WQCS00033_Renewal (Application)_20221024

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ELIZABETH S.BISER
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Secretary s
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director - Environmental Quality
October 24, 2022
City of Mount Airy
Attn: Stan Farmer, City Manager
440 E Pine St
Mount Airy, NC 27030
Subject: Permit Renewal
Application No. WQCS00033
Mount Airy Collection System
Surry County
Dear Applicant:
The Water Quality Permitting Section acknowledges the October 24, 2022, receipt of your permit renewal application and
supporting documentation. Your application will be assigned to a permit writer within the Section's Non-discharge
permitting branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit.The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deo.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.
Sincerely,
xekt-zPiii
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
cc: Ricky Dean, Utilities Supervisor
ec: WQPS Laserfiche File w/application
DECO
North Carolina Departmept of Environmental Quality I Division of Water Resources
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North Carolina 27105
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COLLECTION SYSTEM PERMIT RENEWAL 2022

. State of North Carolina
DW R Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0400—SYSTEM-WIDE WASTEWATER COLLECTION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16&SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System-wide Collection System Permitting website:
General —When submitting an application to the Municipal Permitting Unit, please use the following instructions as a
checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided
boxes will help produce a quicker review time and reduce the amount of requested additional information.
The Applicant shall submit one original and one copy of the application and supporting documentation.
The copy may be submitted in digital format.
A. Cover Letter
® Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
➢ No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
➢ The appropriate annual fee for systemwide wastewater collection system permits may be found at:
➢ Annual Non-Discharge Fees
C. System-Wide Wastewater Collection System(FORM: CSA 04-16)Application:
® Submit the completed and appropriately executed System-wide Wastewater Collection System(FORM: CSA 04-
16) application. Any unauthorized content changes to this form shall result in the application package being
returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long
as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Section I.3 is a Privately-Owned Public Utility, provide the Certificate of Public
Convenience and Necessity(CPCN)from the North Carolina Utilities Commission demonstrating the Applicant is
authorized to hold the utility franchise for the area to be served by the wastewater collection system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area
or that franchise approval is expected.
❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina Secretary of State.
D. General Information:
➢ The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page in
accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated
as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T
.0106(b).
> NOTE - Public Works Directors are not authorized to sign this permit application, according to the rule,
unless they are formally delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 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)
• 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):City of Mount Airy
2. Facility Information: Name: City of Mount Airy Collection System Permit No.:WQCS00033
3. Applicant type: ®Municipal Cl State ❑Privately-Owned Public Utility
❑County ❑Other:
4. Signature authority's name: Stan Farmer per 15A NCAC 02T.0106(b)
Title: City Manager
5. Applicant's mailing address:PO Box 70
City:Mount Airy State:NC Zip: 27030-
6. Applicant's contact information:
Phone number: [phone] Fax number: [phone] Email address: [e-mail]
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name:Ricky Dean
2. Title/Affiliation:Utilities Maintenance Supervisor
3. Contact's mailing address:440 East Pine St
4. City:Mount Airy State:NC Zip: 27030-
5. Contact's information:
Phone number: [phone] Fax number: [phone] Email address: [e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑New ®Renewal
2. County System is located in: Surry_County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s): City of Mount Airy
4. WWTF Permit Number(s): NC0021121
• 5. What is the wastewater type? 89%Domestic or 11 %Industrial(See 15A NCAC 02T.0103(20))
Is there a Pretreatment Program in effect? ®Yes or El No
6. Wastewater flow: 1.4 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 7 MGD
8. Explain how the wastewater flow was determined: ® 15A NCAC 02T.0114 or❑ Representative Data
9. Population served by the collection system: 11,000
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 147(miles)
Force Main 10.4(miles)
Vacuum Sewer 0(miles)
Pressure Sewer 0(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 4
3. Submit a list of all major(i.e.not simplex pump station serving a single family home)pump stations. Include the following
information:
➢ Pump Station Name
> Physical Location
➢ Alarm Type(i.e.audible,visual,telemetry, SCADA)
➢ Pump Reliability(Can convey peak hourly wastewater flow with largest single pump out of service)
➢ Reliability Source(permanent/portable generator,portable pumps)
➢ Capacity of Station(Pump Station Capacity in GPM)
4. Submit a list of all high priority lines according per 15A NCAC 02T .0402(2)known to exist in the collection system. Head
the list with"Attachment A for Condition V(4)"and include the system name.
> Use the same line identification regularly used by the applicant
> Indicate type of high priority line(i.e.aerial),material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
The City of Mount Airy Collection System is operated and maintained by the Utilities Maintenance Division.
We have two four men crews that handles all collections systems operations.Crews are on call 24 hours a day 7 days a
week..
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Ricky Dean Certification Number: 987503
Back-Up ORC Name: Jimmy Hodges Certification Number:990695
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: $200,000
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $
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)
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? /1 Yes or❑No
4. If Yes,submit a copy of the pump station contingency plan or see table 6 below.
collection system mapcurrentlyin place? Yes or No
5. Is a comprehensive ❑
Y
6. Submit a submit a copy of the collection system map(CD or hardcopy)or indicate a schedule for completion
7. Thoroughly read and review the System-Wide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Current If no,Indicate a Typical
Permit Condition Compliance Compliance
Compliance? Date Schedule
I(4)—Grease ordinance with legal authority to inspect/enforce ®Yes ❑No 12:18 mo.
I(5)— Grease inspection and enforcement program ®Yes ❑No 12—18 mo.
I(6)—Three to five year current Capital Improvement Plan. ®Yes ❑No 12—18 mo.
I(8)—Pump station contingency plan ®Yes ❑No 3 mo.
I(9)—Pump station identification signs. ®Yes ❑No 3 mo.
I(11)—Functional and conspicuous audible and visual alarms. ®Yes ❑No 3—6 mo.
II(5)—Spare pumps for any station where one pump cannot
handle peak flows alone(in a duplex station,the 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 ®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, Stan Farmer attest that this application for City of Mount Airy
(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 civil penalties up to$25,000 per v. tion.
Signature: Date:
/0/0 /
APPLICATION CSA 04-16 Page 5 of 5

