WQCS00065_Renewal (Application)_20220809

RECEIVED
AUG 0 9 2022
NCDEUDWWNPDES
City of Graham
Renewal Application Package
Permit #
WQS00065

CITY OF 1.
GRAHAM
NORTH C A R O L I N A','
July 29, 2022
NCDEQ-DWR
Municipal Permitting Unit
WQCS Renewals
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Renewal Application
Collection System Permit No. WQCS00065
City of Graham, Alamance County
Dear Mr. Montebello,
The City of Graham request renewal for Collection System Permit No. WQCS00065 for the
operation of the City of Graham Collection System. Please find enclosed one original and one digital
copy of the permit application, form CSA 08-13, along with the following required items and
attachments in the City's application package.
1. Application
2. Delegation Letter
3. Pump Station List
4. High Priority Line List
5. Annual Budget for Collection System
6. Capital Improvement Plan
7. Response Action Plan
8. Contingency Plan
9. Collection System Map
The Utilities Director has previously been designated as the authorized signing official by the
City Manager as required by 15A NCAC 02T.0106. Currently,the individual in this position is Tonya A.
Mann. An updated Delegation Letter is included due to a change in City Manager.

The City currently has a total of six (6) sewer pump stations receiving flow and in service at this
time. The City of Graham recently installed a new gravity sewer outfall that was extended along Back
Creek from the Cherry Lane Pump Station to Back Creek#1 Pump Station. The new sewer outfall was
connected to the manhole upstream of Back Creek# 1's existing wet well. This manhole connection
diverts sewer flow to the new outfall and away from the Back Creek#1 wet well. Back Creek#1 sewer
pump station was removed from service in February 2022.
In April of 2021, a new Boyd Creek Pump Station was placed in operation.The new station was
constructed directly adjacent to the old pump station at the end of Ingold Dr.The new pump station has
submersible pumps capable of pumping 1,000 gpm during normal operation. An automatic bar screen
was incorporated into the design to capture larger solids and debris before entering the wet well. An
automatically activated diesel backup pump provides redundancy in the event of a power outage. A
water line was also extended to the pump station to make routine maintenance easier on staff.
All of the pump stations currently have permanent generators installed except for Boyd Creek
which has an automatically activated diesel backup pump. The City has recently awarded a contract for
the installation of a permanent generator at the new Boyd Creek Station. A portable generator is
available if needed until the installation of the permanent generator is completed. Additionally,the City
is a member of NC WARN, a statewide coalition to provide mutual aid assistance in the event of an
emergency.
Should you have any questions or require additional information please contact me at
336-570-6721.
Sincerely,
Tonya A. Mann
Utilities Director

State of North Carolina
Department of Environmental Quality
DWR
Division of Water Resources
15A NCAC 02T.0400—SYSTEM-WIDE WASTEWATER COLLECTION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM CSA 04-16& SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .0100, 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the System-wide Collection System Permitting website:
General — When submitting an application to the Municipal Permitting Unit, please use the following instructions as a
checklist in order to ensure all required items are submitted. Adherence to these instructions and checking the provided
boxes will help produce a quicker review time and reduce the amount of requested additional information.
The Applicant shall submit one original and one copy of the application and supporting documentation.
The copy may be submitted in digital format.
A. Cover Letter
D 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 1.3 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,INCLUDING 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 Graham
2. Facility Information: Name: Graham Collection System Permit No.: WQCS00065
3. Applicant type: ®Municipal ❑ State ❑Privately-Owned Public Utility
❑ County ❑ Other:
4. Signature authority's name: Tonya A.Mann per 15A NCAC 02T.0106(b)
Title: Utilities Director
5. Applicant's mailing address: PO Drawer 357
City: Graham State:NC Zip:27253-0357
6. Applicant's contact information:
Phone number: [phone] Fax number: ( )_- Email address:[e-mail]
II. CONTACT/CONSULTANT INFORMATION:
1. Contact Name:Tonya Mann
2. Title/Affiliation: Utilities Director
3. Contact's mailing address: PO Drawer 357
4. City: Graham State:NC Zip:27253-
5. Contact's information:
Phone number: [phone] Fax number: ( ) - Email address:[e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑New ®Renewal
2. County System is located in: Alamance County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system:
Owner(s)&Name(s): City of Graham
4. WWTF Permit Number(s): NC0021211
5. What is the wastewater type? 82%Domestic or 18%Industrial(See 15A NCAC 02T.0103(20))
Li Is there a Pretreatment Program in effect?®Yes or❑No
6. Wastewater flow: 1.908 MGD(Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 3_5 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T.0114 or®Representative Data
9. Population served by the collection system: 17157
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description Length
Gravity Sewer 106(miles)
Force Main 4.21 (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)
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.
Assistant City Manager,Utilities Director,Field Operations Manager,Field Operations Superintendent,Field Operations
Supervisor,Utilities Maintenance Personnel.
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.020I
Main ORC Name: Jonathan Ladd Nall Certification Number: 989250
Back-Up ORC Name: Kenneth Hill Certification Number: 995007
See the"WQCS Contacts and ORC Report"for a current listing of the ORC(s)the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: $525,000
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budget for the collection system only: $285,000
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system❑ Yes or X No
8. Do any satellite systems discharge to this collection system El Yes or X 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 FX I 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? X 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? X Yes or❑No
6. Submit a submit a copy of the collection system map(CD or hardcopy)or indicate a schedule for completion
7. Thoroughly read and review the System-Wide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Current If no,Indicate a Typical
Permit Condition Compliance Compliance
Compliance? Date Schedule
I(4)—Grease ordinance with legal authority to inspect/enforce X Yes ❑No 12— 18 mo.
I(5)— Grease inspection and enforcement program X Yes ❑No 12—18 mo.
I(6)—Three to five year current Capital Improvement Plan. X Yes ❑No 12— 18 mo.
I(8)—Pump station contingency plan X Yes ❑No 3 mo.
I(9)—Pump station identification signs. [1 Yes ❑No 3 mo.
I(11)—Functional and conspicuous audible and visual alarms. X 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. X Yes ❑No 6— 12 mo.
II(9)—Response action plan with Items 9(a—h). 7J Yes ❑No 3 mo.
III(3)—Comprehensive collection system map X 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,Tonya A. Mann-Utilities Director attest that this application for City of Graham
(Signature Authority's Name&Title from Item 1.4) (Facility name from Item I.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included,this application package
will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well as civil penalties up
to$25,000 per violation.
Signature: �� /'LAB_ Date: $— a_as a a--,
APPLICATION CSA 04-16 Page 5 of 5

