aging Infrastructure 2017
Project Description
Construction of a new laboratory and office building at the WTP site.
Project Justification
Permit compliance requires laboratory operators to perform significantly more testing than was
originally envisioned when the existing lab was constructed. The lab is a part of the now nearly
65-year old facility. The "temporary"office space trailer(which is leased) has been in use for 15
years or more and is deteriorating.
Description Quantity Unit Cost Unit Total Cost
Laboratory(excluding equip.) 800 $682 sf $545,600
Office 1,200 $379 sf $454,800
Electrical 2,000 $76 sf $152,000
Mechanical 2,000 $84 sf $168,000
Plumbing 2,000 $38 sf $76,000
Subtotal (rounded) $1,396,000
Contingency 20% $280,000
Technical 15% $210,000
Approximate Total Estimated Project Cost $1,890,000
Page 30 of 40 Roxboro CIP 2017-2036 FINAL.docx

Roxboro CIP 2017-2036 Capital Improvement Plan
CIP#WTP-3
Project Name Category
Plant Upgrade Water Treatment Plant
Primary Project Driver When Needed
Aging Infrastructure 2026
Project Description
Construction of a new water treatment plant process and decommissioning of major compo-
nents of the existing facility.
Project Justification
By 2026,the vast majority of the existing treatment system structures will be more than 75
years old.
Description Quantity Unit Cost Unit Total Cost
Process Replacement 8 $5,000,000 MGD $40,000,000
Subtotal $40,000,000
Technical 15% $6,000,000
Approximate Total Estimated Project Cost $46,000,000
Roxboro CIP 2017-2036 FINAL.docx Page 31 of 40

Capital Improvement Plan Roxboro CIP 2017-2036
CIP#COLL-1
Project Name Category
Sanitary Sewer Rehabilitations Wastewater Collection System
Primary Project Driver When Needed
Aging Infrastructure Ongoing
Project Description
Repair gravity sewer lines identified by HydroStructures, PA as needing repair, largely by means
of cured-in-place pipe(CIPP) lining.
Project Justification
During wet weather,the WWTP receives daily flows as high as four to five times average due to
surface water inflow and groundwater infiltration (I&I) into City sanitary sewers, and certain
segments of the gravity collection system are subject to overflow. Lining sewers to reduce I&I
prevents overflows and delays the need for capacity expansion of the WWTP. I&I flows will
increase over time unless a repair program is continued to mitigate the effects of aging of the
collection system.
Description Quantity Unit Cost Unit Total Cost
Patterson Area 1 $241,457 Is $241,457
Front Street, Morehead, Depot 1 $118,288 Is $118,288
Behind house off Old Durham Road 1 $110,700 Is $110,700
Behind High School 1 $276,888 Is $276,888
Edgar/Lake Drive Neighborhood 1 $472,160 Is $472,160
Main Street-School St to Memorial Dr 1 $76,588 Is $76,588
Leasburg Road and Long Avenue 1 $438,798 Is $438,798
Foushee Street 1 $100,000 Is $100,000
Marlowe Creek Outfall NC 158 to N Main St 1 $2,765,000 Is $2,765,000
Gentry St/Main St to Academy 1 $168,000 Is $168,000
Subtotal (rounded) $4,768,000
Contingency 20% $950,000
Technical 15% $720,000
Approximate Total Estimated Pro
ject oJect Cost $6,440,000
Note: First seven line items'cost data provided by Hydrostructures PA.
Page 32 of 40 Roxboro CIP 2017-2036 FINAL.docx

Roxboro CIP 2017-2036 Capital Improvement Plan
CIP#COLL-2a
Project Name Category
Western Interceptor Wastewater Collection System
Primary Project Driver When Needed
Growth Unspecified
Project Description
Construct initial trunk line sewers to serve the western region of service area.
Project Justification
Growth in the western portion of the service area will be limited without capacity expansion of
the trunk sewers serving this area. If growth occurs without sewer service,septic tanks and
drain fields will be constructed, which are less favorable to the environment.
Description Quantity Unit Cost Unit Total Cost
42-inch sewer 2,800 $350 If $980,000
36-inch sewer 17,500 $300 If $5,250,000
Crossings 3 $7,500 ea $22,500
Right of Way Acquisition 20,300 $15 If $304,500
Erosion Control 20,300 $5 If $101,500
Subtotal (rounded) $6,659,000
Contingency 20% $1,330,000
Technical 15% $1,000,000
Approximate Total Estimated Project Cost $8,990,000
Roxboro CIP 2017-2036 FINAL.docx Page 33 of 40

Capital Improvement Plan Roxboro CIP 2017-2036
CIP#COLL-2b
Project Name Category
Memorial Drive Pump Station and Interceptor Wastewater Collection System
(Modified Proposed Western Interceptor)
Primary Project Driver When Needed
Growth Unspecified
Project Description
Construct initial trunk line sewers to serve the modified western region service area.
Project Justification
Growth in the western portion of the service area will be limited without capacity expansion of
the trunk sewers serving this area. If growth occurs without sewer service,septic tanks and
drain fields will be constructed, which are less favorable to the environment. As an alternative
to construction of the entire Western Interceptor project,this initial installation will serve an
immediate need for a smaller area and eliminate one existing pump station located at Person
County Memorial Hospital.
Description Quantity Unit Cost Unit Total Cost
12-inch sewer 5,500 $143 If $786,500
8-inch sewer 1,500 $113 If $169,500
Manholes 25 $5,220 ea $130,500
6-inch Force Main 4,000 $45 If $180,000
Pump Station 1 $568,400 ea $568,400
Macerator 1 $139,200 ea $139,200
Sluice Gates 7 $1,200 ea $8,400
Electrical 1 $76,000 Is $76,000
Generator Set 1 $91,000 ea $91,000
Crossings 2 $23,000 ea $46,000
Right of Way Acquisition 7,000 $9 ea $63,000
Erosion Control 7,000 $6 ea $42,000
Subtotal (rounded) $2,301,000
Contingency 20% $460,000
Technical 15% $350,000
Approximate Total Estimated Project Cost $3,110,000
Page 34 of 40 Roxboro CIP2017-2036 FINAL.docx

Roxboro CIP 2017-2036 Capital Improvement Plan
CIP#COLL-3
Project Name Category
Brooks Pump Station Upgrade Wastewater Collection System
Primary Project Driver When Needed
Growth Unspecified
Project Description
Brooks Pump Station has reached its rated capacity and the end of its useful life and needs to be
upgraded.
Project Justification
The pump station receives flows over its rated capacity and it is beyond its useful life. However,
a gravity bypass to Southside Pump Station has been installed as a backup.
Description Quantity Unit Cost Unit Total Cost
Replace existing Pump Station 1 $470,000 Is $470,000
Parallel exist. 6" Force Main 1,400 $44 If $61,600
Creek Crossings 1 $3,000 ea $3,000
Subtotal (rounded) $535,000
Contingency 20% $107,000
Technical 15% $80,000
Approximate Total Estimated Project Cost $720,000
Roxboro CIP 2017-2036 FINAL.docx Page 35 of 40

Capital Improvement Plan Roxboro CIP 2017-2036
CIP#COLL-4
Project Name Category
Williams Road Pump Station Upgrade Wastewater Collection System
Primary Project Driver When Needed
Reliability Improvements 2018
Project Description
Construction of a replacement pump duplex pump station on the existing site.
Project Justification
The pump station was not originally intended to receive the flows that it now receives. Ad-hoc
upgrades have been implemented by City maintenance staff in the past, but the current installa-
tion remains marginally capable of meeting current demands.
Description Quantity Unit Cost Unit Total Cost
New Wetwell & Piping 1 $40,000 Is $40,000
Duplex Suction Lift Pumps/Building 1 $160,000 Is $160,000
Electrical/Controls 1 $40,000 Is $40,000
Bypass Pump Configuration 1 $10,000 Is $10,000
Subtotal (rounded) $250,000
Contingency 20% $50,000
Technical 15% $38,000
Approximate Total Estimated Project Cost $340,000
Page 36 of 40 Roxboro CIP2017-2036 FINAL.docx