•
City of Mount Airy
Sanitary Sewer Collection System Overview
Overview:
The Sanitary Sewer Collection System(CS) is comprised of 147 miles of gravity sanitary sewer line constructed
of various materials i.e. vitrified clay(VC), cast iron(CIP), ductile iron(DIP),polyvinyl chloride(PVC), and
standard diameter ration(SDR) [26 and 35] pipe.
The gravity system dates back to the early 1920s with VC pipe and brick manhole and throughout the years the
system components have transitioned to concrete precast manhole and SDR pipe.
The Sanitary Sewer Collection System(CS) is also comprised of 10.4 miles of forced sewer mains from the lift
stations.
Design:
The City's system design basics are as follows: 8"or greater main sewer lines, concrete manholes, service
laterals or 4"PVC or greater with a double sweep clean out at the right of way. The clean out caps are flush
with the surface with a metallic insert for locating.
Gravity: The majority of the system is gravity, and is mainly located within two river basins utilizing the low
points of each basin to provide sufficient drainage.
Lift Station:
The gravity system has four lift stations (LS)that pump into it; 601 Lift Station, Airport Lift Station, Laurel
Spring Lift Station and West Pine Street Lift Station.
Operation and Maintenance:
The Utilities Maintenance Division(UMD)maintains the collection system, i.e. installing new services,
repairing existing services, installing main lines and repairing existing main lines,jetting/cleaning main lines
and service lines, CCTV of all service lines and main lines,perform visual inspections of ROW,high priority
lines, general observation, and odor complaints.
The UMD is made up of 1 supervisor and 2 crews containing 1 crew leader, and 3 crew members. These crews
are also responsible for the water distribution system maintenance. The UMD has 2 crew trucks which are
equipped with various tools and supplies to respond to any issue with the CS. The crew leader and crew are on
call 24/7 to respond after hours to blockages, S SOs, or any other issues. The crews rotate weeks of being on
call. However, in the event of an SSO,the crew leader will contact the closet crew members for a quicker
response(see ERP).
The UMD also has a Jet Vac truck combo, Jet truck, a jet trailer, CCTV van along with 2 back hoes, 1 track
mini hoe, 2 dump trucks and other support vehicles, (4x4 pick-ups, 4x4 tractors, ATVs).
Supplies:
The UMD maintains a large amount of supplies for repair, new installations, emergency response, and clean up.
ORC:
The primary ORC is Ricky Dean,Utilities Maintenance Supervisor whom holds a Grade IV Collection System
Certification by the NC Water Pollution Control System Operators Certification Commission.

Rights of Ways (ROW):
The UMD budgets $30,000 annually to mow CS ROWs in the winter which is done by a contractor. The UMD
budgets $10,800 annually for spraying which is done by a contractor. The contractor that does the spraying,
sprays everything that was mowed with herbicide to deter brushy growth. The City tries to mow and treat 1/3 of
the system per year, with treatments warrantied for 3 years.
Root Control:
The City of Mount Airy hires a contractor to treat roughly 10,000 feet of sewer mains for root intrusion. This is
an annual cost of$17,500. 00 and holds a 3-year warranty as well.
Mapping:
The City of Mount Airy has an exclusive digital map of the collection system. The City also has various other
maps and construction drawings housed at the Public Works Department. All of the lines and supporting
infrastructure have been GPS located and mapped on the main City server.
Back Up ORCs:
Jimmy Hodges holds - Grade IV Collection Certification by the NC Water Pollution Control System Operators
Certification Commission.
Other Certification holders:
Daniel Jefferson Grade II—986859
Lorne Stanley Grade I—987352
Danny Draughn Grade I—992286
Ricky Hiatt Grade II - 1008413

\
UMD
Supervisor
\ \
I I I I
1 1 Cross 1
UMD UMD Meter Connection UMD
Crew Leader Reader Control Crew Leader
Technician
\ \ \ \ \ \ \
UMD UMD UMD UMD UMD UMD
Crew Crew Crew Crew Crew Crew
\ Member \ Member } \ Member / \Member \ \ Member \ Member\

IV.3 Pump Stations
The City currently has 4 sewer lift stations:
• 601 Lift Station— 159 Waters Edge Trl (US HWY 601 near Stewarts Creek)
o Duplex 54 Hp Gorman Rupp Submersible pumps
o Permanent Generator
o SCDA
o Visible and Audible alarms
o Identification Sign
o Secured
o All Weather Access Road
• Airport Lift Station—455 Airport Rd (US HWY 52 @ Airport)
o Duplex 54 Hp Gorman Rupp Submersible pumps
o Permanent Generator
o SCDA
o Visible and Audible alarms
o Identification Sign
o Secured
o All Weather Access Road
• Laurel Springs Lift Station— 1062 Laurel Springs Church Rd
o Duplex 50 Hp Gorman Rupp Submersible pumps
o Permanent Generator
o Auto Dialer SCDA
o Identification Signs
o Secured
o All Weather Access Road
• West Pine Lift Station— 140 Sykes Dairy Rd
o Duplex 75 Hp Gorman Rupp above ground pumps
o Permanent Generator
o Auto Dialer SCDA
o Identification Signs
o Secured
o All Weather Access Road
The first two of these LSs are monitored with SCDA systems, which reports to the Wastewater Treatment
Facility. The UMD inspects the LS weekly and responds to any alarms or issues.
The second two have auto dialer SCDA that dial Police Station first, then WWTP.