CII T Y OF
GRAHAM
July 29, 2022
Richard Rogers, Director
NCDEQ,Division of Water Resources
1617 Mail Service Center
Raleigh,NC 27699-1617
Dear Mr. Rogers:
In compliance with permitting requirements all applications, reports, or information
submitted to the Director are to be signed by the City Manager or his duly authorized
representative. Additionally, regulations state that if a duly authorized representative is
designated, it must be done in writing to the Director by the City Manager.
By this letter,the City of Graham is notifying the Division of Water Quality that this
authority to sign as a"Permittee"is given to the individual holding the position of Utilities
Director. The individual currently in this position is Tonya A. Mann. In the event the position
becomes vacant,the City Manager will sign until the position is filled.
This authority is given for the following permits currently issued to the City of Graham.
NPDES Permit#NC0045292 (Graham-Mebane Water Treatment Plant)
NPDES Permit#NC0021211 ( Graham Wastewater Treatment Plant)
Permit#NCG110021 (Wastewater Treatment Plant Stormwater)
Permit# WQ0003824 (Land Application)
Permit# WQCS00065 (Collection System)
If you have any questions,please call me at 336.570.6700 or write to my attention at the
address above.
Sincerely,
fiteariA-4/WW
Megan Gamer
City Manager
Cc: Tonya Mann, Utilities Director

Pump Station
List

City of Graham Pump Stations
Back Creek 2
1587 Bakatsia Lane
Graham, NC 27253
Alarm: Audible, Visual, and SCADA
Pump Reliability: Duplex Station with either pump capable to pump 2.5 times the average daily
flow.
Permanent generator for reliability.
0.288 MGD Station
Boyd Creek
1125 Ingold Dr.
Graham, NC 27253
Alarm: Audible, Visual, and SCADA
Pump Reliability: Duplex Station with either pump capable to pump 2.5 times the average daily
flow.
Permanent generator for reliability.
1 MGD Station
Cherry Lane
1798 Cherry Lane
Haw River, NC 27258
Alarm: Audible, Visual, and SCADA
Pump Reliability: Triplex Designed Station with 2 pumps installed, either pump capable to
pump 2.5 times the average daily flow.
Permanent generator for reliability.
2.5 MGD Station

(Pump Stations Cont.)
Haw River
1700 Cooper Rd.
Graham, NC 27253
Alarm: Audible, Visual, and SCADA
Pump Reliability: Duplex Station with either pump capable to pump 2.5 times the average daily
flow.
Permanent generator for reliability.
1 MGD Station
Old Fields (Temporary Station for Old Fields Development)
Old Fields Lane
Haw River, NC 27258
Alarm: Audible, Visual, and Telemetry (Auto dialer)
Pump Reliability: Duplex Station with either pump capable to pump 2.5 times the average daily
flow.
Permanent generator for reliability.
0.07 MGD Station
Pyrtle Drive
632 Quincy Court
Graham, NC 27253
Alarm: Audible, Visual, and SCADA
Pump Reliability: Duplex Station with either pump capable to pump 2.5 times the average daily
flow.
Permanent generator for reliability.
0.05 MGD Station

