WQCS00027_Application_20220203

P.O.Box 308
P�pKE RqA 1000 Jackson Street
o �o Roanoke Rapids,NC 27870
a Roanoke Rapids Sanitary District [phone]
y v Fax: [phone]
www.rrsd.org
4121,1)15
January 28, 2022 CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Doug Dowden, Supervisor
NCDEQ-DWR, Water Quality Permitting Section,Municipal Permitting Unit
1617 Mail Service Center RECEIVED
Raleigh,North Carolina 27699-1617
FEB 0 3.2022
Re: Wastewater Collection Permit Renewal Application NCDEQ/DWR/NPDES
Permit No.: WQCS00027
Dear Mr. Dowden:
Roanoke Rapids Sanitary District's Wastewater Collection System Permit Application is
submitted herein to meet the requirements of the North Carolina Clean Water Act of
1999, S.L. 1999c. 239, s.11.2. The following items and attachments are included in this
permit renewal application package:
1) CS Online Application original and one copy, Form CSA 04/16
2) Condition VI.2. Spill Response Procedures
• Condition IV.3. Major Pump Stations and configurations
• Condition IV.4. High Priority Lines
• Condition VI.4. Pump Station Contingency Plan
3) Condition V.4. Collection System Budget and Capital Outlay description
4) Condition V.6. Capital Improvement Plan
5) Condition VI.6. Collection System Map Shape Files Thumb Drive
Should additional information be required,please do not hesitate to contact me.
Very truly yours,
R. anieley Bro , P.E.
Chief Executive Officer
Enc.
Cc: David W. Scott, ORC
File
Page:
s:\dc common files\cs permit\2022 renewal\cs permit application submittal 21.doc 1/1

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400—SYSTEM-WIDE WASTEWATER COLLECTION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16& SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System-wide Collection System Permitting website:
General — When submitting an application to the Municipal Permitting Unit, please use the following instructions as a
checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided
boxes will help produce a quicker review time and reduce the amount of requested additional information.
The Applicant shall submit one original and one copy of the application and supporting documentation.
The copy may be submitted in digital format. RECEIVED
A. Cover Letter c i O 3 2022
• Submit a cover letter listing all items and attachments included in the permit application package
NCDEQ/DWR/NPDES
B. No Application Fee Required
➢ No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
➢ The appropriate annual fee for systemwide wastewater collection system permits may be found at:
➢ Annual Non-Discharge Fees
C. System-Wide Wastewater Collection System (FORM: CSA 04-16)Application:
• Submit the completed and appropriately executed System-wide Wastewater Collection System (FORM: CSA 04-
16) application. Any unauthorized content changes to this form shall result in the application package being
returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long
as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Section I.3 is a Privately-Owned Public Utility, provide the Certificate of Public
Convenience and Necessity(CPCN)from the North Carolina Utilities Commission demonstrating the Applicant is
authorized to hold the utility franchise for the area to be served by the wastewater collection system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area
or that franchise approval is expected.
❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina Secretary of State.
D. General Information:
➢ The Authorized signing official listed in Section 1.4 should match with that of the Applicant certification page in
accordance with 15A NCAC 02T .0106(b). Per I 5A NCAC 02T .0106(c), an alternate person may be designated
as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T
.0106(b).
➢ NOTE - Public Works Directors are not authorized to sign this permit application, according to the rule,
unless they are formally delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 5

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

I. APPLICANT INFORMATION:
1. Applicant's name(Municipality,Public Utility,etc):Roanoke Rapids Sanitary District
2. Facility Information: Name: RRSD Collection System Permit No.: WQCS00027
3. Applicant type: ®Municipal ❑ State ❑Privately-Owned Public Utility
El County El Other:
4. Signature authority's name:R.Danieley Brown per 15A NCAC 02T.0106(b)
Title:CEO
5. Applicant's mailing address:PO Box 308
City:Roanoke Rapids State:NC Zip:27870-0308
6. Applicant's contact information:
Phone number: [phone] Fax number:[phone] Email address:dbrown(irrsd.org
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name:
2. Title/Affiliation:
3. Contact's mailing address:
4. City: State: Zip: -
5. Contact's information:
Phone number:( ) - Fax number:( )= Email address:
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑New ® Renewal
2. County System is located in: Halifax County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s):Roanoke Rapids Sanitary District;Roanoke River Wastewater Treatment Plant
4. WWTF Permit Number(s): NC0024201
5. What is the wastewater type? 63 %Domestic or 37%Industrial(See 15A NCAC 02T.0103(20))
LIs there a Pretreatment Program in effect?®Yes or❑No
6. Wastewater flow: 3.39 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 8.34 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or®Representative Data
9. Population served by the collection system: 16,099
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 158.31 (miles)
Force Main 2.4(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)
Simplex Pump Stations(Serving Multiple Buildings)
Duplex Pump Stations 6
3. Submit a list of all major(i.e.not simplex pump station serving a single family home)pump stations. Include the following
information:
➢ Pump Station Name
➢ Physical Location
➢ Alarm Type(i.e.audible,visual,telemetry,SCADA)
➢ Pump Reliability(Can convey peak hourly wastewater flow with largest single pump out of service)
➢ Reliability Source(permanent/portable generator,portable pumps)
➢ Capacity of Station(Pump Station Capacity in GPM)
4. Submit a list of all high priority lines according per 15A NCAC 02T.0402(2)known to exist in the collection system. Head
the list with"Attachment A for Condition V(4)"and include the system name.
➢ Use the same line identification regularly used by the applicant
➢ Indicate type of high priority line(i.e.aerial),material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
CEO,Utility Engineer,D/C Supervisor,Collections ORC,Back-up ORC,3-crews consisting of 1-Forman and 2-Laborers
each(includes Backup ORC),Vac/Con Truck Operator and 1-Labor,Asset Manager,and FOG Coordinator. Approximately 7-FTEs
total.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: David W. Scott Certification Number: 999152
Back-Up ORC Name: Eric W. Deaton Certification Number: 1001020
See the"WOCS Contacts and ORC Report"for a current listing of the ORC(s)the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: $$700,000
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budget for the collection system only: $$470,000
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system ❑Yes or®No
8. Do any satellite systems discharge to this collection system❑Yes or®No(If yes complete table below)
Satellite System Contact Information(Name,Address,Phone Number)
Halifax County <200,000 GPD
Northampton County <200,000 GPD
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:
1-Halifax County Interjurisdictional Agreement,2-Northampton County Interjurisdictional Agreement
APPLICATION CSA 04-16 Page 4 of 5

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

Attachment A for Condition W(3)
OLD EMPORIA ROAD PUMP STATION
Name of Facility:Roanoke Rapids Sanitary District Contact Person: Dan Brown, P.E.
Phone Number: 1-252-537-9137(0),885-0553(M)
Location of Pump Station: Turn west off Old Emporia Rd.,Gaston behind Housing Authority
1. How often is pump station inspected? once per day twice per day
_X_once per week _days per week
other(explain)
2. What is the pump station capacity?180 gpm @ 15 TDH(Weil duplex submersible pumps)
Does the pump station have a flow meter,pump counters or other means to measure flow?
X_Yes No Hour(runtime)meter
3. Does the pump station have a backup power source? X Yes No
If yes,what type: Portable generator which can be moved to the site
X Standby generator on site
Alternate power feed
If a portable generator is used,how many other pump stations does the generator serve?
How often is the generator tested?Weekly
When was the generator last load tested? Every Thursday
Was the test successful? X Yes No If no,what action was taken to address?
If no backup power exists,please explain why:
4. Does the pump station have a working alarm system? X Yes No
On the alarm system: X High water audio alarm X High water visual alarm
Other(describe)
Telemetry Monitoring System: X Wet well high level X Wet well low level
Dry well high level High/low pH
High/low current X AC power status
Please describe other alarm systems at the pump station.
Intrusion Alarm
SCADA system is installed at this location
5. Is there a spare pump available or an adequate spare parts inventory to replace or rebuild pump?
Yes X No If No,what actions are being undertaken to address?
Note: Pump Station is a Duplex pump station
Alternate 6"mobile pump with automatic level control and quick connect hose and valves to maintain
normal operation.