Roxboro CIP 2017-2036 Capital Improvement Plan
CIP#COLL-5
Project Name Category
Cedar-Ridge Station Abandonment Wastewater Collection System
Primary Project Driver When Needed
Risk Elimination 2018
Project Description
Construction of 800 linear feet of small-diameter gravity sewer and abandonment of the existing
pump station.
Project Justification
Directing flows to gravity sewer instead of a pump station eliminates nearly all operational cost
and risk.
Description Quantity Unit Cost Unit Total Cost
Extend new 8-inch Gravity Sewer 800 $60 If $48,000
Abandon Existing Station 1 $10,000 Is $10,000
Restoration 1 $15,000 Is $15,000
Subtotal (rounded) $73,000
Contingency 20% $15,000
Technical 15% $11,000
Approximate Total Estimated Project Cost $100,000
Roxboro CIP 2017-2036 FINAL.docx Page 37 of 40

Capital Improvement Plan Roxboro CIP 2017-2036
CIP#WWTP-1
Project Name Category
Plant Upgrade Wastewater Treatment Plant
Primary Project Driver When Needed
Regulatory Compliance September 1, 2019
Project Description
Addition of a 5.0 MGD Oxidation Ditch, conversion of existing treatment basins to equalization,
addition of sludge digester volume, replacement of RAS/WAS pumping systems, installation of a
permanent disinfection storage facility,and construction of a new office/laboratory facility.
Project Justification
The existing treatment process is not capable of reliably meeting the more stringent effluent
permit limits for Ammonia which will become effective in 2019. Many existing processes at the
facility are over 50 years old and nearing the end of their useful lives. Sludge digester volume is
inadequate for the facility's rated capacity. "Temporary"chlorine storage facilities and the
office space trailer have been in use for 15 years or more.
Current Project Cost Estimate $20,000,000
Page 38 of 40 Roxboro CIP 2017-2036 FINAL.docx

Roxboro CIP 2017-2036 Capital Improvement Plan
CIP#WWTP-2
Project Name Category
Replacement Screen Wastewater Treatment Plant
Primary Protect Driver When Needed
Aging Infrastructure 2021
Project Description
Replacement of the remaining existing original screen in the headworks.
Project Justification
The equipment is nearing the end of its useful life.
Description Quantity Unit Cost Unit Total Cost
Screen Equipment 1 $100,000 ea $100,000
Installation 1 $68,000 LS $68,000
Subtotal (rounded) $168,000
Contingency 20% $34,000
Technical 15% $25,000
Approximate Total Estimated Project Cost $230,000
Roxboro CIP 2017-2036FINAL.docx Page 39 of 40

Capital Improvement Plan Roxboro CIP 2017-2036
CIP#WWTP-3
Project Name Category
Control Building Roof Repair Wastewater Treatment Plant
Primary Project Driver When Needed
Routine Maintenance 2017
Project Description
Repairs of the roofing system in the existing Control Building(being converted to Chlorine Room
/Storage under Plant Upgrade project CIP#WWTP-1).
Project Justification
The roof was installed in 1963 and is nearing the end of its useful life. Roof repairs are an
ongoing maintenance requirement for the City's aging buildings, and the WWTP Control Building
is next in line for repair.
Description Quantity Unit Cost Unit Total Cost
Roof Repairs 1 $16,500 ea $16,500
Subtotal (rounded) $17,000
Contingency 20% $3,000
Approximate Total Estimated Project Cost $20,000
Page 40 of 40 Roxboro CIP 2017-2036 FINAL.docx

EXHIBIT I
ROXBORO DISTRIBUTION SYSTEM
A A
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STORAGE a 6"
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SCALE:1"=2000'5
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EXHIBIT 2
ROXBORO SEWER SYSTEM
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WASTEWATER
TREATMENT PLANT
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P e s 4tri . GRAVITY SEWERS FORCE MAINS V
\ _ 1r qt. 36'PIPE 12"PIPE
.001 30"PIPE 10 PIPE —
Q r. � ' 24"PIPE —_._ 4'PIPE
Lvtl 16'PIPE SMALLER THAN 4" Q
49 o �yOR UNIDENTIFIED
PUMP STATION 15"PIPE -
12"PIPE
10'PIPE
R"PIPE
SMALLER THAN 8"
OR UNIDENTIFIED
S - j SCALE:1"=2000 S
PUMP STATION MATCHLINE ZS
acal CMFTS
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1 2 3 4 1 5 6 j 7 8 9 10 11

Section VI. 2
Response Action Plan

T
City of Roxboro Wastewater Spill Response Plan
Wastewater spill response shall be considered primary at all times. They will take
precedence over all other duties except a major water line break.
Permittee: City of Roxboro
Permit Number: WQCS00048
County: Person
This Plan and copies of State required reports shall be kept on hand by appropriate
personnel.
Incident Notification:
The City of Roxboro has several ways for being notified of a wastewater spill:
• The City's manned Clearinghouse line 336-503-5658 (M-F 7:30 AM to 5:00 PM)
• The Law Enforcement Center(LEC)(24hrs 7 days a week) 911. LEC has the point person
and worker pager numbers as well as the Public Services Director's home phone numbers.
• Calling Public Services' Director, Superintendents, and other personnel at home.
• All pump stations are checked daily seven days per week. All of the stations that are
checked have telemetry and notify the WWTP directly.
Recording Incident Start/Stop time:
For the purpose of determining the City's response time, the time should be noted when the
appropriate personnel receive information of a wastewater spill. The appropriate personnel
shall then proceed to the site of the reported spill to assess the situation. If multiple
personnel are available, one must go directly to the site, the others shall mobilize the standard
response equipment. The time that the first City employee arrives on the site shall be noted
for the length of time to respond to the call.
For the purpose of estimating the amount of spillage the time that the over flow was first
observed should be identified (Start Time). To determine this information should be gathered
from the source of the initial caller. If this information cannot be determined the time that the
appropriate City personnel were initially contacted shall be used. Once the overflow ceases,
the time should be noted (Stop Time).
Once the problem has been corrected, City personnel shall clean and disinfect the area
following recommended procedures.

City of Roxboro Wastewater Spill Response Plan
Page 2
RESPONSE PROCEDURES:
The first objective is to minimize any impact to surface waters. If a spill can be stopped at the
source within 30 minutes of the arrival of emergency equipment then the problem should be
corrected at the source. If it is anticipated that the problem will take longer than 30 minutes
then appropriate action should be taken to stop the impact of surface waters (i.e. damming or
collecting of the wastewater, calling septage haulers, etc). If the spill has reached surface
waters, the WWTP must be notified at once so that indicator tests can be conducted to
determine impact.
If the spill is less than 1,000 gallons and did not reach surface waters, then the spill shall be
recorded in the incident log book, but does not need to be reported to the state. If the spill is
over 1,000 gallons, or did reach surface waters, the appropriate State Personnel must be
notified of the spill as soon as possible by phone (see attached telephone numbers at the end
of the attached forms). The appropriate reporting form (gravity sewer or pump station) must be
completed and submitted to the state within 24 hours (see attached). All information shall be
completed on the appropriate forms.
RECOMMENDED CLEAN-UP PROCEDURES
1. Remove all debris.
2. Remove all visibly pounded wastewater.
3. Disinfect the affected area with lime (NO CHEMICAL ADDITION TO SURFACE WATERS)
4. Tape off affected area to preclude public access for at least 24 hours.
5. Reseed disturbed areas immediately to prevent erosion.
Appendix A: Response Equipment
Appendix B: Personnel Home Phone Numbers
Appendix C: State Reporting Forms