High Priority
Lines List

Attachment A for Condition V(4)
City of Graham
High Priority Lines
1. Boyd Creek (aerial) Located between MH 00088 & MH 00090
2. Boyd Creek (contact surface waters) Located between MH 01696 & MH 00086
3. Boyd Creek (sub-surface water crossing) Located between MH 01776 & MH 01775
4. Boyd Creek Interstate Crossing (parallel to stream bank) Located btw. MH 01681& MH 00076
5. Boyd Creek (contact surface waters) Located between MH 00076 & MH 01681
6. Boyd Creek (sub-surface water crossing) Located between MH 00073 & MH 00072
7. Boyd Creek (contact surface waters) Located between MH 01752 & MH 00071
8. Boyd Creek (sub-water crossing) Located between MH 00055 & MH 00056
9. 616 Ward St (contact surface water) Located between MH 00999 & MH 01852
10. 709 Banks St (contact surface waters) Located between MH 00999 & MH 01852
11. 310 Wilson St (contact surface waters) Located between MH 00999 & MH 01852
12. 609 Banks St (sub-water crossing) Located between MH 00091 & MH 01159
13. 601 Banks St (sub-water crossing) Located between MH 00091 & MH 01159
14. 520 W. Pine St (sub-water crossing) Located between MH 01010 & MH 00295
15. 118 Burton St (sub-water crossing) Located between MH 00661 & MH 00663
16. Ingold Dr (sub-water crossing) Located between MH 01778 & MH 01779
17. Ingold Dr (sub-water crossing) Located between MH 01780 & MH 01779
18. 419 Gates Ave (contact surface waters) Located between MH 01135 & MH 00079
19. 519 Marshall St (aerial creek crossing) Located between MH 01335 & MH 01336
20. 319 Moser St (sub-water crossing) Located between MH 01759 & MH 00102
21. 322 Walker Ave (sub-water crossing) Located between MH 00102 & MH 00110
22. 308 Walker Ave (sub-water crossing) Located between MH 00110 & MH 00101
23. 515 E. Elm St (aerial creek crossing) Located between MH 01763 & MH 00602
24. 608 Town Branch Rd (contact surface waters) Located between MH 00598 & MH 00600
25. 623 Oakgrove Dr (sub-water crossing) Located between MH 00246 & MH 01241
26. 500 Doggett Dr (contact surface waters) Located between MH 00240 & MH 01279
27. 332 Doggett Dr (sub-water crossing) Located between MH 01247 & MH 01724
28. 320 Doggett Dr (sub-water crossing) Located between MH 01688 & MH 00133
29. 640 Harden St (contact surface waters) Located between MH 00140 & MH 00137
30. Watercourse Circle (sub-water crossing) Located between MH 00208 & MH 00140
31. 449 Trollingwood Rd (aerial) Located between MH 00267 & MH 00266
32. 449 Trollingwood Rd (aerial) Located between MH 00265 & MH 00266
33. 1040 Jimmie Kerr Rd (aerial) Located between MH 00358 & MH 00359
34. 1247 Jimmie Kerr Rd (Siphon) Located between MH 01687 & MH 00032

35. Back Creek (Siphon) Located at "Old" Back Creek 1 Pump Station
36. Old Fields (Siphon)
37. Porter Ave (aerial) Located between MH 00348 & MH 01678
38. Cherry Ln Outfall (sub-water crossing) Located under Back Creek at Cherry Lane Pump Sta.
39. Reily's Meadow Subdivision Outfall (aerial creek crossing)
40. Valley Dr. Outfall (aerial) Located between MH 00025 & MH 00026
41. Woody Dr. Outfall (sub-water crossing) Located between MH 00210 & MH 01717
42. Whittemore Rd Outfall (sub-water crossing) Located between MH 01668 & MH 01669
43. 1073 Ivey Rd (sub-water crossing) Located under Town Branch Creek
44. WWTP (aerial creek crossing) Located between MH 00181 & MH 02000
45. Crescent Square Dr. Outfall (sub-water crossing) Located between MH 00095 & MH 00097
46. 333 Prison Camp Rd Outfall (sub-water crossing) Located between MH 01095 & MH 01708
47. 506 Eastway Ln (contact surface water) Located between MH 00153 & MH 00154
48. 718 Old Farm Dr (sub-water crossing) Located between MH 00160 & MH 00159
49. Sun Drive Outfall (sub-water crossing) Located downstream of MH 00161
50. Sun Drive Outfall (sub-water crossing) Located upstream of MH 00170
51. Haynoke Dr Outfall (aerial creek crossing) Located between MH 00204 & MH 00203
52. 1204 E. Gilbreath St (aerial creek crossing) Located between MH 02183 & MH 02184
53. 1204 E. Gilbreath St (sub-water crossing) Located between MH 02187 & MH 02189
54. Mallard Creek Subdivision (siphon)
55. Roger Springs Subdivision (siphon)
56. Valor Ridge Subdivision Outfall (sub-water crossing)
57. Forrest Dr (contact surface water) Located between MH 00191 & MH 00192
58. Little Creek Dr (sub-water crossing) Located downstream of MH 00236
59. W. Moore St (Aerial)
60. Flying J Outfall (Aerial)

Annual
Budget
2022 -2023

DEPARTMENT HEAD MANAGER'S COUNCIL
Account# ._ . Account Description Actual FY 2020-2021 Budget FY Y.2021-2022 REQUEST RECOMMENDATION APPROVED
31-4600-0200 SALARIES&WAGES 336,133 390,000 462,700 Mir 458,30d 4SR,3Qd
31-4600-0500 FICA 25,462 29,800 35,400 0 35,100 El 35,100
31-4600-0600 GROUP INSURANCE 72,922 84,500 88,300 89,900 89,900
31-4600-0655 UNEMPLOYMENT EXPENSE 0 2,200 2,200 I 2,200 I 2,200
31-4600-0700 RETIREMENT EXPENSE 34,888 43,700 55,300 EI 54,800 0 54,800
31-4600-0900 LONGEVITY PAY 6,493 7,900 9,000 I 9,000 I 9,000
31-4600-1100 TELEPHONE&POSTAGE
TA E 7,141 6,500 6,500 I 6,500 6,500
31-4600-1300 UTILITIES 10,020 10,000 11,500 II 11,500 I 11,500
31-4600-1400 TRAVEL 1,410 5,500 5,000 I 5,000 I 5,000
Water& 31-4600-1600 MAINT&REPAIR EQUIP 14,477 20,000 20,000 I] 20,000 0 20,000
Sewer 31-4600-1700 REPAIR&MAINT VEHICLES 15,004 20,000 20,000 0 20,000 0 20,000
Distribution 31-4600-3100 VEHICLE&EQUIPMENT FUEL 10,387 15,000 15,000 0 15,000 0 15,000
31-4600-3300 SUPPLIES AND MATERIALS 138,461 160,000 160,000 t`' I 160,000 Ir= 160,000
31-4600-3600 UNIFORMS 5,589 7,000 7,500 I 7,500 I 7,500
31-4600-4500 CONTRACTED SERVICES 290,284 340,000 325,000 EV, .1325,000 1J5,000
31-4600-5300 DUES AND SUBSCRIPTIONS 3,893 5,000 5,000 I 5,000 I 5,000
31-4600-5700 MISCELLANEOUS EXPENSE 2,000 4,500 4,500 I 4,500 I 4,500
31-4600-7000 SMALL EQUIPMENT PURCHASES 4,221 5,000 8,000 I 8,000 I 8,000
31-4600-7300 CAPITAL OUTLAY OTHER IMPROVEME 197,111 465,000 1,300,000 1,300,000 1,300,000
31-4600-7400 CAPITAL OUTLAY EQUIPMENT 150,587 10,000 150,000 t I 150,000 IE= 150,000
31-4600-7800 METER VALVES,&HYDRANTS 397,583 400,000 400,000 IIPi, 4nnji00 -_ 4n0,d00
31-4600-8100 SUPPLEMENT RETIREMENT 13,047 19,200 22,900 0 22,600 0 22,600
1,737,114 2,050,800 3,113,800 3,109,900 3,109,900