..
_ _
1
g.dwnLift Station by-pass:
pumps Sizing a temporary pumping system
ivlunicipality:. 1 0fiA-d ,,s :(, 9
Lift station location: 'A rf 0 r t: C : 1,N i ;f- 5aG i.<; r
Contact person(s): Fir
Phone#:
Typical Lift Station design
, oil E
� ' .'11 I'i
41/4
3 ft. C ` �_....:.
B t
L, __ _ ! ,_.. '' _---I- -----------
ome '
{ Suction Dry pit
3
Point
1 ?1::"A. What is the existing lift station rated for? S gpm @a
The pump rental company will be able to accurately size a temporary pump by knowing what the
service rating of the existing booster pump is.
B. What is the maximum vertical depth of the suction point? i�I feet
This information will help determine whether a surface mounted suction lift or a submersible pump is
needed for the application. (illustration shows a surface mounted suction lift pump) ,
C. What length of suction hose will be required? Li El feet
Suction hose length is determined by access of the temporary pump to the wet well. Suction hose
is typically available in 10'and.20'sections.
D. What length of discharge hose will be required? - feet t L?
What is the distance from the temporary pump discharge to the tie-in point? Flanged discharge hose
is typically available in 10'and 20'lengths.
E. What is the size and description of the tie-in point? .:,,T. t- .t L.t .f' i
Raised face flange or threaded fitting? Size? t�e..4 n ifi
Emergency contact information:
Godwin Pumps of America,inc_ 856-467-3836
1 Floodgate Rd. Emergency response available 24 hours a day,
Bridgeport,NJ 08014 Seven days a week

Attachment A for Condition IV(3)
GASTON (NC 46)PUMP STATION
Name of Facility:Roanoke Rapids Sanitary District Contact Person: Dan Brown, P.E.
Phone Number: 1-252-537-9137(0),885-0553(M)
Location of Pump Station: South side of NC 46 at western Gaston town limits
1. How often is pump station inspected? once per day _twice per day
X once per week _days per week
other(explain)
2. What is the pump station capacity? 140 gpm @ 80 TDH(Smith&Loveless)
Does the pump station have a flow meter,pump counters or other means to measure flow?
X Yes No Hour(runtime)meter
3. Does the pump station have a backup power source? X Yes No
If yes,what type: _Portable generator which can be moved to the site
X Standby generator on site
Alternate power feed
If a portable generator is used,how many other pump stations does the generator serve?
How often is the generator tested?Weekly
When was the generator last load tested? Every Thursday
Was the test successful? X Yes No If no,what action was taken to address?
If no backup power exists,please explain why:
4. Does the pump station have a working alarm system? X Yes No
On the alarm system: X High water audio alarm X High water visual alarm
Other(describe)
Telemetry Monitoring System: X Wet well high level X Wet well low level
Dry well high level High/low pH
High/low current X AC power status
Please describe other alarm systems at the pump station.
Intrusion Alarm
SCADA system is installed at this location
5. Is there a spare pump available or an adequate spare parts inventory to replace or rebuild pump?
X Yes No If No,what actions are being undertaken to address?
Note: Pump Station is a Duplex pump station
Adequate Spare Parts Inventory
Alternate 6"mobile pump with automatic level control and quick connect hose and valves to maintain
normal operation.

dWin Lift Station by-pass:
pumps Sizing a temporary pumping system
Municipality:
Lift station location: { ,
Contact person(s):
Phone#:
Typical Lift Station.design
3 ft. —_3
V
A i I
�3 --- _ -
-_ _ -- -�-------
- _ ___
Fcsrce main
Suction Dry pit
Point
7,17
F i
• A. What is the existing lift station rated far? '
-r Li gpm @
The pump rental company will be able to accurately size atemporary pump by knowing what the
service rating of the existing boosterpump is.
c
B. What is the maximum vertical depth of the suction point? feet
This information will help determine whether a surface mounted suction lift or a submersible pump is
needed for the application. (illustration shows a surface mounted suction lift pump)
C. What length of suction hose'will be required? i' feet
Suction hose length is determined by access of the temporary pump to the wet well. Suction hose
is typically available in 10'and 20'sections.
D. What length of discharge hose will be required? feet
What is the distance from the temporary pump discharge to the tie-in point? Flanged discharge hose
is typically available in 10'and 20'lengths.
E. What is the size and description of the tie-in point? t `
Raised face flange or threaded.fitting? Size? %t
.
Emergency contact information:
Godwin Pumps of America,Inc. - 856-467-3636
1 Floodgate Rd. Emergency response available 24 hours a day,
Bridgeport,NJ 08014 Seven days a Week
•

Attachment A for Condition IV(3)
GASTON (NC 48) PUMP STATION
Name of Facility:Roanoke Rapids Sanitary District Contact Person: Dan Brown, P.E.
Phone Number: 1-252-537-9137(0),885-0553(M)
Location of Pump Station: Northeast corner of NC 48 at Roanoke River Bridge
1. How often is pump station inspected? once per day twice per day
X once per week _days per week
other(explain)
2. What is the pump station capacity? 600 gpm @ 85 TDH(Smith&Loveless)
Does the pump station have a flow meter,pump counters or other means to measure flow?
X Yes No Hour(runtime)meter
3. Does the pump station have a backup power source? X Yes No
If yes,what type: Portable generator which can be moved to the site
X Standby generator on site
Alternate power feed
If a portable generator is used,how many other pump stations does the generator serve?
How often is the generator tested?Weekly
When was the generator last load tested? Every Monday
Was the test successful? X Yes No If no,what action was taken to address?
If no backup power exists,please explain why:
4. Does the pump station have a working alarm system? X Yes No
On the alarm system: X High water audio alarm X High water visual alarm
Other(describe)
Telemetry Monitoring System: X Wet well high level X Wet well low level
Dry well high level High/low pH
High/low current X AC power status
Please describe other alarm systems at the pump station.
Intrusion Alarm
SCADA system is installed at this location
5. Is there a spare pump available or an adequate spare parts inventoryto replace or rebuild pump?
X Yes No If No,what actions are being undertaken to address?
Note: two spare pumps in inventory
Note: Pump Station is a Duplex pump station
Adequate Spare Parts Inventory
Alternate 6"mobile pump with automatic level control and quick connect hose and valves to maintain
normal operation.

,. . .
.. ,
gdwin Lift Station by-pass:
pumps Sizing a temporary pumping system
Municipality: v/I 0!4 f LI
Lift station location: ,t-, t j
Contact person(s):
Phone if:
Typical Lift Station design
111 E
` L
A L r I
i _4•'. - 1 �=�:_F -;:i-
3 it. C'` ` , -
_A ~Force main
1 Fo
a ,. A
Suction Dry pit
Point
r
70
A. What is the existing lift station rated for? I "°� gpm @ —psi-.-
The pump rental company will be able to accurately size a temporary pump by knowing what the
service rating of the existing booster pump is.
S. What is the maximum vertical depth of the suction point? 1 feet
This information will help determine Whether a surface mounted suction lift or a submersible pump is
needed for the application. (illustration shows a surface mounted suction lift pump)
C. What length of suction hose Will be required? -' feet
Suction hose length is determined by access of the temporary pump to the wet well. Suction hose
is.typically available in 10'and 20'sections. f
D. What length of discharge hose will be required? If) feet
What is the distance from the temporary pump discharge to the tie-in point? Flanged discharge hose
is typically available in 10'and 20'lengths.
l.. r L• L.vk.
E. What is the size and description of the tie-in point? i
Raised face flange or threaded fitting? Size? �� .,
4,61tr
r -rt.:
L
' - >
r;Lt•-0111 t913<i .
Emergency contact information: .
Godwin Pumps of America,Inc. • 856-467-3636
1 Floodgate Rd. Emergency response available 24 hours-a day,
Bridgeport,NJ 08014 Seven days a week.
it
' l wt4 Y'� , 1 lte�t '1
'^

Attachment A for Condition IV(3)
GREENBRIAR PUMP STATION
Name of Facility:Roanoke Rapids Sanitary District Contact Person: Dan Brown, P.E.
Phone Number: 1-252-537-9137(0),885-0553(M)
Location of Pump Station: Mina Drive&Lake Pointe Drive(northwest corner)
1. How often is pump station inspected? once per day _twice per day
_X_once per week _days per week
other(explain)
2. What is the pump station capacity? 258 gpm @ 95 TDH(ABS)
Does the pump station have a flow meter,pump counters or other means to measure flow?
X Yes No Hour(runtime)meter
3. Does the pump station have a backup power source? X Yes No
If yes,what type: _Portable generator which can be moved to the site
X Standby generator on site
Alternate power feed
If a portable generator is used,how many other pump stations does the generator serve?
How often is the generator tested?Weekly
When was the generator last load tested? Every Monday
Was the test successful? X Yes No If no,what action was taken to address?
If no backup power exists,please explain why:
4. Does the pump station have a working alarm system?
X Yes No
On the alarm system: X High water audio alarm X High water visual alarm
Other(describe)
Telemetry Monitoring System: X Wet well high level X Wet well low level
Dry well high level High/low pH
High/low current X AC power status
Please describe other alarm systems at the pump station.
Intrusion Alarm
SCADA system is installed at this location
5. Is there a spare pump available or an adequate spare parts inventory to replace or rebuild pump?
X Yes No If No,what actions are being undertaken to address?
Note: Pump Station is a Duplex pump station
Used 17.5 HP ABS Pump in inventory
Alternate 6"mobile pump with automatic level control and quick connect hose and valves to maintain
normal operation.