iof City Roxboro Wastewater Spill Response Plan
Page 3
Appendix A: Response Equipment
Location of all response equipment will be at the 779 Mountain Rd. unless during normal
working hours. During normal working hours, equipment will be mobilized from existing work
sites.
Vactor 2100 series vac and rodder(purchased 2007)
High pressure washer(existing before 1999)
Sewer rodder (existing before 1999)
John Deere 35 G Mini Excavator and Trailer to mobilize.
Three backhoes (oldest is a 2005)
One JCB 160 trackhoe (existing before 1999)
Assorted dump trucks (2 existing before 2015 newest purchased 2020)
Honda 3" pump (purchased 2012)
2 - 6" Mobile Godwin Dri Prime pump (purchased 2007 and 2018)
2-Honda 4" pumps (purchased fiscal year20012)
Godwin HL6 8"X6" high pressure high volume pump (purchased fiscal year1999-2000)
Mobile Kohler Power Generator(purchased 2007)
4WD Mowing Tractor with bucket and Bush Hog
Assorted stock of pipe fitting and pipe (located at 779 Mountain Rd.)
Assorted manholes

City of Roxboro Wastewater Spill Response Plan
Page 4
Appendix B CITY OF ROXBORO SPILL RESPONSE PLAN:
Personnel Home Phone Numbers
During normal work hours there will be 22 employees available for wastewater spill response.
After hours the following people will be on 24 hour call:
ORDINARY WATER LEAKS AND SEWER SPILLS
Point Person Pager 336-504-9638
Crew Worker Pager 336-504-9687
Donald Ashley — 597-5807 —Cell 336-504-9710
Ricky Kendrick —336- 504-7629 Retiring on August 23, 2023
Jake Clayton — 336-459- 7047
Jacob Rose — 336-592-1500
Ken Griffin — 919-412-3332
Mark Bosch — 336 504-6684
Dale Ball- 336-504-4326
Tim Holloway — 336-504-9684
Ted Elliott— 919-525-8177
Larry Dickerson — 919-808-9988
James Sullivan — 336-583-2608
Jacob Wesley— 336-504-9263
Jamel Turitine — 336-459-9634
Dale Neman — 919-408-1474
Greg Wagstaff— 336 459 6774
Vacant
*Four pagers are carried by two of the above mentioned employees at all times.
WASTEWATER PLANT
Derek Clayton — 336-599-8232
PUMPSTATIONS
Tim Holloway-364-3761 Cell-336-504-9684
Dale Ball-336-504-9682 or 336-504-4326
RAW WATER AND WATER PLANT
Sammy Yarborough 336-599-4906

City of Roxboro Wastewater Spill Response Plan
Page 5
Sammy Yarboro 597-5379

Section VI.4
Contingency Plan

godwin .==
a ei rn brand
300 Sigma Drive, Garner, NC 27529
Office: [phone] Fax: [phone]
www.godwinpumps.com
Emergency Lift Station Contingency Plans
City of Roxboro
Lift Stations Master List
Pump Station Address Status Comments
1 Highway 49- 362 Burlington Road Complete
2 Brooks 1259 Hurdle Mills Road Complete
3 Arrow Wood 405 North Park Drive Complete
4 Duncan 1324 Billy Hicks Road Complete
5 South Side 357 Patterson Drive Complete 1
6 Crown Crafts Crown Blvd Complete
7 GKN 6150 Durham Road Complete 1
8 Cedar Ridge 333 Laura Lane Complete
9 Williams Road 787 Doctors Court Complete 1
10 Helena 400 Parsonage Road Complete
11 Stories Creek 133 Stories Creek Road Complete
12 Satterfield Farms Harrow Terrace Complete

godwin !s:
xylem ?
300 Sigma Drive, Garner, NC 27529
Office: [phone] Fax: [phone]
www.godwinpumps.com
Emergency Lift Station Bypass Contingency Plan
Lift Station Designation: Highway 49 Pump Station
Owner: City of Roxboro
Station Address: 362 Burlington Road, Roxboro, NC 27573
Contingency Plan Completed By: Bobby Heiman
Station Design
Depth of Wet Well:
Peak Flow:
Discharge Dynamic Head:
Force Main Connection:6" Female Cam & Groove
Bypass Pump System Design
Total Suction Hose Needed: 20'
Total Discharge Hose Needed: 30'
System Total Dynamic Head (TDH):
Suction Hose Diameter:6" Heavy Duty Suction
Discharge Hose Diameter:6" Composite
Bypass Pump: CD150
Recommended Operating Speed:
Estimated Fuel Consumption:

rive �e■ ■
Garner 30o Sigma NC 27529D
Tel:[phone]
Let's Solve Water
godwin® caT
RENTAL QUOTATION
Highway 49 Temporary Bypass
ITEM QTY DESCRIPTION
A 1 Dri-Prime CD 150M Diesel Pump
• Primary Unit
• 6" 150#Flange Suction and Discharge
• John Deere 4045D Diesel Engine
• GP60 highway trailer, 60 gal fuel tank
B 2 6" x 10' Black Water Suction Hose with Godwin QD Fittings
C 3 6" X 10' Composite Hose with 150# Flange Fittings
• QD Fittings
D 1 6" Godwin QD Step Bow
E 1 6" 90 Degree Godwin QD Bend
F 1 6" Check Valve with 150# Flange
• QD Fittings
G 1 6 x 3" Gdwin Quick Disconnect Pipe with Ball Valve"
H 1 6 MCG x 6" MQD"
I 1 6 FCG x 6" FQD"
J 1 1 x 20' Leak Off Hose"
ENV 1 Environmental Fee
is pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

Garner300 SigmaNC2 Drive7629 �e m
■■■
Tel:[phone]
Let's Solve Water
godwin 0
RENTAL QUOTATION
Highway 49 Complete Pump Station
ITEM QTY DESCRIPTION
A 1 Dri-Prime CD150M Critically Silenced
• Primary Unit
• Sound Attenuated Enclosure
• 6" 150# Flange Suction and Discharge
• JCB TCAE-55 FT4 Diesel Engine
• Includes PrimeGuard Engine Controller
• Skid-mounted
B 1 Dri-Prime CD150M Diesel Pump
• Primary Unit
• 6" 150# Flange Suction and Discharge
• John Deere 4045D Diesel Engine
• GP60 highway trailer, 60 gal fuel tank
C 6 6" x 10' Black Water Suction Hose with Godwin QD Fittings
D 2 6" Suction Screen
• sewer
E 4 6" X 10' Composite Hose with 150# Flange Fittings
• QD Fittings
F 2 6" Godwin QD Step Bow
G 2 6" 90 Degree Godwin QD Bend
H 2 6" Check Valve with 150# Flange
• QD Fittings
I 1 Godwin PrimeGuard Float Set
• w/ 65' NM Mechanical Floats
his pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