DEPARTMENT HEAD MANAGER'S COUNCIL
Account# Account Description Actual FY 2020-2021 Budget FY 2021-2022 REQUEST RECOMMENDATION APPROVED
31-4700-0200 SALARIES AND WAGES 45,514 75,000 85,400 84,600 Err 84,600
31-4700-0400 PROFESSIONAL SERVICES 26,261 105,000 5,000 i 5,000 1 5,000
31-4700-0500 FICA 3,478 5,700 6,500 I 6,500E 6,500
31-4700-0600 GROUP INSURANCE 0 8,500 8,900 r 9,000E 9,000
31-4700-0655 UNEMPLOYMENT EXPENSE 0 400 400 400 400
31-4700-0700 RETIREMENT EXPENSE 4,635 5,100 6,500 l 6,500 I 6,500
31-4700-0900 LONGEVITY PAY 0 400 1,400 1,300 1,300
31-4700-1100 TELEPHONE&POSTAGE 5,486 6,000 6,000 C 6,000 I 6,000
31-4700-1300 UTILITIES 19,930 22,000 22,000 r 22,0001 22,000
Maint.&Lift 31-4700-1400 TRAVEL 0 600 1,200 1,200 1,200
Station 31-4700-1500 MAINTENANCE&REPAIR BLDS 580 1,500 2,000E 2,000'. 2,000
31-4700-1600 MAINT&REPAIR EQUIPMENT 17,425 35,000 40,000 1E7 40,000 I 40,000
31-4700-1700 REPAIR&MAINTENANCE VEHICLES 2,656 4,500 4,500 I 4,500 I 4,500
31-4700-3100 VEHICLE&EQUIPMENT FUEL 2,297 4,000 4,500 E 4,500 I 4,500
31-4700-3300 SUPPLIES AND MATERIALS 609 1,500 1,800 I 1,800 1,800
31-4700-3600 UNIFORMS 658 1,500 2,000E 2,000! 2,000
31-4700-4500 CONTRACTED SERVICES 5,327 8,500 8,000 1 8,000 C 8,000
31-4700-5700 MISCELLANEOUS EXPENSE 0 1,000 2,500 I 2,500 I 2,500
31-4700-7000 SMALL EQUIPMENT PURCHASES 8,177 3,500 3,500E 3,500E 3,500
31-4700-7400 CAPITAL OUTLAY EQUIPMENT 39,907 0 15,000 I 15,000 1 15,000
31-4700-8100 SUPPLEMENTAL RETIREMENT 2,274.78 2,500 2,700 I 2,7001 2,700
185,216 292,200 229,800 229,000 229,000

Capital
Improvement
Plan
2022-2032

Capital Improvement Projects
City of Graham
4600 -Water& Sewer Distribution
FY FY FY
Fiscal FY 2022- 2023- 2024- FY 2025- 2026- Total
Year 2023 2024 2025 2026 2027
Subtotal 860,000 16,385,000 8,730,000 1,390,000 1,290,000 28,655,000
Request
10"Water Main Renewal-Phase 1 &2 13,000,000 13,000,000
Boyd Creek Sewershed Point Repair N i l 500,000 500,000
•
Hwy 49&Hwy 54 WS line Replacement 'r 500,000 500,000
Haw River Sewer Outfall and Manhole Rehab 4' 2,500,000 2,500,000
New&Parker St Sewer Pipe Replacement ': 500,000 500,000
600 New Street Sewer Main Replacement `' 600,000 600,000
Southern Water Interconnection �;t 1,000,000 1,000,000
Small Waterline Replacements r,' 5,000,000 5,000,000
West Elm St Waterline Replacement ,k.
p 1,200,000 1,200,000
Downtown Water and Sewer Improvements 1,200,000 1,200,000
Hanover Rd Sewer Rehab 1,000,000 1,000,000
Backhhoe Replacement • 100,000 100,000
Water and Sewer Assessment 300,000 300,000
Chemical Root Control 35,000 35,000 40,000 40,000 45,000 195,000
Manhole Rehab 50,000 50,000 50,000 50,000 50,000 250,000
Sewer Main Cured in Place Pipe Lining 100,000 100,000 100,000 100,000 150,000 550,000
Distribution System Hydraulic Model 20,000 20,000
Water and Sewer Development Fee Study . 20,000 20,000
Service Truck Replacement 75,000 75,000
Pickup Truck 4x4 45,000 45,000
Mini Excavator 22 100,000 100,000
0
28,655,000
'E
Subtotal 0 860,000 16,385,000 8,730,000 1,390,000 1,290,000 .10 0-`