e ,
•
•
... .
givdwinLift Station by-pass:
pumps Sizing a temporary pumping system
Municipality:
Z./"-r"'. �,, ,F .#, 7 .7;,.-:=-_;tit
Lift station location: ¶L?O—• L.,/ •;' s- ' :' u ti_ ,1 `?,. ..:
Contact person(s):
4,---- ._ t`.,i3 - -% Phone If:
It. `� ' t
. ,> (VT
Typical Lift Station design
,, '''::- 4 /
. t 3f, i., Y
aft. i Ce
- 1.
I
. 1 if
D x I i -
1 B Iv _ -__ - ---------
A____. _- -- ~ ~Force main
V �. e�
Suction Dry pit
Point i
4 e
A. What is the.existing lift station rated for? ,- '`) gpm @ " �.
The pump rental company will be able to accurately size a temporary pump by knowing what the
service rating of the existing booster pump is.
B. What its the maximum vertical depth of the suction point? e - _feet
This information will help determine Whether a surface mounted suction lift or a submersible pump is
needed for the application. (illustration shows a surface mounted suction lift pump) ,
C. What length of suction hose will be required? Al___-----` feet
Suction hose length is determined by access of the temporary pump to the wet well. Suction hose
is typically available in 10'and 20'sections.
f
D. What length of discharge hose will be required? _;'�-F feet
What is the distance from the temporary pump discharge to the tie-in point? Flanged discharge hose
is typically available in 10'and 20'lengths.
`
E. What is the size and description of the tie-in point? 4 (. Cc, `ACTL A t/ . ,:
Raised face flange or threaded fitting'? Size?
Emergency contact information:
Godwin Pumps of Americas Inc. 856-467-3636
1 Floodgate Rd. 1=mergency response available 24 hours a day,
Bridgeport,NJ 08014 Seven days a week

Attachment A for Condition IV(3)
BELMONT PUMP STATION
Name of Facility:Roanoke Rapids Sanitary District Contact Person: Dan Brown,P.E.
Phone Number: 1-252-537-9137(0),885-0553(M)
Location of Pump Station:Harris Street
1. How often is pump station inspected? once per day twice per day
X once per week _days per week
other(explain)
2. What is the pump station capacity? 250 gpm @ 46 TDH(Smith&Loveless)
Does the pump station have a flow meter,pump counters or other means to measure flow?
X Yes No Hour(runtime)meter
3. Does the pump station have a backup power source? X Yes No
If yes,what type: _Portable generator which can be moved to the site
X Standby generator on site
Alternate power feed
If a portable generator is used,how many other pump stations does the generator serve?
How often is the generator tested?Weekly
When was the generator last load tested? Every Monday
Was the test successful? X Yes No If no,what action was taken to address?
If no backup power exists,please explain why:
4. Does the pump station have a working alarm system? X Yes No
On the alarm system: X High water audio alarm X High water visual alarm
Other(describe)
Telemetry Monitoring System: X Wet well high level X Wet well low level
Dry well high level High/low pH
High/low current X AC power status
Please describe other alarm systems at the pump station.
SCADA system is installed at this location
5. Is there a spare pump available or an adequate spare parts inventory to replace or rebuild pump?
X Yes No If No,what actions are being undertaken to address?
Note: Pump Station is a Duplex pump station
Adequate parts inventory
Alternate 6"mobile pump with automatic level control and quick connect hose and valves to maintain
normal operation.

r _
a
Lift Station by-pass!
F
pumps
Sizing a temporary pumping systeri
Municipality:
Liftstation location: `" `T 1 i
i
Contact person(s):
Phone 4:
Typical Lift Station design
f
3 ft:
I --__ Force main
f
Suction Dry pit.
Point
A. What is the existing lift station rated for? m
The pump rental company will be able to accurately size a temporary pump by knowing what the
service rating of the existing booster pump is.
B. What is the maximum vertical depth of the suction point?
p � feet
This information will help determine whether a surface mounted suction lift or a submersible pump is
needed for the application. (illustration shows a surface mounted suction lift pump)
C. What length of suction hose Will be required? `" k feet
Suction hose length is determined by access of the temporary pump to the wet well. Suction hose
is typically available in 10'and 20'sections.
D. What length of discharge hose will be required? fv feel.
What is the distance from the temporary pump discharge to the tie-in point? Flanged discharge hose
is typically available in 10'and 20'lengths.
E. What is the size and description of the tie-in point?
Raised face flange.or threaded fitting? Size? �; r,
Emergency contact information:
Godwin Pumps of America,Inc. 856-467-3636
1 Floodgate Rd. Emergency response available24 hours a day,
Bridgeport;NJ 08014 Seven days a week

Attachment A for Condition IV(3)
SHELL DRIVE PUMP STATION
Name of Facility:Roanoke Rapids Sanitary District Contact Person: Dan Brown,P.E.
Phone Number: 1-252-537-9137(0),885-0553(M)
Location of Pump Station: "Rochelle Court"-Intersection of Shell Drive/lst Street/Vincent Road
1. How often is pump station inspected? once per day _twice per day
X once per week _days per week
other(explain)
2. What is the pump station capacity? 190 gpm @ 25 TDH(Smith&Loveless)
Does the pump station have a flow meter,pump counters or other means to measure flow?
X Yes No Hour(runtime)meter
3. Does the pump station have a backup power source? X Yes No
If yes,what type: Portable generator which can be moved to the site
X Standby generator on site
Alternate power feed
If a portable generator is used,how many other pump stations does the generator serve?
How often is the generator tested?Weekly
When was the generator last load tested? Every Thursday
Was the test successful? X Yes No If no,what action was taken to address?
If no backup power exists,please explain why:
4. Does the pump station have a working alarm system? X Yes No
On the alarm system: X High water audio alarm X High water visual alarm
Other(describe)
Telemetry Monitoring System: X Wet well high level X Wet well low level
Dry well high level High/low pH
High/low current X AC power status
Please describe other alarm systems at the pump station.
Intrusion Alarm
SCADA system installed at this location
5. Is there a spare pump available or an adequate spare parts inventory to replace or rebuild pump?
X Yes No If No,what actions are being undertaken to address?
Note: Pump Station is a Duplex pump station
Adequate Parts Inventory
Alternate 6"mobile pump with automatic level control and quick connect hose and valves to maintain
normal operation.

. 1
. •
.._ .
gdwin Lift Station by-pass:
pumps Sizing a temporary pumping system
Municipality: ___•__s
z-. " k �.Is ift station location: r' SC..+• s-1.. G c: r�.�.' : ;_ Li T t>t'tFrS-v
Contact person(s):
Phone.#:
Typical Lift Station design
fi
`, ti
v , Aft 3 It. l by
* !
.i r l
l ( - ---( �_L----__-�
--i _ Q f , ____ - �- main f
r force
Suction Dry pit
• I Point
4f
A. What is the existing lift station rated for? '" gpm @ SB,
The pump rental company will be able to accurately size a temporary pump by knowingwhat the
service rating of the existing booster pump is.
{
B. What is the maximum vertical depth of the suction point? 'Ti feet
This information will help determine whether a surface mounted suction lift or a submersible pump is
needed for the application. (illustration shows a surface mounted suction lift pump)
r
tar i
C. What length of suction hose will be required? t 0 feet
Suction hose length is determined by access of the temporary pump to the wet well. Suction hose
is typically available in 10'and 20'sections.
D. What length of discharge hose will be required? 0612 feet
What is the distance from the temporary pump discharge to the tie-in point? Ranged discharge hose
is typically available in 10'and 20'lengths.
E. What is the size and description of the tie-in point? ` `' / f c` i
Raised face flange or threaded fitting? Size?
Emergency contact information: ` ', ( it
Godwin Pumps of America,Inc. 8566-467-3636
t Floodgate Fid. Emergency response available 24 hours a day,.
Bridgeport,NJ 08014 Seven days a week

P.O.Box 308
o k 1000 Jackson Street
oP i� Roanoke Rapids,NC 27870
���1. Roanoke Rapids Sanitary District [phone]
Fax: [phone]
9�9RY D1544~ www.rrsd.orq
Attachment B for Condition IV(4)
2022 -HIGH PRIORITY LINES
1. AERIAL AT THE END OF GODLEY ST.
2. AERIAL FROM WEST 2ND TO WEST 3RD AT WALTER AVE.
3. AERIAL AT LONG PARK 5TH AND 6TH ST.
4. SUB WATERWAY BETWEEN CHARLOTTE ST AND WILLIAMS ST.
5. AERIAL BETWEEN ROANOKE AVE AND JACKSON ST AT THE RAILROAD.
6. SUB WATERWAY BETWEEN SOUTHGATE DR AND PRINCE ST.
7. SUB WATERWAY RIVER 0/F END OF RIVER RD SOUTH.
8. SUB WATERWAY RIVER 0/F END OF RIVER RD NORTH.
9. SUB WATERWAY END OF GRACE DR. LEFT AT RIVER.
10. WWTP AT THE BACK GATE.
11. AERIAL AT 2ND BETWEEN CHARLOTTE ST AND JEFFERSON ST.
12. AERIAL ROANOKE RIVER BRIDGE.
13. HWY 48 IN GASTON AT THE 48 LIFT STATION.
14. *AERIAL AT LEWIS ST.
15. *AERIAL EAST 9TH ST IN THE WOODS BY THE COURT.
16. *CHOCKYOTTE CREEK BEHIND THE HOSITAL TO GREGORY DR.
17. *BELMONT PUMP STATION AT THE CREEK.
18. *CHERRY ST IN WELDON NC.
*Added for this permit cycle
Page:
HIGH PRIORITY ONES UST 2022 1/1