300 Sigma Drive ��
Garner,NC 27529xy
Tel:[phone]
Let's Solve Water
godwin
RENTAL QUOTATION
Highway 49 Complete Pump Station
ITEM QTY DESCRIPTION
J 1 6" Godwin QD Wye(Female x Female x Male)
K 1 6 FCG x 6" FQD"
L 1 6MCGx6" MQD"
M 1 6 x 3" Godwin Quick Disconnect Pipe with Ball Valve"
N 1 I x 20' Leak Off Hose"
ENV 1 Environmental Fee
REQUIRED EXTRA:
0 116 Fuel Surcharge by the Mile
This pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

godwin
a xylem brand
300 Sigma Drive, Garner, NC 27529
Office: [phone] Fax: [phone]
www.godwinpumps.com
Emergency Lift Station Bypass Contingency Plan
Lift Station Designation: Brooks Pump Station
Owner: City of Roxboro
Station Address: 1259 Hurdle Mills, Roxboro, NC 27573
Contingency Plan Completed By: Bobby Helman
Station Design
Depth of Wet Well:
Peak Flow: 300 GPM
Discharge Dynamic Head:
Force Main Connection: 6" Male Cam &Groove
Bypass Pump System Design
Total Suction Hose Needed: 20'
Total Discharge Hose Needed: 30'
System Total Dynamic Head (TOW: 67'
Suction Hose Diameter:6" Heavy Duty Suction
Discharge Hose Diameter: 6"Composite
Bypass Pump: CD150
Recommended Operating Speed:
Estimated Fuel Consumption:

300 Sigma Drivexy ^
Garner,NC 2
Te1:919-661-6061 C
6061
Let's Solve Water
i^1 godwin 0 FLY
RENTAL QUOTATION
Brooks Temporary Bypass
ITEM QTY DESCRIPTION
A 1 Dri-Prime CD150M Diesel Pump
• Primary Unit
• 6" 150# Flange Suction and Discharge
• John Deere 4045D Diesel Engine
• GP60 highway trailer, 60 gal fuel tank
B 1 6" x 10'Black Water Suction Hose with Godwin QD Fittings
C 1 6" Suction Screen
D 3 6" X 10' Composite Hose with 150# Flange Fittings
E 1 6" Godwin QD Step Bow
F 1 6" 90 Degree Godwin QD Bend
G 1 6" Check Valve with 150#Flange
EI 1 6" Godwin QD Pipe with Female NPT Drain
1 Godwin Miscellaneous Adapter
J 1 Godwin Miscellaneous QD Adapter
K 1 Godwin Miscellaneous Discharge Hose
E N V 1 Environmental Fee
his pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

3 Sigma Drive xylem
Garner,NC 37529
Tel:[phone]
Let's Solve Water
Th
godwin F.-
Brooks Pump Station - Complete Bypass
ITEM QTY DESCRIPTION
A 1 Dri-Prime CD150M Critically Silenced
• Primary Unit
• Sound Attenuated Enclosure
• 6" 150# Flange Suction and Discharge
• JCB TCAE-55 FT4 Diesel Engine
• Includes PrimeGuard Engine Controller
• Skid-mounted
B 1 Dri-Prime CD150M Diesel Pump
• Primary Unit
• 6" 150# Flange Suction and Discharge
• John Deere 4045D Diesel Engine
• GP60 highway trailer, 60 gal fuel tank
C 5 6" x 10' Black Water Suction Hose with Godwin QD Fittings
D 2 6" Suction Screen
• sewer
E 3 6" X 10' Composite Hose with 150# Flange Fittings
• QD Fittings
F 2 6" Godwin QD Step Bow
G 2 6" 90 Degree Godwin QD Bend
H 2 6" Check Valve with 150# Flange
• QD Fittings
I 1 Godwin PrimeGuard Float Set
• w/ 65' NM Mechanical Floats

3 Sigma Drive /\ /�
Garner,NC 27629 e ' `
Tel:[phone]
Let's Solve Water
godwine riYdT
Brooks Pump Station - Complete Bypass
ITEM QTY DESCRIPTION
J 1 6" Godwin QD Wye (Female x Female x Male)
K 1 6" Godwin QD Pipe with Female NPT Drain
L 1 6 MCG x 6" MQD"
M 1 6 FCG x 6" FQD"
N 2 1 x 20' Leak Off Hose"
ENV 1 Environmental Fee
REQUIRED EXTRA:
0 116 Fuel Surcharge by the Mile

godwin 't::
a xylem I
300 Sigma Drive, Garner, NC 27529
Office: [phone] Fax: [phone]
www.godwinpumps.com
Emergency Lift Station Bypass Contingency Plan
Lift Station Designation: Arrow Wood Pump Station
Owner: City of Roxboro
Station Address: 405 North Park Drive, Roxboro, NC 27573
Contingency Plan Completed By: Bobby Heiman
Station Design
Depth of Wet Well: 18'
Peak Flow: 800 GPM
Discharge Dynamic Head: 228'
Force Main Connection: 6" Female Cam &Groove
Bypass Pump System Design
Total Suction Hose Needed:40'
Total Discharge Hose Needed: 30'
System Total Dynamic Head (TDH): 228'
Suction Hose Diameter:6" Heavy Duty Suction
Discharge Hose Diameter:6" Composite
Bypass Pump: HL150
Recommended Operating Speed:
Estimated Fuel Consumption:

300 Sigma Drive Xy
L y
Garner,NC 27529
Tel:[phone]
Let's Solve Water
,_--N, godwin•_ .....T
RENTAL QUOTATION
Arrow Wood Temporary Bypass
ITEM QTY DESCRIPTION
A 1 Dri-Prime CD 150M Diesel Pump
• Primary Unit
• 6" 150# Flange Suction and Discharge
• John Deere 4045D Diesel Engine
• GP60 highway trailer, 60 gal fuel tank
B 3 6" x 10' Black Water Suction Hose with Godwin QD Fittings
C 1 6" Suction Screen
D 3 6" X 10' Composite Hose with 150# Flange Fittings
• QD Fittings
E 1 6" Godwin QD Step Bow
., ) F 1 6" 90 Degree Godwin QD Bend
G 1 6" Check Valve with 150# Flange
• QD Fittings
H 1 6" Godwin QD Pipe with Female NPT Drain
I 1 6 FCG x 6" FQD"
J 1 1 x 20' Leak Off Hose"
ENV 1 Environmental Fee
,,,)['his pricing information is for intemal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

300 Sigma Drive xy
Garner,NC 27529 le m
Tel:[phone]
Let's Solve Water
god win
RENTAL QUOTATION
Arrow Wood Complete Bypass
ITEM QTY DESCRIPTION
A 1 Dri-Prime CD150M Diesel Pump
• Primary Unit
• 6" 150# Flange Suction and Discharge
• John Deere 4045D Diesel Engine
• GP60 highway trailer, 60 gal fuel tank
B 1 Dri-Prime CD150M Critically Silenced
• Primary Unit
• Sound Attenuated Enclosure
• 6" 150# Flange Suction and Discharge
• JCB TCAE-55 FT4 Diesel Engine
• Includes PrimeGuard Engine Controller
• Skid-mounted
C 6 6" x 10' Black Water Suction Hose with Godwin QD Fittings
D 2 6" Suction Screen
E 4 6" X 10' Composite Hose with 150# Flange Fittings
• QD Fittings
F 2 6" Godwin QD Step Bow
G 2 6" 90 Degree Godwin QD Bend
H 1 Godwin PrimeGuard Float Set
• w/ 65' NM Mechanical Floats
I 2 6" Check Valve with 150# Flange
• QD Fittings
'his pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

r
Garner,
300 SigmaNC Drive27529 e m
Tel:[phone]
Let's Solve Water
godwin pL v• }`
RENTAL QUOTATION
Arrow Wood Complete Bypass
ITEM QTY DESCRIPTION
J 1 6" Godwin QD Pipe with Female NPT Drain
K 1 6 FCG x 6" FQD"
L 1 I x 20' Leak Off Hose"
M 1 6" Godwin QD Wye (Female x Female x Male)
ENV 1 Environmental Fee
)
~-This pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

godwin :$.
a xylem brand
300 Sigma Drive, Garner, NC 27529
Office: [phone] Fax: [phone]
www.godwinpumps.com
Emergency Lift Station Bypass Contingency Plan
Lift Station Designation: Duncan Pump Station
Owner: City of Roxboro
Station Address:
d ess 1324 Billy Hicks Road, Roxboro, NC 27573
Contingency Plan Completed By: Bobby Heiman
Station Design
Depth of Wet Well: 18'
Peak Flow: 800 GPM
Discharge Dynamic Head: 228'
Force Main Connection: 6" Female Cam & Groove
Bypass Pump System Design
Total Suction Hose Needed:40'
Total Discharge Hose Needed: 30'
System Total Dynamic Head (TDH): 228'
Suction Hose Diameter: 6" Heavy Duty Suction
Discharge Hose Diameter:6"Composite
Bypass Pump: H1150
Recommended Operating Speed:
Estimated Fuel Consumption:

300 Sigma Drive /Z I
Garner,NC 27529Xy
C
Tel:[phone]
Let's Solve Water
godwin .
RENTAL QUOTATION
Duncan Temporary Bypass
ITEM QTY DESCRIPTION
A 1 Dri-Prime HL 150M Diesel Pump
• Primary Unit
• 28%Chromium Steel Hardened Wearplates
• 6" 150#Flange Suction and Discharge
• John Deere 6068HC94 IT4 Diesel Engine
• Includes PrimeGuard Engine Controller
• Skid-mounted 175 gal fuel tank
B 4 6" x 10'Black Water Suction Hose with Godwin QD Fittings
C 1 6" Suction Screen
• sewer
D 3 6" X 10'Composite Hose with 150#Flange Fittings
E 2 6" 90 Degree Godwin QD Bend
F 1 6" 45 Degree Godwin QD Bend
G 1 6" Godwin QD Pipe with Female NPT Drain
H 1 6" Check Valve with 150#Flange
• QD Fittings
1 6 FCG x 6" FQD"
1 1 1 x 20' Leak Off Hose"
K 4 6 0-Rings"
'r his pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

300 Sigma Drive
Garner,NC 27529 to m
Tel:[phone]
Let's Solve Water
godwin® FLYOT
RENTAL QUOTATION
Duncan Complete Bypass
ITEM QTY DESCRIPTION
A I Dri-Prime HL150M Diesel Pump
• Primary Unit
• 28% Chromium Steel Hardened Wearplates
• 6" 150#Flange Suction and Discharge
• John Deere 6068HC94 IT4 Diesel Engine
• Includes PrimeGuard Engine Controller
• Skid-mounted 175 gal fuel tank
B 1 Dri-Prime HL150M Critically Silenced
• Primary Unit
• Sound Attenuated Enclosure
• 6" 150#Flange Suction and Discharge
• Caterpillar 3126 diesel engine
• Skid-mounted, 200 gal fuel tank
C 8 6" x 10' Black Water Suction Hose with Godwin QD Fittings
D 2 6" Suction Screen
• sewer
E 1 Godwin PrimeGuard Float Set
• w/65'NM Mechanical Floats
F 5 6" X 10' Composite Hose with 150#Flange Fittings
G 2 6" 90 Degree Godwin QD Bend
I-1 1 6" 45 Degree Godwin QD Bend
1 6" Godwin QD Pipe with Female NPT Drain
-This pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

300 rive Sigma D
Garner, Drive to m
Tel:[phone]
Let's Solve Water
godwin vy. —
RENTAL QUOTATION
Duncan Complete Bypass
ITEM QTY DESCRIPTION
J 2 6" Check Valve with 150# Flange
• QD Fittings
K 1 6 FCG x 6" FQD"
L 1 6 MCG x 6" MQD"
M 2 1 x 20' Leak Off Hose"
N 1 6" Godwin QD Wye (Female x Female x Male)
0 4 6 0-Rings"
ENV 1 Environmental Fee
J
This pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices,All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

godwin :=.
xylem brand
300 Sigma Drive,Garner, NC 27529
Office: [phone] Fax: [phone]
www.godwinpumps.com
Emergency Lift Station Bypass Contingency Plan
Lift Station Designation: South Side Pump Station
Owner: City of Roxboro
Station Address: 357 Patterson Drive, Roxboro, NC 27573
Contingency Plan Completed By: Bobby Heiman
Station Design
Depth of Wet Well:
Peak Flow:
Discharge Dynamic Head: 230'
Force Main Connection: 6" Female Cam &Groove
Bypass Pump System Design
Total Suction Hose Needed: 30'
Total Discharge Hose Needed: 30'
System Total Dynamic Head (TDH):230'
Suction Hose Diameter: 6" Heavy Duty Suction
Discharge Hose Diameter:6" Composite
Bypass Pump: HL200
Recommended Operating Speed:
Estimated Fuel Consumption:

300 Sigma Drive xy /1 m
Garner NC 27529 �+
Tel:[phone]
Let's Solve Water
godwin
RENTAL QUOTATION
South Side Temporary Bypass
ITEM QTY DESCRIPTION
A 1 Dri-Prime HL200M Diesel Pump
• Primary Unit
• 28% Chromium Steel Hardened Wearplates
• 8" x 6" 150#FL suction and discharge
• John Deere 6068HC94 IT4 Diesel Engine
• Includes PrimeGuard Engine Controller
• Skid-mounted, 175 gal fuel tank
I3 3 8" x 10' Black Water Suction Hose with Godwin QD Fittings
C 1 8" Suction Screen
• sewer
D 3 6" X 10' Composite Hose with 150#Flange Fittings
l: 1 6" Check Valve with 150#Flange
F 1 Godwin PrimeGuard Float Set
• w/65'NM Mechanical Floats
G 5 6 FL Gasket"
I I 1 1 x 20' Leak Off Hose"
ENV 1 Environmental Fee
REQUIRED EXTRA:
116 Fuel Surcharge by the Mile
This pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

godwin
a xylem brand
300 Sigma Drive, Garner, NC 27529
Office: [phone] Fax: [phone]
www.godwinpumps.com
Emergency Lift Station Bypass Contingency Plan
Lift Station Designation: Crown Crafts Pump Station
Owner: City of Roxboro
Station Address: Crown Craft Boulevard, Roxboro, NC 27573
Contingency Plan Completed By: Bobby Heiman
Station Design
Depth of Wet Well: 18'
Peak Flow: 1000GPM
Discharge Dynamic Head: 225'
Force Main Connection: 6" Female Cam & Groove
Bypass Pump System Design
Total Suction Hose Needed:40'
Total Discharge Hose Needed: 30'
System Total Dynamic Head (TDH): 225'
Suction Hose Diameter: 6" Heavy Duty Suction
Discharge Hose Diameter:6" Composite
Bypass Pump: HL150
Recommended Operating Speed:
Estimated Fuel Consumption:

300 Sigma Drive le
Garner.NC 27529
Tel:[phone]
Let's Solve Water
godwin= � j
RENTAL QUOTATION
Crown Crafts Temporary Bypass
ITEM QTY DESCRIPTION
A 1 Dri-Prime HL150M Diesel Pump
• Primary Unit
• 28% Chromium Steel Hardened Wearplates
• 6" 150#Flange Suction and Discharge
• John Deere 6068HC94 IT4 Diesel Engine
• Includes PrimeGuard Engine Controller
• Skid-mounted 175 gal fuel tank
B 4 6" x 10' Black Water Suction Hose with Godwin QD Fittings
C 1 6" Suction Screen
• sewer
D 1 6" X 10' Composite Hose with 150#Flange Fittings
• QD Fittings
E 2 6" X 20' Composite Hose with 150# Flange Fittings
• QD Fittings
E 1 6" 90 Degree Bend with 150# Flange
G 2 6" 90 Degree Godwin QD Bend
H 1 6" 45 Degree Godwin QD Bend
1 1 6" Check Valve with 150#Flange
• QD Fittings
J 1 6" Godwin QD Pipe with Female NPT Drain
his pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