Capital Improvement Projects
City of Graham
4600 -Water& Sewer Distribution
Fiscal FY 2027- FY 2028- FY 2029- FY 2030- FY 2031- Total
Year 2028 2029 2030 2031 2032
Subtotal 2,230,000 910,000 8,235,000 425,000 3,765,000 15,565,000
Request
Elevated Stora.e Tank F; a 3,500,000 3,500,000
, n:
Cheek Lane Water Main Extension �,ua��0 1,000,000 1,000,000
Lacy Holt Rd-Extend Water Main Loop t =. 600,000 600,000
Pine and Burton Sewer Replacement '`,Gt ; 1,000,000 1,000,000
Manhole Rehab te.-'��'�,��- `��� 60,000 60,000 60,000 70,000 70,000 320,000
ica _
Sewer Main Cured in Place Pipe Lining el. T. F 150,000 150,000 150,000 150,000 150,000 750,000
Distribution System Hydraulic Model r! 'f,'y y r,t� x 25,000 25,000
Iti,Water and Sewer Development Fee Study k ', 20,000 20,000 40,000
il,f
Service Truck Replacement z' 85,000 85,000
Pickup Truck 4x41 'A 45,000 45,000
1AtBackhhoe Replacement ;r, ...,f 100,000 100,000
Mini Excavator 22 a 04'; 100,000 100,000
Water Transmission Line Improvements W na= 8,000,000 8,000,000
tff€ � 0
7- �T
a cF
„., 15,565,000
Subtotal 0 2,230,000 910,000 8,235,000 425,000 3,765,000

Capital Improvement Projects
City of Graham
4700 -Maintenance & Lift Stations
Fiscal FY 2022- FY 2023- FY 2024- FY 2025- FY 2026- Total
Year 2023 2024 2025 2026 2027
Subtotal 40,000 65,000 3,540,000 40,000 540,000 4,225,000
Request
Haw River Lift Station Upgrade/Relocation 3,500,000 3,500,000
Spare Pumps For Lift Stations 40,000 40,000 40,000 40,000 40,000 200,000
Cherry Ln.Lift Station Upgrade 500,000 500,000
Kubota UN 25,000 25,000
0
4,225,000
_
Subtotal 0 40,000 65,000 3,540,000 40,000 540,000

Capital Improvement Projects
City of Graham
4700 -Maintenance& Lift Stations
Fiscal FY 2027- FY 2028- FY 2029- FY 2030- FY 2031- Total
Year 2028 2029 2030 2031 2032
Subtotal 215,000 165,000 90,000 40,000 40,000 550,000
Request
Service Truck WI Lift 175,000 175,000
Spare Pumps For Lift Stations 40,000 40,000 40,000 40,000 40,000 200,000
New Holland Tractor w/cab 125,000 125,000
SCADA Communications Upgrade 50,000 50,000
0
550,000
Subtotal 0 215,000 165,000 90,000 40,000 40,000 ,_:Gr..,',_.z!

CITY OF
GRAHAM
RESPONSE ACTION PLAN
SANITARY SEWER
OVERFLOWS (SSO )
POLICIES AND PROCEDURES

CITY OF GRAHAM
SANITARY SEWER OVERFLOWS (SSO)
POLICIES AND PROCEDURES
EFFECTIVE DATE: July 1, 1998
REVISION DATE: November 10, 2004
September 8, 2006
June 8, 2009
March 26, 2010
July 2, 2012
July 25, 2014
February 29, 2016
February 11, 2022
July 6, 2022
• FILENAME: GRAHAM/Wastewater/SSO Combined Response Plan

CITY OF GRAHAM SEWER SYSTEM
NOTIFICATION POLICY FOR A SANITARY SEWER
SPILL OR OVERFLOW
Any spill of 1000 gallons of wastewater or more; or any spill
of wastewater, regardless of volume, that reaches the
surface waters of the State must be reported to the State.
Depending on the severity of the spill or bypass it may be
necessary to take measures to isolate and/or treat the
discharge. In order to assure the proper response, the
following procedures should be followed:
If ANY spill/bypass is discovered call:
Kenny Hill (Field Operation Superintendent) 336-213-9909
Ladd Nall (Field Operation Manager) 336-266-7092
Seth Hyatt (Supervisor) 336-324-9636
Please give the location of the spill and tell if the wastewater
is flowing into any waterway (creek, drainage ditch, storm
drain, or river).
Upon being notified of a spill/bypass the employee will refer
to the Spill/Bypass Response Policy (Page 2) for further
guidance.
Page -1-

CITY OF GRAHAM SEWER SYSTEM
WASTEWATER SPILL/BYPASS
RESPONSE POLICY
Upon notification of a wastewater spill or bypass, personnel
will respond to the site immediately. The initial assessment
must be within 60 minutes of notification. The first responder
to the site will assess the situation and determine if the
spill/bypass is:
(A) More than 1000 gallons;
(B) Reaching any waterway and/or
(C) Potentially causing an environmental or health hazard.
If none of the above [(A), (B) nor (C)] is true (nor has
the potential to become true for this event) then take
the following actions:
1 ) Contact appropriate personnel needed to:
a) Secure the area
b) Correct the problem that is causing the spill
c) Contain the spill
d) Clean the area of the spill (see page 4 for procedure)
2) Document information about the spill on the "Sewage Spill
Response Evaluation" form. (Does not have to be
reported to State since spill is less than 1000 gallons and
is not reaching waterway, but must be documented and
filed).
Continued on next page
Page -2-