Alt thment C for Condition V(4) '�"'�
Roanoke Rapids Sanitary District _
Budget Preparation:Fiscal Year 2021-2022
for Period Ending 04/30/2021
Expenditure .
'18-'19 '19-120 '19-120 '20-'21 YTD Thru '20-'21 '21-'22 Budget
Account# Account Description Actual Budget Actual Budget 04/30/2021 Annualized Proposal _ Remarks
Department DISTRIBUTION&COLLECTION
10-8120-0000 UNUSED ACCOUNT 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10-8120-0200 SALARIES 579,442.07 782,520.00 650,373.24 782,520.00 525,574.02 630,714.05 649,636.00
10-8120-0300 SALARIES-PART TIME 25,571.00 35,600.00 19,214.00 30,000.00 18,951.02 22,742.13 5,000.00
10-8120-0500 FICA 45,019.53 62,586.00 48,838.43 62,158.00 39,764.99 47,719.90 60,246.00
10-8120-0600 GROUP HOSP/DEP LIFE/LIFE ADD 113,665.88 146,000.00 144,543.52 157,000.00 125,497.38 150,602.88 153,000.00
10-8120-0610 DENTAL/VISION/DISABILITY INSURANCE 12,196.69 13,500.00 13,444.90 14,000.00 10,820.22 12,984.78 14,000.00
10-8120-0700 RETIREMENT 56,199.46 70,583.00 114,574.97 79,895.00 53,660.92 64,395.68 74,124.00
10-8120-0800 UNEMPLOYMENT 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10-8120-0900 LONGEVITY 0.00 3,000.00 3,000.00 0.00 0.00 0.00 0.00
10-8120-1000 UNIFORMS 15,025.28 12,000.00 18,232.33 14,000.00 9,392.76 11,271.76 14,000.00
10-8120-1100 POSTAGE 996.38 1,000.00 893.14 1,000.00 227.93 273.53 1,000.00
10-8120-1310 PHONE 9,956.49 9,500.00 10,726.51 9,500.00 8,048.31 9,658.36 10,000.00
10-8120-1315 INTERNETACCESS 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10-8120-1320 POWER 6,259.27 5,500.00 6,670.35 6,000.00 5,544.27 6,653.39 7,000.00
10-8120-1330 FUEL-HEATING 2,921.57 3,000.00 2,199.17 3,000.00 2,504.73 3,005.80 3,000.00
10-8120-1340 FUEL-DIESEL 2,860.55 4,000.00 3,640.38 4,000.00 1,802.31 2,162.86 4,000.00
10-8120-1400 TRAVEL&SCHOOLS 6,915.61 9,000.00 7,049.27 9,000.00 4,549.73 5,459.89 9,000.00
10-8120-1500 MAINT.&REPAIRS-BUILDING&GROUNDS 571.29 4,000.00 958.26 4,000.00 5,467.70 6,561.50 4,000.00
10-8120-1600 MAINT.&REPAIRS-EQUIPMENT 25,819.67 48,207.00 50,148.47 30,000.00 9,496.32 11,396.04 30,000.00 BeeKeeper renew in FY23
10-8120-1700 MAINT.&REPAIRS-VEHICLES 31,313.91 10,000.00 6,529.17 10,000.00 11,901.88 . 14,282.83 10,000.00
10-8120-1810 MAINT.&REPAIRS-PUMP STATIONS 3,664.94 14,000.00 15,409.96 14,000.00 27,199.37 32,640.55 20,000.00
10-8120-2000 SMALL TOOLS 9,027.55 11,000.00 8,229.15 11,000.00 5,488.22 6,586.13 11,000.00
10-8120-2500 WATER QUALITY REPORT 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10-8120-2600 ADVERTISING 1,057.41 2,000.00 390.66 1,000.00 '0.00 0.00 1,000.00
10-8120-3100 VEHICLE SUPPLIES 33,793.42 34,000.00 32,397.03 34,000.00 26,314.08 31,578.16 34,000.00
10-8120-3200 OFFICE SUPPLIES 1,456.81 2,500.00 1,691.53 2,500.00 524.81 629.80 4,000.00 Davids Laptop XP machine
10-8120-3300 DEPT.SUPPLIES&MATERIALS 122,104.54 130,000.00 94,435.96 130,000,00 93,698.55 112,442.76 130,000.00
10-8120-3400 DEGREASER 0.00 0.00 203.14 0.00 0.00 0.00 0.00
10-8120-4000 SS 0/F LINE CLEANING 27,935.00 30,000.00 21,830.00 30,000.00 0.00 0.00 30,000.00
10-8120-4500 CONTRACT SERVICES 17,664.04 25,000.00 13,703.94 25,000.00 18,289.98 21,948.85 25,000.00
10-8120-4510 REFUSE DISPOSAL 1,739.24 2,000.00 2,065.08 2,000.00 . 1,857.84 2,229.50 2,500.00
10-8120-4600 PATCH&PAVE 42,262.55 50,000.00 68,641.04 50,000.00 31,094.91 37,315.38 50,000.00
10-8120-5000 ULOCO SERVICES 1,293.70 2,000.00 1,258,58 1,500.00 1,279.84 1,535.87 2,000.00
10-8120-5300 DUES&SUBSCRIPTIONS 672.50 1,500.00 915.00 1,500,00 1,582.00 1,898.48 1,500.00
10-8120-5400 INSURANCE&BONDS 29,806.47 33,623.00 31,753.38 33,535.00 27,945.80 33,536.30 38,190.00
10-8120-5410 INSURANCE CLAIMS 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10-8120-5600 PERMITS&FEES 1,755.46 2,500.00 1,761.24 2,500.00 3,277.66 3,933.35 2,500.00 $3,915 EWA Call signs
10-8120-5700 MISCELLANEOUS 3,002.69 3,500.00 3,318.01 3,500.00 244.52 293.44 3,500.00,
5

Attachment C for Condition V(4)
Roanoke Rapids Sanitary District
Budget Preparation:Fiscal Year 2021-2022
for Period Ending 04/30/2021
Expenditure
'18-'19 '19-'20 '19-'20 '20-'21 YTD Thru '20-'21 '21-'22 Budget
Account# Account Description Actual Budget Actual Budget 04/30/2021 Annualized Proposal Remarks
10-8120-5710 SAFETY SUPPLIES 5,107.53 6,000.00 5,309.02 6,000.00 6,192.96 7,431.85 7,000.00
10-8120-5720 SAFETY-MEDICAL 663.00 2,000.00 669.00 1,500.00 1,351.96 1,622.42 1,500.00
10-8120-5730 SAFETY-ERT 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10-8120-5900 DEPRECIATION 1,055,943.94 1,092,000.00 1,117,451.30 1,100,000.00 0.00 0.00 1,200,000.00 Represented in Capital Outlay
10-8120-7100 LAND 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10-8120-7150 RIGHT OF WAY 0.00 35,000.00 0.00 0.00 0.00 0.00 5,000.00
10-8120-7200 CAPITAL OUTLAY-BUILDINGS 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10-8120-7300 CAPITAL OUTLAY-TANKS 0.00 61,400.00 0.00 83,300.00 61,333.00 73,602.54 61,400.00
10-8120-7305 A E-FLUSHING PROGRAM 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10-8120-7310 CAPITAL OUTLAY-SAFETY 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10-8120-7400 CAPITAL OUTLAY-EQUIPMENT 0.00 110,300.00 0.00 30,000.00 0.00 0.00 66,000.00
10-8120-7401 WATER EXTENSIONS 0.00 1,146,192.48 0.00 877,010.45 457,777.55 549,355.03 34,500.00
10-8120-7402 SEWER EXTENSIONS 0.00 83,650.00 0.00 30,350.00 0.00 0.00 0.00
10-8120-7403 METER PURCHASES 0.00 100,000.00 0.00 500,000.00 246,885.79 296,274.80 500,000.00
10-8120-7407 I&I ANALYSIS 0.00 97,770.20 0.00 176,900.00 61,521.85 73,829.17 60,000.00
10-8120-7408 REPLACE SANITARY SEWER 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10-8120-7409 REPLACE DISTRIBUTION COMPONENTS 0.00 124,125.00 0.00 83,900.00 0.00 0.00 0.00
10-8120-7410 I&I-REPAIRS/RESTORATION 0.00 1,334,124.66 0.00 35,000.00 24,166.69 29,001.19 200,000.00
10-8120-7411 PUMP STATION REHAB 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10-8I20-7413 LEASE/PURCHASE-GASTON SYSTEM 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10-8120-7414 GIS-MAPPING 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10-8120-7416 CAPITAL OUTLAY-SCADA SYSTEM 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10-8120-7460 GASTON DIST/COLL IMPROVEMENTS 0.00 215,157.40 0.00 215,157.40 0.00 0.00 0.00
10-8120-9900 CONTINGENCY 0.00 20,000.00 0.00 20,000.00 0.00 0.00 15,000.00 0.424%
10-8120-9910 STORM DAMAGE 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Total Exp. DISTRIBUTION&COLLECTION 2,293,685.44 5,991,338.74 2,522,469.13 4,717,225.85 1,931,231.87 2,317,570.95 3,553,596.00
•
•