IV.4 High Priority Lines
The City UMD has designated all the HP lines and listed them by river basin. These are checked semi-annually
and the list is updated yearly for correction. List below: (also see attached maps)
Ararat River Outfall
Unnamed tributary @ Riverside Dr and Fulton
East Jackson Rd to Linville Rd
Railroad trestle to Hamburg St
S. Main St to WWTP
Woltz St to WWTP
Feeders to Ararat River Outfall
Springs Rd
School Rd to Springs Rd
Jones
Jackson St to Aims Ave
Jackson St to Madison Ave
Cynthia Dr to Madison Ave
E. Oakdale St to Old Springs Rd
Robin Rd to Woodbury Ln to Riverside Dr
Linville Rd to Hunter Dr to Ararat River Outfall
North St to E Poplar St to Linville Rd Line
North St along RR to Linville Rd line
Kyle St. to Ararat River Outfall
Bluff St to Ararat River Outfall
Broad St to Culbert St to Ararat River Outfall
STAPLES to Brooklen Ave and Woltz St
Meadowstone Ln to W. Fairfield DR
W. Devon to US 52
E. Devon to US 52
Pike Electric to Airport Lift Station
Lovills Creek Outfall (EAST)
Cross Creek Country Club @ Clubhouse
Joyce St to Fairway Ln
Mount Airy Country Club to W. Oakdale St
Dogwood Rd. to W. Lebanon St
West St. to Mt Airy Iron and Metal
Old Rainbow Supply to Independence Blvd
Feeders to Lovills Creek Outfall (EAST)
Wnycrest Ter to Greenhill Rd
Pine Knoll Dr. to Cross Creek Dr
Montclair Dr to Greenbriar St
Hal Brownfield line to Lovills Creek
Inman Cir to Outfall
Anna Way to Inman Circle line
Katie Ln to Inman Circle line
Country Club Rd to Foxcroft
Mitchell St to W. Lebanon St

Willow St to Outfall
South St to Lovills Creek
Worth Honda to W Pine St
Dixie St to McCargo to Franklin St
Factory St(old Furniture Factory) to Lovills Creek
Factory St to Worth St
Worth St to Lovills Creek
Old Dixie Concrete Outfall
US52 to Outfall
Rockford St to Carter St
Lovills Creek Outfall (WEST)
Greenhill Rd to Cross Creek Country Club Maint shed
Cross Creek Country Club to Allred Mill Rd
Frederick St(farm)to Independence
Independence to Rockford St
Feeders to Lovills Creek (WEST)
Tumbling Rock Creek Boggs Dr. to Westlake
LS Starrett Buildings to Boggs Dr
Renfro Buildings to Boggs Dr
Galax Trl down to Westlake Dr at Creek
Tumbling Rock Creek @ Westlake Dr to US 52 below Elks Lodge
Hickory St to US 52
Hickory St(welding Supply) to Tumbling Rock
Interlam to Tumbling Rock Creek
Pine Ter to Fowler Rd
Gordon St to Frederick St
Witt to Outfall
Mt. Airy Lanes to Witt St line
Allred Mill Rd to Outfall
Maple Dr dead-end to Bluemont Rd to US 52 S
Franklin Elem. School to Snowhill Dr
Mount View Dr to US 52 S
Strip Mall on US 52 S to Wendy's
STAPLES to Carter St
WAL-MART
Stewart's Creek Outfall
Kester Sink's bottom(old airport) to 601 Lift Station
Feeders to Stewart's Creek Outfall
Meadowview Middle School line to Outfall
line
Backside of PTW Ind. Park along creek to Outfall line
Mayberry Learning Center(PTW) along creek to Outfall
line
Mayberry Campground under US 601 to Mayberry Learning Center line

CITY OF MOUNT AIRY
BUDGET
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PREPARED 06/24/22, 12:24:14 BUDGET PREPARATION WORKSHEET PAGE 7
PROGRAM GM601L FOR FISCAL YEAR 2023 ACCOUNTING PERIOD 01/202
SECTION 11: WATER AND SEWER FUND APPROPRIATIONS (DETAIL VIEW)
2021-22 2021-22 2022-23 2022-23
2020-21 ADJUSTED YTD ACTUAL/ DEPARTMENT MANAGER'S 2022-23
ACCOUNT NUMBER ACCOUNT DESCRIPTION ACTUALS BUDGET ENCUMB REQUESTS RECOMMENDATION BDGT ORD
FUND 210 WATER AND SEWER FUND
DEPT 60 PUBLIC WORKS
DIV 70 UTILITIES MAINTENANCE
PERSONNEL
210-6070-526.10-10 REGULAR EMPLOYEES 333,368 359,384 348,090 369,547 369,547 369,547
LEVEL TEXT TEXT AMT
395 AUTHORIZATION FOR 11 FULL-TIME POSITIONS
CURRENT ALLOCATION OF AUTHORIZED POSITIONS AS
FOLLOWS:
EXISTING POSITIONS
1 WATER & SEWER MAINTENANCE SUPERVISOR
2 WATER & SEWER MAINTENANCE CREW LEADERS
2 MUNICIPAL SERVICE WORKER III
4 MUNICIPAL SERVICE WORKER I
1 CROSS CONNECTION TECHNICIAN
1 METER READER
210-6070-526.10-30 OVERTIME 6,077 10,099 3,801 10,000 15,001 15,001
210-6070-526.15-10 FICA TAXES 20,854 22,684 21,651 23,472 24,044 24,044
210-6070-526.15-12 MEDICARE TAXES 4,897 5,305 5,063 5,490 5,624 5,624
210-6070-526.15-20 RETIREMENT - LGERS 35,195 41,951 40,503 46,532 47,146 47,146
210-6070-526.15-30 GROUP INSURANCE 90,760 112,309 101,000 117,786 109,735 109,735
210-6070-526.15-40 UNEMPLOYMENT COMPENSATION 0 1,823 0 607 616 616
210-6070-526.15-50 WORKERS COMPENSATION 8,874 8,631 8,994 12,095 10,263 10,263
• PERSONNEL 500,025 562,186 529,102 585,529 581,976 581,976
OTHER SERVICES & SUPPLIES
210-6070-526.20-20 PROFESSIONAL SERVICES 830 4,750 4,628 4,100 4,100 4,100
LEVEL TEXT TEXT AMT
395 ° 11 PHYSICALS @$100 1,100 °
6 RANDOM DRUG TESTS @$50 300
5 HEPATITIS SHOTS @ $60/EA 300
2 ANNUAL RAILROAD PERMITS @$1200/EA 2,400
4,100
210-6070-526.20-30 TECHNICAL SERVICES 36,569 65,000 58,677 55,000 55,000 55,000
LEVEL TEXT TEXT AMT
395 LARGE METER TESTING & CALIBRATION 4,000
CONTRACT LOCATING SERVICE 50,000
CRANE SERVICE INSPECTION @ PUMP STATIONS $500 X 2 1,000
55,000