If only (A) is true then take the following actions:
1 ) Contact appropriate personnel needed to:
a) Secure the area
b) Correct the problem that is causing the spill
c) Contain the spill
d) Clean the area of the spill (see page 4 for procedure)
2) Document information about the spill on the "Sewage Spill
Response Evaluation" form. (Does have to be reported to State
since spill is more than 1000 gallons).
If (B) is true (or has the potential to become true for this
event) then take the following actions:
1 ) Contact appropriate personnel needed to:
a) Secure the area
b) Correct the problem that is causing the spill
c) Contain the spill
d) Clean the area of the spill (see page 4 for procedure)
2) Document information about the spill on the "Sewage Spill
Response Evaluation" form. (Does have to be reported to State
since spill is reaching waterway).
Continued on the next page
Page -3-

If (C) is true then take the following actions:
1 ) Report the spill immediately to the NCDEQ WSRO at 336-
776-9800. After hours contact the Division of Emergency
Management at 1 800-858-0368 24-hr.
2) Contact appropriate personnel needed to:
a) Secure the area
b) Correct the problem that is causing the spill
c) Contain the spill
d) Clean the area of the spill (see page 4 for procedure)
3) Document information about the spill on the "Sewage Spill
Response Evaluation" form. (Does have to be reported to State
since spill is reaching waterway).
CLEAN UP PROCEDURES
1 . Remove all visible debris
2. Remove all visibly ponded wastewater
3. Disinfect the affected area (NO CHEMICAL ADDITION
TO SURFACE WATERS)
4. Barriers (i.e. colored tape) should be erected to
preclude public access for at least 24 hours.
5. If soil is disturbed in close proximity to stream banks,
the area should be reseeded immediately to prevent
erosion
Page -4-

SEWER LINE SSO - RESPONSE & REPAIR PLAN
1 . Upon being notified of a sewer spill respond to the
scene immediately for an initial assessment.
2. Notify Kenny Hill or Ladd Nall of the situation.
3. Follow the guidelines specified for the type of spill as
outlined on pages 2 and 3 of this policy.
If the spill or overflow is a result of a lift station problem,
call Kenny Hill. If no response, call Ladd Nall or Seth
Hyatt.
If additional help is needed to contain the spill call C-Com
(911 ) and have them dispatch Graham Fire Dept. Haz
Mat Division.
Page -5-

LIFT STATION SSO - RESPONSE & REPAIR PLAN
1 . Upon being notified of a lift station overflow immediately
call the members of the response team.
2. Upon receivingthis call, report immediatelyto the WWTP.
P p
3. Using the response procedures checklist, ready the spill
kit and trailer.
4. When members arrive, hitch the trailer to the truck and go
to the site of the spill (never try to contain the spill alone).
If additional help is needed to contain the spill call C-Corn
(911 ) and have them dispatch Graham Fire Dept. Haz Mat
Division.
Page -6-

LIFT STATION SSO
FOR THE SPILL SCENE
1 . Load bag(s) of dehydrated Lime onto the response vehicle
to use at the spill site.
2. At the spill site, eliminate the source of the spill if possible.
3. Determine how to prevent discharge from getting into any
waterway.
4. Use any available equipment to prevent discharge into the
waters of the state.
5. Treat and clean up the spill using a bag(s) of dehydrated
Lime as needed.
6. If requested by the superintendent on site or state official
— Take upstream and downstream samples (Use the
checklist in the spill kit).
I'age -7-

SEWER LINE SSO - CONTACT LIST
HOME # CELL #
ON CALL CELL 336-693-8205
KENNY HILL 336-270-8011 336-213-9909
LADD NALL 336-266-7092
SETH HYATT 336-324-9636
ROBERT CRAWFORD 336-263-7807
JUSTIN HILL 336-684-4941
CHRIS MORRISON 336-459-5694
CHRIS APPLE 336-263-3998
MARK LING 336-380-9392
OTHER NUMBERS
GRAHAM FIRE DEPARTMENT 336-570-6707
TOMMY COLE (GFD Haz-Mat Div.) 336-681-2144
DEQ WINSTON-SALEM OFFICE 336-776-9800
DIV. OF EMERGENCY MANAGEMENT 919-825-2500 main
1 800-858-0368 24-hr
Page -8-

LIFT STATION SSO CONTACT LIST
NAME TITLE PHONE #
LADD NALL (Field Operations Manager) 336-266-7092
KENNY HILL (F/O Superintendent) 336-213-9909
SETH HYATT (F/O Supervisor) 336-324-9636
CRIS ROUTH (WWTP Superintendent) 336-260-2143
SHELBY SMITH (Compliance Manager) 336-684-5616
JOE ATWATER (Plant Maint. Supervisor) 336-260-7973
JOHN SAUNDERS (Plant Maint. Worker) 336-558-9952
TONYA MANN (Utilities Director) 336-266-6458
OTHER NUMBERS
GRAHAM FIRE DEPT. 336-570-6707 or 911
TOMMY COLE (GFD) 336-681-2144
NCDEQ W-S Regional Office 336-776-9800
Division of Emergency Management 919-825-2500
1 800-858-0368 24-hr
Aaron Holland (Asst. City Manager) 919-413-5734
Josh Johnson (City Engineer) 336-266-8792
Page -9-