Aittachment C for Condition V(6) ,
L„,) -
1.0-812.0 DRAFT DistributionJColiection.-Capital Outlay'22 04/30120211
-Acct . -----1r22=" ' FY22 PO# FY22 FY21 Life I Annual
# Budget• _ Actual Status Encumbrance (Years) Depreciation
7160 Right Of Way
10 Bluewater-Landfall Connector $ 5,000.00
7300 Capital()Utley-Tanks
1 Painting&•Restoration-Annual;Giintraot $ 61,400.00 $ - Contract/PQ# 8 $ 3,$$7,.50
•
7400 Capital Outlay-Equipment 1
11.3 Truck 4='12 F350 Diesel.PU W/Crew.Cab-Replacement 1 $ 55;900:00 10 $ •2,795.00
3"g".T Zero-[Uf n Lawn 19llower-.6D"—GUt $ 10,100.00 10 $ 50500
7400 Total $ 66,000.00 $ - 1
7401 Water Extensions
9. IFire Flow Improvements-•Ph 3(Table 9-1)(Design/Const) Contract;3099 S. 399,232.91 50 $ 3,992.33
10 Fite Flow lrnprevernents-Ph 4(Table 9-1).(Design) $ 34,500.00• .$ - 30 $ 57.5.00
7401 Total $ 34,500.00 $ -
7402 Sewer Extensions . -
11 Premiec.BoulevardtSS'Extension Design $ - $ 30,350.00 50 $ •303.5.0
7403 Meter Purchases. $ 500,000.00 3314 $ 247,634.21 1 15 $24,921.14
7407 I&1:Analysis _
22:1 .30"Outfall.C1ean&TV(Chockoyotte•Crk.. 1 Zoo Rd-WWTP) $ 60,000.00 :3227 :$ 11,447:90 15 $ 2,381:60
4 Basin Engineering Support(Sub-Basin'A) $ - •$• - . 3295 $ 108,705.75 50 $ 1,087,06
7407 Total $ 60,000.00 $: -
7409.Replace Distribution Components
1.1 Remove/Replacs Galvanized,Pipe I 50 $ -
1.53 Country Court-130'LF 2"PVC.14 or 5.Taps Force Account 1
1.55 7th•ST Cleveland to Cul-de-sac-270 LF 2".PVC 19Taps Force Account
1.56 Oakley Ave.900 Block(Switch Service to Exist 6";Abandon 2".GIP) Force Account
1.57 Rapids.St 600 Blk•2"Replacement W L Force Account
:2 Replace U.DF Control Valves:10-8"'&10-.6"(inventory} Force Account $ -
-3.1(Relocate 8"©Hospital Emergency Room(By Others)
9.1 I NCDOTINC 48 Bridge Replacement Utilities Relocation $ - $ 83,900.00 50 $ 839.00
7409 Total $ - $ -
7410 I&1-:Repairs/Restoration• !
3:3 Basin'K'Rehab-MHK419-MHK417.Reolacement&Const Admin $ 200,000100 3315 $ 10,833.31 50 '$•:2,108.33
7450 Gaston Collection improvements
4 46 West PS Force Main Re-Design&Rehab $ - $ - 2145 $ 215,157.40 50 $ 2i151.57
10-8120 CM TOTAL:$926 9.00 bm.$. $1,107,261.48 '$46,497.03
FY21-FY22 CIP TOTAL( $2,034,161.48 1 (Includes FY21 Encumbrance) _
Roanoke Rapids Sanitary District Page 1

Attachment C for Condition V(6)
1 O-8120 DRAFT Distribution/Collection 5-Year CIP '04/30/2021
Acct# F12rL FY23 FY24 FY25 FY26 - _
7402 Sevrter:Extensio.ns
1 General $ 5,000.00 ••.$ 5;.000.00 -$ 5,000..000 $ 5,000,00
.11 Prer et Boulevard SS Extension Design '21 Encumbrance
7403- Meter Purchases. •$ 500,000.0D $ 500,000,00 $ 50,000.00 $ 50,000,00 $ 50,000,00
7407" I'&1-Analysis
30"•0uffali'Clean&TV $ 60,000.00 $ 120,000.00 $ 120,000.0.0 $. 120,000.00 '$ 126,000.00
3.4 SSES,..Seleoted.SS.Reaches. $ 60,000.00 $ 60,000.00 :$ 60;000.00 .$ 60;000:00
Basin Engineering Sup oil(Sub-Basin 'A') '21:Encumbrance
4.1 Flow Monitoring Study -$ 60,000.00 " $ 60,000.00
7407 Total $ 60,000.00 $ 180,000.00 $ 240,000.00 $ 180;000.00 $ 240,000.00
7408 l eplaee•Sanitary'S.ewer $ '20,000.00 $ .26,000.00 $ 20,060.00 $ 20,000.0.0 •
• 13- Ciosure.MH SS•Line.Segmentt1935,(MH K408?) 'Force Account
13.1 CJosure.MH SS Line'Segment 3961,3.962:(MH.E12A?.) Force Account
7408•Total $ - $ 20,000:00 $ 20,000.00 • $ 20;000:00 $ 20,000.06
7409 Replace Distribution.Components
1:1 Remove/Replace Galvanized Pipe $ 50,000.00 1.$ .50,000.00 $ 60,000.00 $ 50,000.00
1.11. IvevJPowell St- Loop •$ 27,300:00
1.53 Country Court-130 LF 2" PVC 14 or 5-Taps Force Account
1.55 7th ST Cleveland to Cul-de-sac Force Account
1.56 Oakley.Ave..900 Block Force Account ,
1.571Rapids.'St.600 Blk:2" Replacement WL Force Account
2 Replace UDF Control Valves: 10-'8".&10--6"(Inventory) Force Account Force Account Force Account Force Account Force Account
9.1 NCDOT/N.C.48 Bridge Replacement Utilities Relocation '21 Encumbrance.
14 .Distribution System Master Plan Update $ 52,100.00
19- 2011 :2030.Rehab Master Plan'(Table.9-4) $ 500,000:00
7409 Total $ - $ 102,100.00 $ 50,000.00 $ 50,000.00. $ •577,300.00
7410. I &I-Repairs/Restoration $ .321;000:00 $ 189,600.00 -$ - ' $ 180;600.00
1:2 Manhole Rehab/Replacements-Ph 3 $ 50,000.00 $ 50,000.00 $ 50L0.0.0.00 $ 50;000.00
2. Point Repairs - $ 75,000,00 $ 75,000.00 -$. 75,000.00
• 3.3 Basin 'K Rehabilitation. $ 200,000.00. .$ 1,605,20100
5 Trenchless, Full Length Pipeline'Repair;.Slip Linc Method $ -80,000.00 , $ . 80,000.00 $. 80,000.00.
5.1 Outfall'A''CIPPIPi0eBurst 385 LF 15".MH.D151•to MH D181 1 $' 123,600.00
6 Pipeline Removal and Replacement 1 $ 100,000.00 $ 100,000;00 .$ -100,000.00
7 En ineerilig&Construction Services _$ 20,000.00 $ 20,000.00 $ 20,000.00. $ 20,000.00
7410 Total $ 200,000.00 $ .514;600.00 $ 514,500.00 $ 1,930,200:00- $" 514,600.00
CIF'-"Projects Roanoke Rapists Sanitary District Page 2