PREPARED 06/24/22, 12:24:14 BUDGET PREPARATION WORKSHEET PAGE 8
PROGRAM GM601L FOR FISCAL YEAR 2023 ACCOUNTING PERIOD 01/202
SECTION 11: WATER AND SEWER FUND APPROPRIATIONS (DETAIL VIEW)
2021-22 2021-22 2022-23 2022-23
2020-21 ADJUSTED YTD ACTUAL/ DEPARTMENT MANAGER'S 2022-23
ACCOUNT NUMBER ACCOUNT DESCRIPTION ACTUALS BUDGET ENCUMB REQUESTS RECOMMENDATION BDGT ORD
FUND 210 WATER AND SEWER FUND
DEPT 60 PUBLIC WORKS
DIV 70 UTILITIES MAINTENANCE
OTHER SERVICES & SUPPLIES
210-6070-526.22-20 CLEANING SERVICES 54,391 41,850 40,000 58,300 58,300 58,300
LEVEL TEXT TEXT AMT
395 SPRAY SEWER LINE RIGHTS-OF-WAY AS FOLLOWS:
40,000 FEET/YR @$.27/FT 10,800
SEWER LINE ROOT CONTROL AS FOLLOWS:
10,000 FEET/YR @$1.75/FT 17,500
MOW SEWER LINE RIGHTS-OF-WAY AS FOLLOWS:
40,000 FEET/YR @$0.75/FT 30,000
58,300
210-6070-526.22-34 EQUIPMENT REPAIR & MAINT 5,865 37,300 34,340 17,100 17,100 17,100
LEVEL TEXT TEXT AMT
395 PUMP PARTS 1,000
TAPPING MACHINE & BORING MACHINE PARTS 2,000
JE1 MACHINE PARTS 2,500
LIFT STATION PARTS 2,000
ASPHALT, CONCRETE AND PIPE SAW BLADES 4 @$350/EA 1,400
SEWER CAMERA PARTS 2,000
METER READING EQUIPMENT 700
YEARLY BACKHOE SERVICE 2@$250 500
TIRES FOR BACKHOE 2@$500 1,000
EQUIPMENT IS AS FOLLOWS:
2004 JOHN DEERE BACKHOE
2006 JOHN DEERE BACKHOE
1991 SEWER JET MACHINE
AIR COMPRESSOR
2016 JOHN DEERE MINI-HOE
2018 JOHN DEER GATOR •
GENERATOR SERVICE CONTRACT 4X $1000/EA 4,000
17,100
210-6070-526.22-36 AUTOMOTIVE REPAIR & MAINT 7,666 16,100 15,753 14,000 14,000 14,000
LEVEL TEXT TEXT AMT
395 TIRES FOR CREW PICKUPS -2 @$500 1,000
TIRES FOR METER TRUCK 2@$500 1,000
REPLACE TARP SYSTEM FOR DUMP TRUCK -1 @$1000 1,000
TIRES FOR DUMP TRUCK -6@$300 1,800
MISCELLANEOUS SUPPLIES INCLUDING:
OIL, BATTERIES, ANTI-FREEZE, BULBS, PARTS 9,200
SUPPLIES ARE FOR VEHICLES LISTED BELOW:

PREPARED 06/24/22, 12:24:14 BUDGET PREPARATION WORKSHEET PAGE 9
PROGRAM GM601L FOR FISCAL YEAR 2023 ACCOUNTING PERIOD 01/202
SECTION 11: WATER AND SEWER FUND APPROPRIATIONS (DETAIL VIEW)
2021-22 2021-22 2022-23 2022-23
2020-21 ADJUSTED YTD ACTUAL/ DEPARTMENT MANAGERS 2022-23
ACCOUNT NUMBER ACCOUNT DESCRIPTION ACTUALS BUDGET ENCUMB REQUESTS RECOMMENDATION BDGT ORD
FUND 210 WATER AND SEWER FUND
DEPT 60 PUBLIC WORKS
DIV 70 UTILITIES MAINTENANCE
OTHER SERVICES & SUPPLIES
1999 VAl1UR JKr1ING TRUCK
2006 CHEVROLET DUMP TRUCK
2009 FORD F750 7500 DUMP TRUCK
2001 FORD F-350 CREW CAR (TRUCK 41)
1999 CHEVROLET VAN (CAMERA TRUCK)
2013 FORD F-350 CREW CAB(TRUCK 42)
2005 FORD F-150 (SUPERVISOR)
2005 FORD F-150 (CROSS CONNECTION)
2013 FORD F-150 (METER READER)
2015 VALJUR JET TRUCK
14,000
210-6070-526.22-38 W&5 LINE REPAIR & MAINT 141,239 140,900 137,331 175,000 175,000 175,000
LEVEL TEXT TEXT AMT
395 MAINTENANCE & REPAIR TO WATER & SEWER LINES:
VARIOUS SIZE METERS 8,500
HYDRANTS 22,000
ASSORTED VALVES & PARTS 20,000
COPPER FITTINGS AND TUBING, ETC 10,000
D.I.P. PIPE FOR STOCK (6" THROUGH 12") 25,000
ASSORTED FITTINGS, ADAPTORS, LUGS, TAPS, NIPPLES, 13,000
COUPLINGS, BOLTS, WASHERS, CLAMPS, ETC.
REPAIR CLAMPS, CORPORATION STOPS, METER STOPS, 22,500
CUT-OFFS AND OTHER FITTINGS FOR REPAIRS
PVC PIPE (VARIOUS SIZES) 24,000
PRV PARTS 5,000
STONE FOR BACKFILL 5,000
UTILITY CUT REPAIR - ASPHALT 15,000
•
UTILITY CUT REPAIR - CONCRETE 5,000
175,000
210-6070-526.22-42 RENTAL OF EQUIP & VEHICLE 0 0 0 1,500 1,500 1,500
LEVEL TEXT TEXT AMT
395 RENTAL OF PUMPS, GENERATORS, HAMMER DRILLS AND 1,500
OTHER EQUIMENT AS NEEDED
1,500
210-6070-526.24-10 INSURANCE 6,526 10,110 6,216 12,200 12,200 12,200
LEVEL TEXT TEXT AMT
395 PORTION OF CITY PROPERTY & LIABILITY INSURANCE

PREPARED 06/24/22, 12:24:14 BUDGET PREPARATION WORKSHEET PAGE 10
PROGRAM GM601L FOR FISCAL YEAR 2023 ACCOUNTING PERIOD 01/202
SECTION 11: WATER AND SEWER FUND APPROPRIATIONS (DETAIL VIEW)
2021-22 2021-22 2022-23 2022-23
2020-21 ADJUSTED YTD ACTUAL/ DEPARTMENT MANAGER'S 2022-23
ACCOUNT NUMBER ACCOUNT DESCRIPTION ACTUALS BUDGET ENCUMB REQUESTS RECOMMENDATION BDGT ORD
FUND 210 WATER AND SEWER FUND
DEPT 60 PUBLIC WORKS
DIV 70 UTILITIES MAINTENANCE
OTHER SERVICES & SUPPLIES
ALLOCATED TO UTILITIES MAINTENANCE DIVISION 7,200
PROVISION FOR P&L INSURANCE DEDUCTIBLE
1 X $5,000 5,000
12,200
210-6070-526.24-20 COMMUNICATIONS 10,763 11,692 7,223 12,331 12,331 12,331
LEVEL TEXT TEXT ANT
395 NETWORKING SERVICES 999
VOICE SERVICES 892
CELLULAR SERVICE/DATA 7,080
VIPER RADIO ANNUAL MAINTENANCE 900
VEHICLE GPS 900
2 SEWER LIFT STATIONS(LAURE SPRINGS & SYKES DARIY) 1,560
12,331
210-6070-526.24-30 ADVERTISING 0 0 0 600 600 600
LEVEL TEXT TEXT AMT
395 PUBLIC NOTICES 600
600
210-6070-526.24-40 PRINTING AND BINDING 285 1,200 999 900 900 900
LEVEL TEXT TEXT AMT
395 HI-ANNUAL FOG FLIERS 600
ANNUAL METER TAMPERING FLIERS 300
900
210-6070-526.24-50 TRAINING AND TRAVEL 173 4,350 2,445 7,650 7,650 7,650
LEVEL TEXT TEXT AMT
395 4 WATER CERTIFICATION CLASSES @ $150/EA 600
4 SEWER CERTIFICATION CLASSES @ $150/EA 600
10 SAFETY CLASSES @$100/EA 1,000
3 CROSS-CONNECTION CLASSES @$150 450
TOKAY TRAINING 1,000
2 CDL CLASSES @ $2000/EA 4,000
7,650
210-6070-526.24-60 DUES AND SUBSCRIPTIONS 3,124 4,000 2,929 4,000 4,000 4,000
LEVEL TEXT TEXT AMT