DISTRIBUTION/COLLECTION EQUIPMENT LIST
This equipment is located on the Public Works lot at 166 East Parker
Street in Graham.
EQUIPMENT
RODDING MACHINE
JET MACHINE
VAC TRUCK
50 ft. STEEL TAPE
100 ft. STEEL TAPE
SEWER INSPECTION TRAILER
(With CCTV camera)
LIGHT TRAILER
(with welding generator)
3 - 3 inch DIAPHRAGM PUMPS
1 - 3 inch CENTRIFUGAL PUMP
SEWER SOLVENTS AND DEODORANTS
AIR COMPRESSOR
SERVICE TRUCK
(with repair tools and parts)
DUMP TRUCK
BACKHOE
Page -10-

PLANTS MAINTENANCE DEPARTMENT
EQUIPMENT LIST
This equipment is located at the City of Graham Wastewater
Treatment plant at 1204 East Gilbreath Street in Graham
SPILL RESPONSE TRAILER
(Items are not to be removed from the trailer for any reason other
than spill response)
HTH
LIME
SHOVELS
RAKE
LIGHTS
SPILL RESPONSE KIT
TRUCK # 902 TOOL TRUCK
TRUCK # 959 TANKER TRUCK w/VACCUM PUMP
TRUCK # 969 TANKER TRUCK
TRUCK # 985 MAINTENANCE PICKUP (SUPERVISOR)
TRUCK # 979 MAINTENANCE PICKUP
VEHICLE # 984 PLANT VAN
6" GODWIN BYPASS PUMP
Page -11-

CONTRACTORS AND MUTUAL AID CONTACT LIST
DONNIE WEST (BURLINGTON W/S DEPT.) 336-263-5027
KYLE SMITH (MEBANE PUBLIC UTILITIES DIR.) 336-213-2746
PHILLIP CARREIRO (MEBANE W/S DEPT.) 336-261-8222
DUKE ENERGY (DIANE WALKER) 336-632-3633
(cell): 336-266-3844
KEMCO ELECTRIC 336-584-1166
336-585-0004
SANFORD ELECTRIC 919-774-4533
JEREMIAH PRICE 919-356-9628
C & J UTILITIES 336-578-2931
JERRY WARREN (cell): 336-214-0231
CHARLES R. UNDERWOOD CO. 919-775-2463
24 HR EMERGENCY 1-800-729-2463
SHOP 919-775-2245
RUSSELL UNDERWOOD 919-775-9618
ZAC SCOTT 919-356-8950
INSTRUMENTATION SERVICES INC.
TONY HAGWOOD 1-704-970-1962
JUSTIN BLAIR 1-828-691-8356
WAYNE HINSON 1-336-681-7244
Page -12-

RODDERS & JET (MIKE BUTNER) 1-800-293-2012
(cell): 336-681-3840
UNITED SPRINKLER (JUNIOR MILLS) 336-228-0287
COBLE CRANE (TONY COBLE) 336-584-0161
Page -13-

REPORTING POLICY AND PROCEDURES
The City of Graham will report all sewer spills and plant bypasses that
meet the following criteria:
1. Any spill greater than 1000 gallons or,
2. Any spill that reaches the waters of the state.
Reporting procedure for spills and bypasses of the City of
Graham
1 . Highest person in authority at the spill or bypass will give an oral report
to (1) Ladd Nall (2) Cris Routh (3) Tonya Mann or (4) Shelby Smith. The
following information is to be reported:
a) Date, time, location, and source of spill or bypass.
b) Approximate number of gallons.
c) Duration or expected length of time the event lasts.
d) Action taken to contain the spill or clean up.
e) Results if any sample analysis was performed.
2. Personnel named above shall do the following:
a) Contact the Winston-Salem Regional Office (WSRO) and make an oral
report of the information listed above within 24 hours of first becoming
aware of the event.
b) Make sure the state form "Sewage Spill Response Evaluation" is
completed.
c) Within 5 days of the oral report submit the completed form to the WSRO.
3. Additional reporting requirements if spill exceeds 100,000 gallons
or fish kill is observed:
Notify the Division of Emergency Management, they will contact the
Division of Water Quality (DWQ) staff who will respond to us.
STATE CONTACT NUMBERS
Winston-Salem Regional Office 336-776-9800
Division of Emergency Management 1-800-858-0368
Page -14-

STATE REPORTING FORM
Page -15-

CONTINGENCY
PLAN
_ 411 L .
UTILITIES DEPARTMENT --
I ICITY OF
GRAHAM
NORTH CAROLINA 1

TABLE OF CONTENTS
EMERGENCY CONTACT LIST 3
POWER FAILURES 4
PUMP FAILURES 5
SCADA FAILURES 6
HAW RIVER . . .7
BACK CREEK 2 9
BOYD CREEK 11
PYRTLE DR 13
CHERRY LN 15
OLD FIELDS . . 17
2

EMERGENCY CONTACTS
LADD NALL (Field Operations Manager) 336-266-7092
KENNY HILL (F/O Superintendent) 336-213-9909
SETH HYATT (DIC Supervisor) 336-324-9636
CRIS ROUTH (WWTP Superintendent) 336-260-2143
SHELBY SMITH (Compliance Manager) 336-684-5616
JOE ATWATER (Plant Maint. Supervisor) 336-260-7973
JOHN SAUNDERS (Plant Maint. Worker) 336-558-9952
TONYA MANN (Utilities Director) 336-266-6458
Other Contacts
Graham Fire Dept. 336-570-6707 or 911
NCDEQ W-S Regional Office 336-776-9800
Division of Emergency Management 919-825-2500
Aaron Holland (Asst. City Manager) 919-413-5734
Josh Johnson (City Engineer) 336-266-8792
3