Attachment C for Condition V(6)
10-8120 DRAFT Distribution/Collection -'5-Year CIP 04/30/2021
Acct# IthiliilliMMIllilisld FY23 FY24 FY25 I FY26
7150 Right Of Way I
3 Wallace Fork Rd Super Line Easement $ 5,000.00
4 (11TH-Rapids Tank Balance Line Easement $ 49,200.00
5 I Becker-11th Tank Balance Line Easement $ 57,400.00
8 Purchase/Raze Structure on top of Outfall'A'-MH D178
9 Purchase/Raze.Structure on top of 0/F'G'-MH E70 $ 30,000.00
10 Bluewater-Landfall Connector $ 30,000.00
$ 5,000.00
7150 Total $ 5,000.00 $ 5,000.00 $ 57,400,00 $ 49,200.00 $ 60,000.00
7200 Capital Outlay-Building $ 16;600.00 $ 28,100.00 $ 28,100.00 ,$ 28,100,00
10 Paved Employee Parking $ 11,500.00
7200 Total $ - $ 28,100.00 $ 28,100.00 $ 28,100.00 $ 28,100.00
7300 Capital Outlay-Tanks
1 Painting&Restoration-Annual Contract. $ 61,400,00 $ 61,400,00 $ 61,400.00 $ 61,400,00 $ 61,400.00
1.5 Becker Tank Gen Set $ 39,500.00
6 Rapids Altitude Valve
6.1 Rapids Access Improvements,Sliding Gate, Gravel $ 15�900.00
Conc.A ron $ 7,800.00
p
7 11th St.Altitude Valve $ 7,300.00
7300 Total. $ 61,400.00 $ 124,100.00 $ 61,400.00 $ 69,200.00 $ 61,400.00
7310 Capital Outlay-Safety
12 Portable Light Tower
$ 12,300.00
7400 Capital Outlay-Equipment $ - $ -
4.2 Truck 5-'1.8 F150 ('08 GMC Canyon)PU-Buford I Meter Reader $ 35,100.00 $ - $ -
6.2 Truck 10-'16 F350 Diesel PU w/Crew Cab 4X4 Duane J. $ 34,400.00
7.2 Truck 6-'14 F250.4X4 Short Bed Class David S. $ 61,100.00
8.2 Truck 7-'12 F350 Diesel PU W/Crew Cab-Travis $ 37;300.00
11.3 Truck 4-'12 F350 Diesel PU w/Crew Cab-Mike $ 55,900.00 $ 57,600.00
39.1 IZero Turn.Lawn Mower-60"Cut $ 10,100.00
47 Ranger Crew 4X4 ATV w/Cargo Box&Winch $ 20,500.00
48 Hydraulic Line Stop $ 64,800.00
7400 Total $ 66,000.00 $ 57,600.00 $ 35,100.00 $ 122,600.00 $ 95,500...00
7401 Water Extensions
9 Fire Flow Improvements-Ph 3 (Table 9-1) _ '21 Encumbrance
10 Fire Flow Improvements-Ph 4.(Table 9-11 $ 34,500.00 $ 119.600.00 $ 1,160,500.00 $ 1,218,600.00
7.7 S. Rosemary-Hwy 48 3,700 LF 12"Extension (Roanoke Avenue 12-Inch Waterline) $ 65,400.00 $ 1,487,100.00
7.18 Becker Drive-2,900 LF 12"Weldon Transmission Main
9.1 Town of Weldon Ground Storage Tank(MasterPlan 6.1.1)
'9:2 Supply Town of Weldon 9,260 LF 16"(Table 9-2)
_
9.3 Supply 2030 Demands 4,085 LF 16"(Table 9-3)
7401 Total $. 34,500.00 $ 119,600,00 $ 1,160,500.00 $ 1,284,000.00 $ 1,487,100.00
CIP-F. 'ectS Roanoke Rapids r '•ary District .

Attachment C for Condition V(6)
10-8120 DRAFT Distribution/Collection -5-Year CIP 04/30/2021
Acct#
7411 Pump Station Rehab s ` g t s y FY23 FY24 FY25 FY26
$ 27,100.00 $ 27,100.00 $ 27,100.00 $ 27,100.00
7450 Gaston Collection Improvements $ 5,000.00 $ 5,000.00 $ 5,000.00 $ 5,000.00
4 46 West PS Force Main Rehab '21 Encumbrance
7460 Gaston Distribution Improvements
$ 5,000.00 $ 5,000.00 $ 5,000.00 $ 5,000.00
10-8120 CIP TOTAL $ 926,900.00 $ 1,693,200.00 $ 2,259,200.00 $ 3,825,400.00 $ 3,188;400.00
10-8120 CUMMULATIVE 5-YR CIP TOTAL
glatvgan
DISTRIBUTION COMPONENT 10.8120 CIP TOTAL $ 633,900.00 $ 898,650.00 $ 1,415,900.00 $ 1,582,750.00 $ 2,302,600.00
COLLECTION COMPONENT 10-8120 CIP TOTAL $ 293,000.00 $ 794,550.00 $ 843,300.00 $ 2,242,650.00 $ 885,800.00
CIP-r ,sects Roanoke Rapids `*ary District

R#tachment D for Condition VI(2)
2.
ill Response Procedures
Sewer System Overflow
Roanoke Rapids Sanitary-,District
anitaryDistrict
1000 Jackson Street
•
P_ O_Box 308
Roanoke Rapids,N. C_27870
Phone or Fax 1-25�-537-9137
•
Water Treatment Plant: 1252-537-3319 Wastewater Treatment Plant: 1-252 336-4884
Distribution&Collection: 1-252-537-9137

F e
PURPOSE
The purpose of this document is to protect the citizens of the Roanoke Rapids
Sanitary District(District) and the environment by establishing written procedures
for responding to Sanitary Sewer Overflows (SSO). This procedure applies to all
District employees that in the course of their work may deal with SSO. These
procedures will be reviewed at least semi-annually, or whenever guidance from
county, state, or federal authorities warrant a revision.
This document was developed to assist District employees in minimizing the
potential for SSO and is not intended to replace local programs that address
hazardous waste management.
1

It is the policy of the Roanoke Rapids Sanitary District(District)to promptly and
properly respond to a sanitary sewer overflows (SSO). To promptly and properly
respond, the District must have the following capabilities:
• Ability to identify potential sources of SSO and discharges
• Adequate resources (personnel, equipment,finances)
• Knowledge of the assistance available from other resources (agencies and
private contractors)
• Ability to detect SSO and coordinate response as appropriate
• Assessment of the type and magnitude of SSO
• Knowledge of appropriate containment and countermeasure procedures
• Procedures to analyze SSO events,provide proper reporting and
documentation, and follow-up review of the SSO
Attachment"A"indicates equipment available for assisting during an SSO. The
location of the equipment is indicated on the attachment and is available to the staff
member who responds to an SSO event.
Attachment"B"indicates the agencies and contractors available in the area for
assisting during an SSO event.
Attachment"C"indicates the contact information for staff members available
during an overflow event.
SCADA and Telemetry
All six lift stations are currently equipped with telemetry systems for providing
information regarding pump failures,power losses, and high water alarms. All of the lift
stations have been upgraded to transducers for level measurement. This information is
transmitted to the water treatment plant(WTP),which is manned continuously. The
telemetry system at all lift stations is checked twice weekly for power loss, high water
alarms, etc. and are simulated by a foreman to ensure that the telemetry system is
operational.
2

Lift Station Back-up Alternatives
A stand-by, six-inch(6")portable pump station equipped with generator,pump,
and level sensors is available during a lift station failure. All pumping stations are
equipped with a gate valve and quick connection. The portable pumping station can be
delivered to the pump station site; suction pipe placed in the wet well; valve closed,
discharge line connected at the quick connection; level sensors placed in the wet well;
and portable pump activated within a matter of minutes.
The District has worked with Godwin Pumps,pump rental contractor,to develop
a contingency plan that includes each site's physical address, a sketch of the site and a list
of all pumps,piping and level control that would be required in the event of an
emergency. Upon receipt of a telephone call, Godwin staff would be capable of
delivering a functioning system in two hours or less.
Three (4")portable pumps can be located at any of the lift stations to provide a
next level of pump backup in the event of either a pump or electrical failure. Each pump
would connect at the quick connect in the manner described above with the exception that
the pump would have to be manned since a level sensor is not provided to turn the
portable pump on an off.
The last level of lift station back up is available in the even of a power failure. A
30KW portable generator&40 KW portable generator is equipped to operate any of the
existing lift stations. The Hwy. 48 lift station, Greenbrier lift station, Hwy. 46 lift station,
Belmont lift station and the Old Emporia lift station have stationary 50 KW generators.
Sanitary Sewer Mains
The following alternatives are available for clearing an obstruction in a sanitary
sewer main that is contributing to a SSO:
• Hydraulic Sewer Cleaner
• Mechanical Sewer Rod with motor
• Sewer Jetter/Vacuum Truck
• CCTV Van
The hydraulic sewer cleaner is capable of delivering water at a pressure of up to
3,000 psi and is used to clear obstructions in the majority of clogged mains.
•

The mechanical sewer rod is used when an obstruction can not be cleared with the
hydraulic cleaner. Both hand ratchets and two motorized ratchets are available for use.
The District may use the CCTV Van to do an inspection after the line has been
cleared to determine that there has not been a pipe failure.
All of the portable pumps discussed in the previous section on lift stations are
equipped to provide bypass pumping to prevent overflow of a main while an obstruction
is being cleared. A minimum of 500 feet of six inch (6")bypass pipe is kept in inventory
for emergency use.
The District also owns a 12"trash pump and 2,000 feet of 16"bypass pumping
for isolating a section of larger sanitary sewer. Because of the size and length of this
alternative, it consumes an extraordinary amount of time to place in operation. This
alternative has only been previously used for a pipe failure,which required a pipe
replacement.
Preventative Maintenance—Sanitary Sewer Mains
Oil and grease interceptors for restaurants, car washes, service stations, etc. will
be inspected at least twice annually. Inspection reports shall be submitted weekly on the
forms provided. Enforcement shall be in accordance with the Sanitary District's Sewer
Use Regulations. Weekly inspections shall be conducted by the FOG Technician and
shall be reported to the D&C Job Superintendent. Enforcement procedures shall be
initiated bythe CEO and/or
d/or the Job Superintendent or his/their authorized representative.
Since the installation of a computerized work order system a schedule of weekly
inspections will be generated to insure inspections of all FOG interceptors during a six-
month period.
Sanitary sewer mains that have traditionally experienced blockages shall be
cleaned at least quarterly or more frequently as conditions may dictate.
As part of an on-going operation and maintenance system, one D&C crew shall
spend at least 10% of the workweek cleaning and inspecting, on a systematic basis, a
portion of the sewer collection system.
4