•
PREPARED 06/24/22, 12:24:14 BUDGET PREPARATION WORKSHEET PAGE 11
PROGRAM GM601L FOR FISCAL YEAR 2023 ACCOUNTING PERIOD 01/202
SECTION 11: WATER AND SEWER FUND APPROPRIATIONS (DETAIL VIEW)
2021-22 2021-22 2022-23 2022-23
2020-21 ADJUSTED YTD ACTUAL/ DEPARTMENT MANAGER'S 2022-23
ACCOUNT NUMBER ACCOUNT DESCRIPTION ACTUALS BUDGET ENCUMB REQUESTS RECOMMENDATION BDGT ORD
FUND 210 WATER AND SEWER FUND
DEPT 60 PUBLIC WORKS
DIV 70 UTILITIES MAINTENANCE
OTHER SERVICES & SUPPLIES
395 AWWA MEMBERSHIP FEES 200
NCRWA MEMBERSHIP FEES 750
11 WATER CERTIFICATIONS @ $50/EA 550
11 SEWER CERTIFICATIONS @ $50/EA 550
2 CROSS CONNECTION CERTIFICATIONS @ $50/EA 100
1 METER READING CERTIFICATION @ $50 50
COLLECTION SYSTEM PERMIT FEE 1,500
USC CROSS CONNECTION CONTROL FOUNDATION 200
AMERICAN BACKFLOW PREVENTION ASSOCIATION 100
4,000
210-6070-526.24-70 POSTAGE AND SHIPPING 1,441 2,500 403 2,500 2,500 2,500
LEVEL TEXT TEXT AMT
395 POSTAGE FOR PARTS TO RETURN, (INCLUDES ERT RETURNS) 1,500
CROSS CONNECTION NOTICES AS REQUIRED 1,000
2,500
210-6070-526.24-80 WASTE DISPOSAL 0 2,440 1,875 8,000 8,000 8,000
LEVEL TEXT TEXT AMT
395 LIFT STATION CLEANING 4 STATIONS 1 TIME/YR. 8,000
X $2,000
8,000
210-6070-526.30-10 GENERAL SUPPLIES 7,829 14,000 12,390 16,750 16,750 16,750
LEVEL TEXT TEXT AMT
395 SAFETY SUPPLIES & EXPENSES AS FOLLOWS:
STEEL-TOED WORK BOOTS (11 EMPLOYEES 0250/EA) 2,750
SAFETY GLASSES, EAR PROTECTION, HARD HATS, VESTS 2,000
RESPIRATORS & SUITS FOR HANDING ASBESTOS AND OTHER
SAFETY CLOTHING AS NEEDED SUCH AS RUBBER BOOTS,
KEVLOR GLOVES FOR WORKING IN SEWER, ETC
TRAFFIC CONES, WORK ZONE SIGNS, SIGN STANDS, 6,000
BARRICADES, FLASHING DIRECTIONAL SIGNS, FIRST-AID
SUPPLIES, FIRE EXTINGUISHERS
MISCELLANEOUS SUPPLIES AS FOLLOWS:
PAD LOCKS, KEYS, ELECTRICAL CORDS, BATTERIES 1,000
NIGHT REPAIR LOGHTS, BULBS, FLASHLIGHTS,
BATTERIES AND OTHER ITEMS AS NEEDED

PREPARED 06/24/22, 12:24:14 BUDGET PREPARATION WORKSHEET PAGE 12
PROGRAM GM601L FOR FISCAL YEAR 2023 ACCOUNTING PERIOD 01/202
SECTION 11: WATER AND SEWER FUND APPROPRIATIONS (DETAIL VIEW)
2021-22 2021-22 2022-23 2022-23
2020-21 ADJUSTED YTD ACTUAL/ DEPARTMENT MANAGER'S 2022-23
ACCOUNT NUMBER ACCOUNT DESCRIPTION ACTUALS BUDGET ENCUMB REQUESTS RECOMMENDATION BDGT ORD
FUND 210 WATER AND SEWER FUND
DEPT 60 PUBLIC WORKS
DIV 70 UTILITIES MAINTENANCE
OTHER SERVICES & SUPPLIES
CROSS CONNECTION SUPPLIES 5,000
16,750 •
210-6070-526.30-22 ENERGY - ELEC:1'RICITY 19,179 16,500 16,159 14,000 14,000 14,000
LEVEL TEXT TEXT AMT
395 DEPARTMENT REDUCTIONS 2,000-
ELECTRICITY FOR 4 PUMP STATIONS 16,000
SYKES DAIRY'ROAD
LAUREL SPRINGS CHURCH ROAD
AIRPORT
601
14,000
210-6070-526.30-24 ENERGY - OIL 1,715 4,000 1,118 4,000 4,000 4,000
LEVEL TEXT TEXT AMT
395 FUEL OIL FOR GENERATORS 4,000
4 X $1,000
4,000
210-6070-526.30-25 ENERGY - GAS AND DIESEL 10,049 18,925 18,421 35,875 35,875 35,875
LEVEL TEXT TEXT AMT
395 5000 GAL DIESEL @$4.55 22,750
3500 GAL UNLEADED @$3.75 13,125
35,675
210-6070-526.30-30 UNIFORMS 4,928 5,500 4,829 5,500 5,500 5,500
LEVEL TEXT TEXT AMT
395 11 SETS OF UNIFORMS @$500/SET 5,500
5,500
210-6070-526.30-40 COMPUTING HARDWARE 0 2,400 2,400 1,200 1,200 1,200
LEVEL TEXT TEXT AMT
395 PC REPLACEMENT 9V53HH2 1,200
1,200
210-6070-526.30-42 COMPUTING SOFTWARE 12,700 31,953 30,949 14,907 14,907 14,907