Garner,NC 300 Sigma27629 to m
Drive
Tel:[phone]
Let's Solve Water
godwin® -
RENTAL QUOTATION
ITEM QTY DESCRIPTION
K 2 6 FL Gaskets"
L 1 6FLx6" FQD"
M 4 6 0-Rings"
N 1 1 x 20' Leak Off Hose"
This pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

Garner300 SigNC ma27529 l e
Drive
Tel:[phone]
Let's Solve Water
godwin FLYtiT
Crown Crafts Pump Station - Complete Bypass
ITEM QTY DESCRIPTION
A 1 Dri-Prime HL 150M Diesel Pump
• Primary Unit
• 28% Chromium Steel Hardened Wearplates
• 6" 150# Flange Suction and Discharge
• John Deere 6068HC94 IT4 Diesel Engine
• Includes PrimeGuard Engine Controller
• Skid-mounted 175 gal fuel tank
B 1 Dri-Prime HL150M Critically Silenced
• Primary Unit
• Sound Attenuated Enclosure
• 6" 150# Flange Suction and Discharge
• Caterpillar 3126 diesel engine
• Skid-mounted, 200 gal fuel tank
1 C 8 6" x 10' Black Water Suction Hose with Godwin QD Fittings
1 D 2 6" Suction Screen
• sewer
E 1 6" X 10' Composite Hose with 150# Flange Fittings
• QD Fittings
F 3 6" X 20' Composite Hose with I 50# Flange Fittings
• QD Fittings
G 1 6" 90 Degree Bend with 150# Flange
H 2 6" 90 Degree Godwin QD Bend
I 1 6" 45 Degree Godwin QD Bend

300 Sigma Drive xylem
Garner,NC 27529
Tel [phone]
Let's Solve Water
godwin® FLTfiT
Crown Crafts Pump Station - Complete Bypass
ITEM QTY DESCRIPTION
J 1 6" Godwin QD Wye (Female x Female x Male)
K 2 6" Check Valve with 150# Flange
• QD Fittings
L 1 6" Godwin QD Pipe with Female NPT Drain
M 2 6 FL Gaskets"
N 1 6FLx6" FQD"
O 4 6 0-Rings"
l P 1 6MCGx6" MQD"
1 Q 1 6 FCG x 6" FQD"
R 2 1 x 20' Leak Off Hose"
S 1 Godwin PrimeGuard Float Set
• w/ 65' NM Mechanical Floats
ENV 1 Environmental Fee
REQUIRED EXTRA:
T 116 Fuel Surcharge by the Mile

godwin
a xylem brand
300 Sigma Drive,Garner, NC 27529
Office: [phone] Fax: [phone]
www.godwinpumps.com
Emergency Lift Station Bypass Contingency Plan
Lift Station Designation: GKN Pump Station
Owner: City of Roxboro
Station Address: 6150 Durham Road, Roxboro, NC 27573
Contingency Plan Completed By: Bobby Heiman
Station Design
Depth of Wet Well: 12'
Peak Flow: 200 GPM
Discharge Dynamic Head:
Force Main Connection:4" Female Cam & Groove
Bypass Pump System Design
Total Suction Hose Needed: 30'
Total Discharge Hose Needed: 20'
System Total Dynamic Head (TDH):
Suction Hose Diameter:4"
Discharge Hose Diameter:4"
Bypass Pump:CD100
Recommended Operating Speed:
Estimated Fuel Consumption:

300 Sigma Drive /1
Garner,NC 27529Xy
C
Tel:[phone]
Let's Solve Water
godwin*
1NTAL QUOTATION
GKN Temporary Bypass
ITEM QTY DESCRIPTION
A 1 Dri-Prime CD 100M Critically Silenced
• Primary Unit
• Sound Attenuated Enclosure
• 4" 150#Flange Suction and Discharge
• Yanmar 3TNV88 diesel engine
• Skid-mounted, 68 gal fuel tank
B 1 4" x 20' Black Water Suction Hose with Godwin QD Fittings
C 1 4" Suction Screen
• sewer
D 1 4" X 20' Composite Hose with 150#Flange Fittings
• QD Fittings
E 2 4" 90 Degree Godwin QD Bend
F 1 4" Godwin QD Step Bow
G 1 4" Check Valve with 150# Flange
• QD Fittings
I I 1 4" Godwin QD Pipe with Female NPT drain
1 4 FQD x 4" MCG"
J 1 1 x 20' Leak Off Hose"
ENV 1 Environmental Fee
This pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

Tel:[phone] v
Lets Solve Water
godwin 0 rj
GKN Pump Station - Complete Bypass
ITEM QTY DESCRI PTION
1 Dri-Prime CD 100M Critically Silenced
• Primary Unit
• Sound Attenuated Enclosure
• 4" 150#Flange Suction and Discharge
• Yanmar 3TNV88 diesel engine
• Skid-mounted, 68 gal fuel tank
B 1 Dri-Prime CD 100M Diesel Pump
• Primary Unit
• 4" 150#Flange Suction and Discharge
• Yanmar 3TNV88BDSA-T3/i4A Diesel Engine
• GP30 highway trailer, 30 gal fuel tank
C 2 4" x 20' Black Water Suction Hose with Godwin QD Fittings
D 2 4" Suction Screen
• sewer
E 1 Godwin PrimeGuard Float Set
• w/65'NM Mechanical Floats
• QD Fittings
F 3 4" X 20' Composite Hose with 150#Flange Fittings
G 3 4" 90 Degree Godwin QD Bend
H 2 4" Godwin QD Step Bow
I 2 4" Check Valve with 150# Flange
• QD Fittings
_I

Gamer,NC 27529 y `!�"` ,
Tel:[phone] V
,..f
Let's Solve Water
Godwin o *L
GKN Pump Station - Complete Bypass
ITEM QTY DESCRIPTION
.1 1 4" Godwin QD Pipe with Female NPT drain
K 1 4" Godwin QD Wye (Female x Female x Male)
L.
1 4 FQD x 4" MCG"
2 1 x 20' Leak Off Hose"
REQUIRED EXTRA:
N 116 Fuel Surcharge by the Mile

godwin
a xvtem branr-i
300 Sigma Drive,Garner, NC 27529
Office: [phone] Fax: [phone]
www.godwinpumps.com
Emergency Lift Station Bypass Contingency Plan
Lift Station Designation: Cedar Ridge Pump Station
Owner: City of Roxboro
Station Address: 333 Laura Lane, Roxboro, NC 27573
Contingency Plan Completed By: Bobby Heiman
Station Design
Depth of Wet Well: 12'
Peak Flow: 200 GPM
Discharge Dynamic Head:
Force Main Connection:4" Female Cam & Groove
Bypass Pump System Design
Total Suction Hose Needed: 30'
Total Discharge Hose Needed: 30'
System Total Dynamic Head (TDH):
Suction Hose Diameter:4"
Discharge Hose Diameter:4"
Bypass Pump: CD100
Recommended Operating Speed:
Estimated Fuel Consumption:

Garner,300 SigN 2606ma D rive le rn
Tel:[phone]
Let's Solve Water
godwin FLYdT
RENTAL QUOTATION
Cedar Ridge Temporary Bypass
ITEM QTY DESCWnoti
A 1 Dri-Prime CD100M Critically Silenced
• Primary Unit
• Sound Attenuated Enclosure
• 4" 150#Flange Suction and Discharge
• Yanmar 3TNV88 diesel engine
• Skid-mounted, 68 gal fuel tank
B 2 4" x 20'Black Water Suction Hose with Godwin QD Fittings
C 1 4" Suction Screen
• Sewer screen
D 2 4" X 10' Composite Hose with 150#Flange Fittings
• QD Fittings
F 1 4" Godwin QD Step Bow
F 2 4" 90 Degree Godwin QD Bend
G 1 4" Check Valve with 150# Flange
H 1 4" Godwin QD Pipe with Female NPT drain
1 4FQDx4" MCG
J 1 1 x 20' Leak Off Hose"
ENV 1 Environmental Fee
)
This pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