Overflow Response Procedures
All Sanitary District employees should be familiar with the following components of
the District's Sanitary Sewer Overflow Response Procedures:
• Response
• Assessment
• Correction
• Containment
• Cleanup
• Reporting(form attached)
Response
The Sanitary District will provide adequate staff with appropriate training and
responsibility to respond to an SSO event.
During normal business hours from 8:00 a.m.to 5:00 p.m.,Monday through
Friday,the Business Office should receive notification of a SSO. The office staff will
contact a Distribution& Collection(D&C)foreman by telephone. The District has
installed software to generate a work order, which will track complaints,responses and
corrections. During all other hours, including evenings, weekends, and holidays, the
telephone answering system at the Business Office will notify the caller to contact the
emergency number(water treatment plant) at 252-537-3319. Water treatment plant
operators are trained to receive emergency calls.
At least one District D&C foreman and crew are on call duringall nonbusiness
hours. The foreman on call will be contacted by the WTP operator and should respond to
the call within 10 minutes.
Assess
The D&C foreman will visit the site of the reported complaint and will contact the
WTP to advise of the incident and will contact his crew to assist in the reported event.
All crewmembers are provided cellular telephones and must respond to the call within 10
minutes. The foreman will advise crewmembers to deliver necessary equipment
(hydraulic sewer cleaner, dump truck, etc.).
5

Correction
The on-call foreman will determine if correction of the overflow should be
initiated prior to containment, etc. The foreman's previous assessment of the overflow
will determine the personnel and equipment to be utilized.
Containment
On Asphalt or Concrete
1. Set up containment at or near the storm drainage system. If a catch basin is
adjacent to the spill,plug the outlet side of the catch basin and pump to the
nearest free flowing manhole.
2. If solids and/or tissue is present on the surface, sweep and deposit in the
nearest free flowing manhole.
3. If the area is wet, spread lime on spillage until dry and sweep up. If grease is
present, spread sand or equivalent material until dry and sweep up.
4. Wet sand should be deposited on drying beds at the WWTP.
In Creek Stream or Receiving Waters
1. Construct a dam at or near a manhole or at a location which is accessible to
equipment. Pump effluent from the dam into the manhole.
2. Flush stream with water from hydrant to remove waste product from the
creek. Continue to pump and flush stream until all fecal coli form tests
indicate 500 colonies/ml or less. Pull samples every 24 hours until this
reading is obtained. Pull samples 100 feet above the S.S.O. site, at the site,
and at 400 feet intervals until reaching the pump site.
3. If sludge is in creek,broom creek bottom and sides until there is no waste
residue remaining.
Outfall
1. In open areas, lime (powder)heavily and till. Repeat procedure. Seed and
then put down straw.
2. In an area where there is undergrowth or small trees, wash area with large
amounts of water. Push into creek towards the pump site. Do this until no
waste remains. Wait for 12 to 24 hours then lime the area heavily. Do not
6

n
get lime in the creek. Do not lime when the weather forecast is predicting
rainfall.
SSO Reporting Procedures
1. Upon discovery of a possible SSO during normal duty hours, notify the
Roanoke Rapids Sanitary District at the telephone numbers below:
Business Office 537-9137
D&C Office 537-9747
2. After normal duty hours contact the Water Treatment Plant at
[phone]. The WTP operator will contact the duty foreman and/or the
duty crew(s).
3. The Sanitary District CEO will be the primary interface between the
Roanoke Rapids Sanitary District and the State of North Carolina Division of
Water Resources (DWS)and the Halifax/Northampton County Health
Department on all SSO matters.
4. District department heads will report overflows from any sewer line or lift
station, or the bypass of any wastewater treatment system or any component
thereof. This requirement also applies for any spill of bio-solids which
reaches a receiving stream.
5. District department heads will notify the District CEO of any SSO that falls
within the parameter listed below. After normal duty hours he can be
reached by calling the Water Treatment Plant at 537-3319.
• Any spill of 1,000 gallons or more, and
• Any spill, regardless of the volume,if any waste reaches the
surface waters of the State. Please note that conveyances such as
drainage ditches and storm sewers are considered waters of the
State.
7

•
Sanitary District department heads or their designated representatives are required
to provide an oral report regarding reportable spills to the Raleigh Regional Office at 1-
919-791-4200 as soon as possible, but in no case later than 24 hours following the spill
event.
Additionally,if a spill occurs after normal business hours,the event must be
reported during the next working day. Should a spill occur after hours which reach the
surface waters and/or it may be considered as either an environmental or health hazard,
the report must be made immediately to the Division of Emergency Management at 1-
800-858-0638. Their office will contact the Raleigh Regional Office.
The Sanitary District ORC shall submit a copy through the BIMS reporting
system within five(5) days of the time that the Roanoke Rapids Sanitary District
becomes aware of the spill occurrence. All parts of the form must be completed in detail.
All forms will be printed in duplicate with one being submitted to the District CEO and
one retained for file.
I
•
8

Item Location Size Capacity Notes
D&C WTP WWTP
12"Portable Pump 1 6250gpm
portable generator 1 1 1.2 kva 1.4 kva
Arc Welder/generator 1 1 1 120/230v
35 KW Portable Generator 1 120/230v
40 KW Portable Generator 1 120/230
50 KW Old Emporia Rd. Old Emporia Rd.Lift Station
50 KW at HWY 46 Lift Station 1 HWY 46 Lift Station
50 KW at Hwy 48 Lift Station 1 Hwy 48 Lift Station
50 KW at Greenbrier 1 Greenbrier Lift Station
Hydromatic pump 1 4" 465 gpm©100'
Gorman Rupp pump 3 4" 570 gpm @ 90'
Homelite portable pump 2 1 3" 328 gpm©25'
Submersible electric pump 7 2" 5 HP 172 gpm
John Deere portable pump 1 2"
GR silent pump 1 6" 850 gpm @ 98'head
John Deere loader/backhoe 2
Volvo LoaderBackhoe 1
Ford loader/backhoe 1
Tractor/bushhog Kubota 1 1
Jet Vac Sewer cleaner 1
Ques TV van 1
Oil spill kit 1 2
SRECO flexible sewer rod 1 1 1
By-pass pipe 100'@ 4" 4"
Vacuum truck 1
24"to 48"sewer plug 1
8"sewer plug 2
10"sewer plug 2 1
12"sewer plug 2
15"sewer plug I
18"sewer plug 1
21"sewer plug 1
24:sewer plug 1
Sand 16 tons
Sand bags
Pit gravel 75-100 tons
Lime
Lift stations 6 6 lift stations
Gaston NC 48 1 20 HP 600 gpm @ 85' Smith Loveless
Gaston NC 46 1 15 HP 140 gpm©80' Smith Loveless
Greenbrier 1 20 HP 215 gpm©92' ABS
Belmont 1 7.5 HP 220 gpm @ 42' Smith Loveless
Rochelle Court 1 3 HP 190 gpm©25' Smith Loveless
Old Emporia Rd. 1 3 HP 150 gpm @ 15' Myers
Dump trucks 3

Ditch shoring
Fixed 2 213'X6'X6' add 2'legs
Hydraulic 6 6'
Hydraulic 6 2
Lindsay Air Compressure 2
Airman Air Compresure 1
SSO/Spill Response_Inventory_E_ist "A"

ROANOKE RAPIDS SANITARY DISTRICT
COLLECTION SYSTEM SPILL RESPONSE PLAN
CONTRACTOR CALL BOARD
Attachment B
Mr. John Rightmyer Mr. Freddie Hudson, Sales Rep.
Rightmyer Machine Rentals Xylem Dewatering(dba Godwin Pumps)
497 HWY 48 3733 Conquest Dr.
Roanoke Rapids,NC 27870 Garner,NC 27529
[phone] (W) [phone] (W)
CONTACT: Gil Watson [phone] (F)
CONTACT: Freddie Hudson [phone] (C)
Mr. Tommy Rightmyer Mr. Marshall Puryear, Technical Services Mgr
Ralph Hodge Construction, Inc. Synagro
2016 Beeler Rd. South 284 Boger Road
Wilson,NC 27893 Mocksville,NC 27028
[phone] (W) [phone] (W)
[phone] (C) [phone] (F)
CONTACT: James Walker(252)308-3165 (C)
Ms Reba Allen, Acting Director
Halifax County Public Utilities
P. O. Box 70
Halifax,NC 27839
[phone] (W)
CONTACT: Bernard Pitchford [phone](C)
Mr. Jason Morris,Director
Northampton County Public Works
P. O. Box 68
Jackson,NC 27845
[phone] x 307 (W)
CONTACT: Chris Wheeler(252) 532-6327 (C)
Mr. Larry Chalker, Director
City of Roanoke Rapids Public Works
P. O. Box 38
Roanoke Rapids,NC 27870
[phone] (W)
[phone] (C)
CONTACT: Danny Acree [phone] (C)