PREPARED 06/24/22, 12:24:14 BUDGET PREPARATION WORKSHEET PAGE 13
PROGRAM GM601L FOR FISCAL YEAR 2023 ACCOUNTING PERIOD 01/202
SECTION 11: WATER AND SEWER FUND APPROPRIATIONS (DETAIL VIEW)
2021-22 2021-22 2022-23 2022-23
2020-21 ADJUSTED YTD ACTUAL/ DEPARTMENT MANAGER'S 2022-23
ACCOUNT NUMBER ACCOUNT DESCRIPTION ACTUALS BUDGET ENCUMB REQUESTS RECOMMENDATION BDGT ORD
FUND 210 WATER AND SEWER FUND
DEPT 60 PUBLIC WORKS
DIV 70 UTILITIES MAINTENANCE
OTHER SERVICES & SUPPLIES
LEVEL TEXT TEXT AMT
395 ANNUAL SUPPORT AND UPGRADES:
3 MICROSOFT OS AND OFFICE LICENSE 612
TOKAY SOFTWARE MNT 700
ITRON MVRS & MOBILE COLLECTOR SERVICE CONTRACT 10,250
MOBILE WORKORDERS MAINTENANCE 1,000
ADOBE ACROBAT PRO 570
1 AUTOCAD 3D SUBSCRIPTION 1,700
1 USER SUPPORT FOR AUTOCAD 75
14,907
210-6070-526.30-50 OFFICE SUPPLIES 575 600 62 600 600 600
LEVEL TEXT TEXT AMT
395 NOTE PADS, PENCILS, PENS, STAPLES, PAPER CLIPS 600
PAPER, CATENDARS, FOLDERS, TAPE, ETC •
600
210-6070-526.30-60 SMALL EQUIPMENT 4,478 4,800 1,353 4,800 4,800 4,800
LEVEL TEXT TEXT AMT
395 2 SMALL PUMPS @$400/EA 800
LOCATOR 4,000
4,800
* OTHER SERVICES & SUPPLIES 330,325 440,870 400,500 470,813 470,813 470,813
CAPITAL OUTLAY
210-6070-526.50-20 BUILDINGS 0 22,300 22,289 0 0 0
210-6070-526.50-50 EQUIPMENT 0 0 0 235,000 235,000 235,000
LEVEL TEXT TEXT AMT
395 SEWER CAMERA SYSTEM 100,000
BACKHOE - 2005 JOHN DEERE 135,000
235,000
* CAPITAL OUTLAY 0 22,300 22,289 235,000 235,000 235,000
** UTILITIES MAINTENANCE 830,350 1,025,356 951,891 1,291,342 1,287,789 1,287,789

PREPARED 06/24/22, 12:24:14 BUDGET PREPARATION WORKSHEET PAGE 14
PROGRAM GM601L FOR FISCAL YEAR 2023 ACCOUNTING PERIOD 01/202
SECTION 11: WATER AND SEWER FUND APPROPRIATIONS (DETAIL VIEW)
2021-22 2021-22 2022-23 2022-23
2020-21 ADJUSTED YTD ACTUAL/ DEPARTMENT MANAGER'S 2022-23
ACCOUNT NUMBER ACCOUNT DESCRIPTION ACTUALS BUDGET ENCUMB REQUESTS RECOMMENDATION BDGT ORD
FUND 210 WATER AND SEWER FUND
DEPT 60 PUBLIC WORKS
DIV 70 UTILITIES MAINTENANCE
CAPITAL OUTLAY

• Water, Sewer and Associated Storm Drain Rehab Plan 2020 - 2030
Fiscal Project Type Size Length Cost Est Total
Year (in) (ft) $/ft Cost $ Problem
Franklin / Willow / Oak
2020-2021 Franklin Street Water 6 2175 $190 $413,250 Water Quality/Age
Franklin Street Sewer 8 600 $190 $114,000 Age / Failing
Willow Street Water 12 425 $190 $80,750 Water Quality/Age j
Willow Street Sewer 8 425 $190 $80,750 Age/ Failing
Oak Street Water 12 475 $190 $90,250 Water Quality/Age
Oak Street Sewer 8 220 $190 $41,800 Age//Condition/Undersized
Water& Sewer Total: 4,320 $820,800
Willow Street Storm 24 400 $175 $70,000 Failing
Oak Street Storm 18 100 $175 $17,500
Storm Drain Total: 500 $87,500
W. Lebanon - Mount Airy Country Club
2021-2022 Lovill's Outfall Sewer 12 2150 $200 $430,000 Age / Failing
Lovill's Outfall Sewer 8 2700 $190 $513,000 Age/ Failing
Total: 4,850 $943,000
Country Club - Inman Circle & Joyce
2022-2023 Lovill's Outfall Sewer 12 100 $200 $20,000 Age/ Failing
Lovill's Outfall Sewer 8 4600 $190 $874,000 Age/ Failing
Total: 4,700 $894,000
Grace St.
2023-2024 Grace Water 6 & 2 1800 $190 $342,000 Water Quality/Age
Grace Sewer 8 1800 $190 $342,000 Water Quality/Age
Water& Sewer Total: 3,600 $684,000
Storm 15/18/30 425 $180 $76,500 Failing
Storm Drain Total: 425 $76,500
Marion St.
2024-2025 Marion Street Water 4 2200 $190 $418,000 Water Quality /Age
Marion Street Water 2 1230 $190 $233,700 Age / Failing
Water& Sewer Total: 3,430 $651,700
600 Storm 15/18 600 $150 $90,000 Failing
Storm Drain Total: 600 $90,000
N. Main / Crescent/ Howard / S. Park
2025-2026 N. Main Water 2 1550 $230 $356,500 Water Quality/Age
Crescent Water 2 660 $190 $125,400 Age / Failing
S. Park Water 2 700 $150 $105,000 Age / Failing
Howard Water 4 & 2 1100 $190 $209,000 Age / Failing
Howard Sewer 8 525 $190 $99,750 Age / Failing
S. Park Sewer 8 300 $190 $57,000 Age / Failing
Water& Sewer Total: 4,835 $952,650
Storm 15/18 180 $150 $27,000 Failing
Storm 18 360 $180 $64,800 Failing
Storm Drain Total: 540 $91,800