300 Sigma Drive e m
Garner,NC 27529xy
Tel:[phone]
Let's Solve Water
godwin4, pL,�v
RENTAL QUOTATION
Cedar Ridge Complete Bypass
ITEM QTY DESCRIPTION
A 1 Dri-Prime CDlOOM Critically Silenced
• Primary Unit
• Sound Attenuated Enclosure
• 4" 150# Flange Suction and Discharge
• Yanmar 3TNV88 diesel engine
• Skid-mounted, 68 gal fuel tank
B I Dri-Prime CD I OOM Diesel Pump
• Primary Unit
• 4" 150# Flange Suction and Discharge
• Yanmar 3TNV88BDSA-T3/i4A Diesel Engine
• GP30 highway trailer, 30 gal fuel tank
C 4 4" x 20' Black Water Suction Hose with Godwin QD Fittings
1 2 4" Suction Screen
E 1 Godwin PrimeGuard Float Set
• w/65' NM Mechanical Floats
F 3 4" X 10' Composite Hose with 150# Flange Fittings
• QD
G 2 4" Godwin QD Step Bow
H 3 4" 90 Degree Godwin QD Bend
I 2 4" Check Valve with 150# Flange
J 1 4" Godwin QD Pipe with Female NPT drain
—This pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

300 Sigma Drive /y
Garner,NC 27529xy
C
Tel:[phone]
Let's Solve Water
J
gol.�Win* FLYdL'
RENTAL QUOTATION
Cedar Ridge Complete Bypass
ITEM QTY DESCRIPTION
K 1 4" Godwin QD Wye (Female x Female x Male)
L 1 4 FQD x 4 MCG
M 2 1 x 20 Leak Off Hose
ENV 1 Environmental Fee
This pricing information is for internal use only.We ask that these items and terms be kept confidential.All applicable tax and freight charges will be added to invoices.All
quotations are subject to credit approval.All quotations are valid for 30 days.All prices quoted in US dollars.See attached Terms and Conditions which are part of this quote.

godwin
a xylem brand
300 Sigma Drive,Garner, NC 27529
Office: [phone] Fax: [phone]
www.godwinpumps.com
Emergency Lift Station Bypass Contingency Plan
Lift Station Designation: Williams Road Pump Station
Owner: City of Roxboro
Station Address: 787 Doctors Court, Roxboro, NC 27573
Contingency Plan Completed By: Bobby Helman
Station Design
Depth of Wet Well: 10'
Peak Flow: 250 GPM
Discharge Dynamic Head:
Force Main Connection: 3" Female Cam & Groove
Bypass Pump System Design
Total Suction Hose Needed:40'
Total Discharge Hose Needed:40'
System Total Dynamic Head (TDH):
Suction Hose Diameter:4"
Discharge Hose Diameter:4"
Bypass Pump:CD100
Recommended Operating Speed:
Estimated Fuel Consumption:

1
3rn Sigma Drive xylem
Garner,NC Drive
Tel [phone]
Let's Solve Water
godwin
Williams Road Pump Station - Temporary Bypass
ITEM QTY DESCRIPTION
A I Dri-Prime CD100M Critically Silenced
• Primary Unit
• Sound Attenuated Enclosure
• 4" 150# Flange Suction and Discharge
• Yanmar 3TNV88 diesel engine
• Skid-mounted, 68 gal fuel tank
B 2 4" x 20' Black Water Suction Hose with Godwin QD Fittings
C I 4" Suction Screen
D 2 4" X 20' Composite Hose with 150# Flange Fittings
• QD Fittings
E 2 4" 90 Degree Godwin QD Bend
F 1 4" Godwin QD Step Bow
G 1 4" Check Valve with 150# Flange
• QD Fittings
H 1 4" Godwin QD Pipe with Female NPT drain
I 1 4 FQD x 4" MCG"
J 1 1 x 20' Leak Off Hose"
ENV 1 Environmental Fee

Gar ne300 Sr,gNma27D529 rive xylem
C
Tel.[phone]
Let's Solve Water
godwin
Williams Road Pump Station - Complete Bypass
ITEM QTY DESCRIPTION
A 1 Dri-Prime CD 100M Critically Silenced
• Primary Unit
• Sound Attenuated Enclosure
• 4" 150# Flange Suction and Discharge
• Yanmar 3TNV88 diesel engine
• Skid-mounted, 68 gal fuel tank
B 1 Dri-Prime CD 100M Diesel Pump
• Primary Unit
• 4" 150#Flange Suction and Discharge
• Yanmar 3TNV88BDSA-T3/i4A Diesel Engine
• GP30 highway trailer, 30 gal fuel tank
C 4 4" x 20' Black Water Suction Hose with Godwin QD Fittings
D 2 4" Suction Screen
E 1 Godwin PrimeGuard Float Set
• w/65' NM Mechanical Floats
F 3 4" X 20' Composite Hose with 150# Flange Fittings
• QD Fittings
G 3 4" 90 Degree Godwin QD Bend
H 2 4" Godwin QD Step Bow
I 2 4" Check Valve with 150# Flange
• QD Fittings
J 1 4" Godwin QD Pipe with Female NPT drain

Garner,300 SigNC ma27629 Drive xylem
Tel:[phone]
Let's Solve Water
godwin® rzir -
,,‘
Williams Road Pump Station - Complete Bypass
ITEM QTY DESCRIPTION
K l 4" Godwin QD Wye (Female x Female x Male)
L 1 4 FQD x 4" MCG"
M 2 1 x 20' Leak Off Hose"
ENV 1 Environmental Fee
REQUIRED EXTRA:
N 116 Fuel Surcharge by the Mile

godwin 'ftt
a xylem brand
300 Sigma Drive, Garner, NC 27529
Office: [phone] Fax: [phone]
www.godwinpumps.com
Emergency Lift Station Bypass Contingency Plan
Lift Station Designation: Helena Pump Station
Owner: City of Roxboro
Station Address: 400 Parsonage Road, Roxboro, NC 27573
Contingency Plan Completed By: Bobby Heiman
Station Design
Depth of Wet Well: 15'
Peak Flow: 350 GPM
Discharge Dynamic Head: 120'
Force Main Connection: 8" Flange
Bypass Pump System Design
Total Suction Hose Needed: 30'
Total Discharge Hose Needed: 20'
System Total Dynamic Head (TDH): 120'
Suction Hose Diameter:8" Heavy Duty Suction
Discharge Hose Diameter:8" Composite
Bypass Pump: HL150
Recommended Operating Speed:
Estimated Fuel Consumption:

3 Sigma Drive /�'�
Garner.NC 27529 ' i `
Tel:[phone]
Let's Solve Water
godwln 0 YLYC}T
Helena Pump Station - Complete Bypass
ITEM QTY' DESCRIPTION
A l Dri-Prime HL125M Diesel Pump
• Primary Unit
• 6" x 4" 150#FL suction and discharge
• John Deere 6068T Diesel Engine
• Includes Godwin PrimeGuard Manual
• Skid-mounted, 175 gal fuel tank
B 1 Dri-Prime HL 1 25M Critically Silenced
• Primary Unit
• Sound Attenuated Enclosure
• 6" x 4" 150#Flange Suction& Discharge
• John Deere 6068T275SP4 diesel engine
• Includes Godwin PrimeGuard Manual
• Skid-mounted, 200 gal fuel tank
C 4 4" x 20' Black Water Suction Hose with Godwin QD Fittings
D 2 4" Suction Screen
E 1 Godwin PrimeGuard Float Set
• w/65'NM Mechanical Floats
F 6 4" X 10' Composite Hose with 150# Flange Fittings
• QD FIttings
G 2 4" 90 Degree Godwin QD Bend
H 2 4" Check Valve with 150#Flange
• QD FIttings
[ 1 4" Godwin QD Pipe with Female NPT drain