•
P.O.Box 308
E 4 1000 Jackson Street
Rung RnpiO3,NCL7070
`- Roanoke Rapids Sanitary' District [phone]
74. L�LJ Fax: [phone]
✓?, $� www.rrsd.ors,
CRY DSS
January 3,2014
Mr. John Rightmyer
Rightmyer Machine Rentals
497 IVY 48
Roanoke Rapids,NC 27870
Dear Mr.Rightmyer:
The State of North Carolina requires wastewater systems to maintain procedures for
reducing sewer system overflows. These procedures would include implementation of an
operation and maintenance program that would ensure adequate response to spills and
overflows.
Adequate response would include the personnel,equipment,and other resources that are
available for mobilization in the event of an emergency. Resources should also include
other municipal staff and contractors that could be contacted if additional personnel or
equipment is required.
The District would like to include Rightmyer Machine Rentals on its list of organizations
that could be mobilized to assist District staff during an emergency situation. The
District would reimburse your company for any expenses incurred.
To indicate your willingness to participate in this program please execute the attached
letter and return to me at your earliest convenience. Should there be any questions about
this matter,please do not hesitate to contact me.
Very truly yours,
Roanoke Rapids Sanitary District
R.Danieley Bros; ,P. E.
Chief Executive fficer
Rightmyer Machine Rentals
As;de
///51
Si ature—Authorized R sentative title date

P.Q.Box 308
01" R.p� 1000 Jackson Street
o f� Roanoke Rapids,NC 27870
[phone]
Roanoke Rapids Sanitary District Fax: [phone]
www.rrsd.org
January 3,2014
Mr.Tommy Rightmyer
Ralph Hodge Construction
2016 Beeler Rd. South
Wilson,NC 27893
Dear Mr.Rightmyer:
The State of North Carolina requires wastewater systems to maintain procedures for
reducing sewer system overflows. These procedures would include implementation of an
operation and maintenance program that would ensure adequate response to spills and
overflows.
Adequate response would include the personnel,equipment,and other resources that are
available for mobilization in the event of an emergency. Resources should also include
other municipal staff and contractors that could be contacted if additional personnel or
equipment is required.
The District would like to include Ralph Hodge Construction on its list of organisations
that could be mobilized to assist District staff during an emergency situation. The
District would reimburse your company for any expenses incurred. :l
To indicate your willingness to participate in this program please execute the attached
letter and return to me at your earliest convenience. Should there be any questions about
this matter,please do not hesitate to contact me.
Very truly yours,
Roanoke Rapids Sanitary District
R.Danieley Brow ,P.E.
Chief Executive Officer
Ralph Hodge Construction
Signature-Authorized Representative title date
� P
Rye..• (") K1b�

QgF41.4
P.O.Box308
; WOO Jackson Street
_ Roanoke R:122ids,NC 27870
U MHO : Roanoke Rapids Sanitary District 52}537-9I3774,. k) Fax52}537-30fi4
l"'CRY MS'
. www.rrsd.org
January 3,2014
Ms.Reba Allen,Acting Director
Halifax County Public Utilities
P. O. Box 70
Halifax,NC 27839
Dear Ms.Allen:
The State of North Carolina requires wastewater systems to maintain procedures for
reducing sewer system overflows. These procedures would include implementation of an
operation and maintenance program that would ensure adequate response to spills and
overflows.
Adequate response would include the personnel;equipment,and other resources that are
available for mobilization in the event of an emergency. Resources should also include
other municipal staff and contractors that could be contacted if additional personnel or
equipment is required.
The District would like to include Halifax County Public Utilities on its list of
organizations that could be mobilized to assist District staff during an emergency
situation. The District would reimburse your company for any expenses incurred.
To indicate your willingness to participate in this program please execute the attached
letter and return to me at your earliest convenience. Should there be any questions about
this matter,please do not hesitate to contact me.
Very truly yours,
Roanoke Rapids Sanitary District
ieQ ' d -g-i., . .
R.Danieley Bros ,P.E.
Chief Executive Officer
Halifax County Public Utilities
c7e---4-2 - &-&-e-x...., .724-7-er(ilk. —1)/r.eci-0.6
661
Sitmatur�—Authorized Representative title / /02
date

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P.O.Box 308
COKE 10003ack;CoStreet
*DN Roanoke Rapids, 27870
® (25Z)537A137
®II Roanoke Rapids Sanitary District Fax: [phone]
www.rrsd.org
4RY vis-1
January 3,2014
Mr. Larry Chalker,Director
City of Roanoke Rapids Public Works
P. 0. Box 38
Roanoke Rapids,NC 27870.
Dear Mr.Chalker:
The State of North Carolina requires wastewater systems to maintain procedures for
reducing sewer system overflows. These procedures would include implementation of an
operation and maintenance program that would ensure adequate response to spills and
overflows.
Adequate response would include the personnel,equipment,and other resources that are
available for mobilization in the event of an emergency. Resources should also include
other municipal staff and contractors that could be contacted if additional personnel or
equipment is required.
The District would like to include City of Roanoke Rapids Public Works on its list of
organizations that could be mobilized to assist District staff during an emergency
situation. The District would reimburse your company for any expenses incurred.
To indicate your willingness to participate in this program please execute the attached
letter and return to me at your earliest convenience. Should there be any questions about
this matter,please do not hesitate to contact me.
Very truly yours,
Roanoke Rapids Sanitary District
1
R. Danieley Bro ,P.E.
Chief Executive Officer
City f Roanoke R ids Public Works
� 1
ature— ,utho d Representative title d e
tusPe+,;tissacmrtaal Brat oz

lem
Let's Solve Water
Dewatering Solutions
3733 Conquest Dr,Garner, NC 27529
Tel [phone] Fax [phone]
1-17-14
Mr. Gregg Wilson
Roanoke Rapids Sanitary District
Roanoke Rapids,NC
Re: Emergency Response Provider
Mr.Wilson,
Xylem Dewatering(dba Godwin Pumps)is pleased to agree to be the emergency contact
and provider to your company during any storm related events.We can provide emergency
pumps,generators,and light towers based on availability and need to your local area.Exact
delivery times may vary depending upon location of equipment needed at the time and will
be delivered to your site(s) on an as needed basis.An exact time of the delivery of the
equipment also depends on exact road and weather conditions to your location at the time
of need.
Please review and feel free to call me with any questions or if you need additional
information.
Thank you,
Freddie Hudson
Sales Representative
godwin ul

P.Q.Box 308
flaooJackson Street
dK E R�,a Roanoke Rapids,NC 27870
� '' Roanoke Rapids Sanitary District (2�2)S37s3137
Fax: [phone]
WWA trsd.o.ra
��rT 1
•
rRr u►s
January 21,2014
Mr. Marshall Puryear •
Synagro
284 Boger Road •
Mocksville,NC 27028
Dear Mr.Puryear:
The State of North Carolina requires wastewater systems to maintain procedures for
1 reducing sewer system overflows. These procedures would include implementation. of an
operation and maintenance program that would ensure adequate response to spills and
overflows.
Adequate response would include the personnel,equipment,and other resources that are
available for mobilization in the event of an emergency. Resources should also include
other municipal staff and contractors that could be contacted if additional personnel or
equipment is required.
The District would like to include Synagro on its list of organizations that could be
mobilized to assist District staff during an emergency situation. The District would
reimburse your company for any expenses incurred.
To indicate your willingness to participate in this program please execute the attached
letter and return to me at your earliest convenience. Should there be any questions about
this matter,please do not hesitate to contact me.
Very truly yours;
Roanoke Rapid.s.�Sanitary District
1 •F ,/
R..Dth iel.ey Br© vn.P. E.
Chief Dxecutiti d'Oficer •
Synagro. •
'.19,/ --,. •
" .
,. ......... .
_...,. _.,.,„ 1____
S mawre•, u hori'ed Re.pr..en..t'i.-e
till. i date
aCSPortASd1Ctnnadradratiatatatvaae

EMERGENCY PHONE NUMBERS
Roanoke Rapids Sanitary District Coordinator
Justin Blackmon (Personal: 252-308-5863 252-885-0556
OUTSIDE AGENCIES
Fire 911
EMS (Ambulance) 911
Police 911
Roanoe Rapids Fire Dept. 533-2880
Roanoke Valley Rescue Squad 537-7181
Roanoke Rapids Police Dept. 533-2810
Halifax Central Non-Emergency 252-583-8521
Halifax County Emergency Mgmt. Agency 252-583-2031
National Response Center 800-424-8802
Halifax Regional Medical Center 252-535-8011
NC Emergency Response Commission 919-733-3942
Dominion NC Power 866-366-4357
CenturyLink Telephone [phone]
Piedmont Natural Gas 800-275-6264
Halifax Works 252-535-8463
NC Dept of Environment and Natural
Resources (Public Water & Water Quality) 919-791-4200
Poison Control 800-222-1222
Roanoke Rapids Salary District Mana meat i
Dan Brown, CEO (Home: 252-537-9593) 252-885-0553
Thomas C. Wrenn, Finance Director 252-308-2942
Justin Blackmon, Engineer/Safety Officer 252-885-0556
Gregg Wilson, WTP ORC 252-532-1744
Jeff Wright, WTP Maint. 252-326-1154
David Scott, D&C ORC 252-885-0566
Wes Deaton, Asst. D&C ORC 252-885-1758
Steven Ellis, WWTP ORC 252-885-0166
Andy Alston, WWTP Maint. 252-467-5505