r
Madison I Brentwood / Aims
2026-2027 Madison Water 2 900 $190 $171,000 Water Quality/Age
Brentwood Water 2 360 $190 $68,400 Age/ Failing
Aims Water 2 900 $150 $135,000 Age/ Failing
Jackson St Water 2 800 $150 $120,000 Age / Failing
1 Springs Water 2 2100 $150 $315,000 Age / Failing
Penn Water 2 750 $150 $112,500 Age/ Failing
Water& Sewer Total: 5,810 $921,900
Spring St. /W. Church St. Wilson St.
2027-2028 W. Wilson Water 4 1000 $190 $190,000 Water Quality/Age
E. Wilson Water 6 & 2 475 $190 $90,250 Water Quality/Age
W. Wilson Sewer 8 250 $190 $47,500 SSO's
W. Church Water 4 800 $190 $152,000 Water Quality/Age
Spring Street Sewer 8 1400 $190 $266,000 Age/ Failing
1 Water& Sewer Total: 3,925 $745,750
W. Wilson Storm 15/18/30 150 $150 $22,500 Failing
Spring Street Storm 18 360 $180 $64,800 Failing
Storm Drain Total: 510 $87,300
Hay St. -W. Lebanon
2028-2029 Lovill's Outfall Sewer 16 2700 $250 $675,000 Age/ Failing
Lovill's Out
fall
Sewer 8 0 $190 $0 Age/ Failing
Total: 2,700 $675,000
Ind. Blvd. - Hay St.
e
2029-
2030 Lovill's Outfall Sewer 18 3050 $200 $610,000 Age / Failing
Lovill's Outfall Sewer 24 460 $200 $92,000 Age / Failing
Total: 3,510 $702,000

V1.2 Response Action Plan
SSO (SANITARY SEWER OVERFLOW) INCIDENT ACTION PLAN
1. The person receiving a report of an SSO (sanitary sewer overflow) shall obtain the flowing information
from the caller:
a. Phone number caller can be called back at if necessary.
b. SSO incident location.
c. Approximate time SSO has been occurring.
d. Approximate size of area affected if possible.
2. The person receiving a report of an SSO shall then notify dispatcher(person answering
phones at Public Works).
3. The dispatcher shall immediately page both U M (Utilities Maintenance) Crew Leaders and
the U M Supervisor and verify the information in#1 above has been obtained.
(See attached SSO Emergency Call Sheet.)
4. U M personnel shall call the dispatcher back to ensure they received the page and then begin
their response to assess and address the problem.
5. If UM personnel have not called the dispatcher back in 15 minutes the dispatcher shall
notify the following Engineering personnel in order as listed: Engineering Technicians,
City Engineer, and Public Works Director. The dispatcher shall also activate the U M
Group Page number notifying all U M personnel at once, while the Engineering personnel
is attempting contact individually and assessing the SSO.
(See attached SSO Emergency Call Sheet.)
6. The first person on scene at the SSO shall be IC (Incident Commander), the IC position
may be assumed by or reassigned by the supervisor arriving on scene. The IC will evaluate
the overall situation to determine if City crews can address problem or if a contractor needs
to be brought on scene for assistance.
7. If a contractor's assistance is required the IC shall first notify Public Works Director
or City Engineer in Public Works Directors absence before calling contractors in order as
listed on the attached SSO Emergency Call Sheet.
8. The IC or his designee shall complete Sewage Spill Checklist and comply with notifications
to NCDENR/NCDWQ or NC Emergency Management as indicated on the SSO
Emergency Call Sheet and Sewer Spills Notification sheet within 24 hours.
9. The CS—ORC (Collection System—Operator Responsible in Charge) shall visit and
inspect the SSO site within 24 hours and ensure adequate clean up and disinfection measures
have been taken.
10. The CS—ORC shall see that NC DWQ Form CS—SSO (Collection System Sanitary Sewer
Overflow Reporting Form) is filed within 5 days if indicated in Item# 8 above.

1
V1.4 Contingency Plan
Sewer Collection System Lift Station Contingency Plan
In the event of a mechanical failure of one or both pumps immediately contact:
On-call Crew Leader UMD — Per On call Calendar
336-755-3061ce11 or 336-755-3066ce11
Utilities Maintenance Supervisor and WWTP Supervisor shall be made aware of
any issues
Pump Service and Supply:
Tencarva Municipal — Frank Lucius— 800-849-5764o 336-312-3266c
Tazewell Pumps —Jerry Bourne— 800-203-5133o
Also contact either of the following septic haulers to stand by pump the lift station well if
needed:
J W Septic Services, LLC Cell Phone:
336-325-0899
P.D. Quik Phone: [phone] Cell Phone: 336-
401-0459
Bypass Pumping for Lift Station with Portable Pump
On-call Crew Leader UMD — Per On-call Calendar 336-755-3061ce11 or 336-755-3066ce11
Xylem Dewatering Solutions Bob Shinn: cell phone [phone]
In the event of a power failure immediately contact one of the following -
employees:
On-call Crew Leader UMD— Per On-call Calendar 336-755-3061ce11 or 336-755-3066ce11
Airport Lift Station Call: Duke Energy at 1-800-769-3766 and provide them with account
number 3014409
601 Lift Station call: Surry Yadkin EMC at 336-356-8241 and provide them with account
number 7127200 and pole number 1. AB.82.1
1062 Laurel Springs Church Rd Lift Station Call: Surry Yadkin EMC at 336-356-8241 and
provide them with account number 329803301 and meter number is 81734858
140 Sykes Dairy Rd Lift Station Call: Duke Energy at 1-800-769-3766 and provide account
number 1379574765 and meter number 925913

A. Cover Letter
C. Application
IV.3 Pump Station List
IV.4 High Priority Lines
V.4 Annual Budget for Collection System
V.6 Capital Improvement Plan
V1.2 Response Action plan
V1.4 Contingency Plan
V1.6 Comprehensive Collection System Map
Mailed by U.S. Postal Service to:
Attn: Municipal Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617