3 Sigma Drive xylem
Garner,NC 27629
Tel [phone]
Let's Solve Water
N godwin® YLYOT
Helena Pump Station - Complete Bypass
ITEM QTY DESCRIPTION
J 1 4" Godwin QD Wye (Female x Female x Male)
K 1 8" 90 Degree Bend with 150# Flange
• FL x FL
L 1 8 FL x 4" FQD Adapted"
M 2 1 x 20' Leak Off Hose"
N 2 8 FL Gaskets"
ENV 1 Environmental Fee
REQUIRED EXTRA:
3
O 116 Fuel Surcharge by the Mile
1

godwin
a xy'em
300 Sigma Drive, Garner, NC 27529
Office: [phone] Fax: [phone]
www.godwinpumps.com
Emergency Lift Station Bypass Contingency Plan
Lift Station Designation: Stories Creek Pump Station
Owner: City of Roxboro
Station Address: 133 Stories Creek Road, Roxboro, NC 27573
Contingency Plan Completed By: Bobby Heiman
Station Design
Depth of Wet Well: 16'
Peak Flow: 300 GPM
Discharge Dynamic Head: 110'
Force Main Connection: 6" Female Cam &Groove
Bypass Pump System Design
Total Suction Hose Needed: 30'
Total Discharge Hose Needed: 30'
System Total Dynamic Head (TDH): 110'
Suction Hose Diameter:4"
Discharge Hose Diameter:4"
Bypass Pump:CD103 or HL80
Recommended Operating Speed:
Estimated Fuel Consumption:

3 Sigma Drive xylem
Garner,NC Drive
Tel:[phone]
Let's Solve Water
godwin
Stories Creek Pump Station - Temporary Bypass
ITEM
E QTY DESCRIPTION
A 1 Dri-Prime CD103M Critically Silenced
• Primary Unit
• Sound Attenuated Enclosure
• 4" 150#Flanged Suction & Discharge
• Isuzu 4LE2T FT4 Diesel Engine
• Includes PrimeGuard Engine Controller
• Skid-mounted
B 2 4" x 10' Black Water Suction Hose with Godwin QD Fittings
C 1 4" x 20' Black Water Suction Hose with Godwin QD Fittings
D 1 4" Suction Screen
F 3 4" X 10' Composite Hose with 150# Flange Fittings
• QD Fittings
F 1 4" Check Valve with 150# Flange
• QD Fittings
G 1 4" Godwin QD Pipe with Female NPT drain
H 1 2" Combination Air Valve ARI D-025-2
1 4 FQD x 6" MQD Adapter"
1 1 6 FQD x 6" MCG Adapter"
K 1 1 x 20' Leak Off Hose"

3 Sigma Drive xylem
Garnrn er,NC 27529
Tel:[phone]
Let's Solve Water
godwin® FLYOT
Stories Creek Pump Station - Complete Bypass
ITEM QTY DESCRIPTION
A 1 Dri-Prime CD103M Critically Silenced
• Primary Unit
• Sound Attenuated Enclosure
• 4" I50# Flanged Suction & Discharge
• Isuzu 4LE2T FT4 Diesel Engine
• Includes PrimeGuard Engine Controller
• Skid-mounted
B 1 Dri-Prime CD103M Diesel Pump
• Primary Unit
• 4" 150# Flange Suction and Discharge
• John Deere 4024T Diesel Engine
• GP60 highway trailer, 60 gal fuel tank
C 4 4" x 10' Black Water Suction Hose with Godwin QD Fittings
D 2 4" x 20' Black Water Suction Hose with Godwin QD Fittings
E 2 4" Suction Screen
F 1 Godwin PrimeGuard Float Set
• w/ 65' NM Mechanical Floats
G 5 4" X 10' Composite Hose with 150# Flange Fittings
• QD Fitting
H 2 4" Check Valve with 150# Flange
• QD Fitting
I 1 4" Godwin QD Pipe with Female NPT drain

3 Sigma Drive xylem
Garner,NC 27529
Tel:[phone]
Let's Solve Water
'-1 godwin e > �T
ITEM QTY DESCRIPTION
J 1 2" Combination Air Valve ARI D-025-2
K 1 4" Godwin QD Wye (Female x Female x Male)
L 1 4 FQD x 6 MQD Adapter
M 1 6 FQD x 6 MCG Adapter
N 2 1 x 20' Leak Off Hose
ENV 1 Environmental Fee
REQUIRED EXTRA:
0 114 Fuel Surcharge by the Mile

godwin :
a xylem brand
300 Sigma Drive, Garner, NC 27529
Office: [phone] Fax: [phone]
www.godwinpumps.com
Emergency Lift Station Bypass Contingency Plan
Lift Station Designation: Satterfield Farms Pump Station
Owner: City of Roxboro
Station Address: Harrow Terrace, Roxboro, NC 27573
Contingency Plan Completed By: Bobby Heiman
Station Design
Depth of Wet Well:
Peak Flow:
Discharge Dynamic Head:
Force Main Connection:4" Female Cam & Groove
Bypass Pump System Design
Total Suction Hose Needed:40'
Total Discharge Hose Needed:40'
System Total Dynamic Head (TDH):
Suction Hose Diameter:4"
Discharge Hose Diameter:4"
Bypass Pump:CD140
Recommended Operating Speed:
Estimated Fuel Consumption:

3 Drive Sigma xylem
Garner,NC Drive
Tel.[phone]
Let's Solve Water
godwin pL�
Satterfield Farms Pump Station - Temporary Bypass
ITEM QTI" DESCRIPTION
A I Dri-Prime CD 140M Diesel Pump
• Primary Unit
• 4" 150# Flange Suction and Discharge
• John Deere 4045HC92 IT4 Diesel Engine
• Skid-mounted
B 3 4" x 20' Light Weight Helix Hose with Cam & Groove Fittings
C 1 4" Suction Screen
D 1 Godwin PrimeGuard Float Set
• w/ 65' NM Mechanical Floats
E 3 4" x 20' Black Water Suction Hose with Cam& Groove Fittings
F 1 4 FQD x 4" FCG"
G 1 1 x 20' Leak Off Hose"
ENV 1 Environmental Fee
REQUIRED EXTRA:
H 116 Fuel Surcharge by the Mile

300 Sigma Drive �\
Garner,NC 27629 C
Tel:[phone]
Let's Salve Water
godwin >�T
Satterfield Farms Pump Station - Complete Bypass
ITEM QTY DESCRIPTION
A 1 Dri-Prime CD 140M Diesel Pump
• Primary Unit
• 4" 150# Flange Suction and Discharge
• John Deere 4045HC92 IT4 Diesel Engine
• Skid-mounted
B 1 Dri-Prime CD140M Critically Silenced
• Primary Unit
• Sound Attenuated Enclosure
• 4" 150# Flange Suction & Discharge
• John Deere 4045T285 Tier3 Diesel Engine
• Skid-mounted, 150 gal fuel tank
C 6 4" x 20' Light Weight Helix Hose with Cam & Groove Fittings
D 2 4" Suction Screen
E 2 Godwin PrimeGuard Float Set
• w/65' NM Mechanical Floats
F 6 4" x 20' Black Water Suction Hose with Cam & Groove Fittings
G 2 4 FQD x 4" FCG"
H 1 4" Godwin QD Wye (Female x Male x Male)
• CG fittings
I 2 1 x 20' Leak Off Hose"
ENV 1 Environmental Fee
_�1