POWER FAILURES
DUKE ENERGY
OUTAGES: 1 800-800-7765
ACCOUNT#: 1625701275
DIANE WALKER 336-632-3633 O
(ACCT. MANAGER) 336-266-3844 C
SANFORD ELECTRIC
MAIN#: 919-774-4533
JEREMIAH PRICE: 919-356-9628
KEMCO ELECTRICAL
MAIN #: 336-584-1166
JACK DECOU: 336-639-2329
GENERATOR
CUMMINS ATLANTIC: 336-275-4531
4

PUMP FAILURES
CHARLES R. UNDERWOOD, INC.
2000 BOONE TRAIL RD.
SANFORD, NC 27330
24 HR. EMERGENCY SERVICE: 1 -800-729-2463
OFFICE: 919-775-2463
RUSSELL UNDERWOOD: 919-775-9618
ZAC SCOTT: 919-356-8950
5

SCADA FAILURES
isi
INSTRUMENTATION SERVICES INC
10525 C GRANITE ST.
CHARLOTTE, NC 28273
OFFICE: 1800-532-0415
TONY HAGWOOD: 704-970-1962
JUSTIN BLAIR: 828-691 -8356
6

HAW RIVER
1700 COOPER RD.
GRAHAM, NC 27253
DUKE ENERGY ACCOUNT #
0000944580
METER #
506362
CONTINUED ON NEXT PAGE
7

HAW RIVER
HOMA: PUMPS
700 GPM @ 63 FT T.D.H.
20 HP 1760 RPM 208 VOLTS
SPARE PARTS IN TOOL ROOM
SET OF FLOATS
SURGE PROTECTORS
AUTOMATION DIRECT MODEM
12V 7.5Ah AGM BATTERIES
SPARE PUMP
8

BACK CREEK #2
1587 BAKATSIA LANE
GRAHAM, NC 27253
DUKE ENERGY ACCOUNT #
0000944576
METER #
783305
CONTINUED ON NEXT PAGE
9

BACK CREEK #2
TSURUMI PUMP
240 GPM @ 100 FT T.D.H.
15 HP 1750 RPM 208 VOLTS
SPARE PARTS IN TOOL ROOM
SET OF FLOATS
SURGE PROTECTORS
AUTOMATION DIRECT MODEM
12V 7.5Ah AGM BATTERIES
SPARE PUMP
io

BOYD CREEK
1125 INGOLD DR.
GRAHAM, NC 27253
DUKE ENERGY ACCOUNT #
1750037888
METER #
011192
CONTINUED ON NEXT PAGE
11

BOYD CREEK
FAIRBANKS MORSE: MOTORS
FAIRBANKS MORSE: PUMPS
1000 GPM @ 135 FT T.D.H.
75 HP 1800 RPM 460 VOLTS
4" D5434MV SUBMERSIBLE SEWAGE
PUMPS
3/60/460V SUBMERSIBLE MOTOR
S/N 10622438, 10622440
SPARE PARTS IN TOOL ROOM
SET OF FLOATS
SURGE PROTECTORS
AUTOMATION DIRECT MODEM
12V 7.5Ah AGM BATTERIES
SPARE PUMP
12

PYRTLE DRIVE
632 QUINCY COURT
GRAHAM, NC 27253
DUKE ENERGY ACCOUNT #
0004844517
METER #
308295
CONTINUED ON NEXT PAGE
13

PYRTLE DRIVE
HOMA SUBMERSIBLE PUMP
35 GPM @ 58 FT T.D.H.
4 HP 3450 RPM 230 VOLTS
2" VOLUTE 5-7/8" IMPELLER
GO SWITCH/SEAL FAIL RELAY
ABS GUIDE RAIL ADAPTER TO USE FOR BASE ELBOW
SPARE PARTS IN TOOL ROOM
SET OF FLOATS
SURGE PROTECTORS
AUTOMATION DIRECT MODEM
12V 7.5Ah AGM BATTERIES
SPARE PUMP
14

1 CHERRY LANE
1798 CHERRY LANE
HAW RIVER, NC 27258
DUKE ENERGY ACCOUNT #
1308143988
METER #
689197
CONTINUED ON NEXT PAGE
15

CHERRY LANE
CHICAGO PUMP: PUMPS
1740 GPM @ 130 FT T.D.H.
125 HP 1750 RPM 480 VOLTS
CHICAGO PUMP CP6154
SPARE PARTS IN TOOL ROOM
SET OF FLOATS
SURGE PROTECTORS
AUTOMATION DIRECT MODEM
12V 7.5Ah AGM BATTERIES
PUMP REBUILD KIT
16

OLD FIELDS
OLD FIELDS LANE
HAW RIVER, NC 27258
DUKE ENERGY ACCOUNT #
2095117114
METER #
128116
336 438-2202
DUKE ENERGY #: 1 -800-653-5307
REPAIR #: 1 -800-729-7475
CONTINUED ON NEXT PAGE
17

OLD FIELDS
HYDROMATIC : PUMPS
50 GPM
5 HP 1800 RPM 230 VOLTS
SPARE PARTS IN TOOL ROOM
SET OF FLOATS
SURGE PROTECTORS
AUTOMATION DIRECT MODEM
12V 7.5Ah AGM BATTERIES
SPARE PUMP
11
11
18

GRAHAM
° R° NA I
Collection
System Map

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A
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