WQCS00055_Renewal Application_20180321

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Office of the City Manager
134 ase Avenue, T. O. Boal1434, Jfenderson, 9VC 27536
Phone [phone] Fax[phone]: [e-mail] nc.us ��
www.ci.henderson.nc us r fIfl 0
21 March 2018 geGe'\' -
WO 9.g 2014
raSs
Mr. Steve Lewis water eSec on
DWR PERCS permonv
1617 Mail Service Center
Raleigh,N C 27699-1617
Re: City of Henderson Waste Water Collection
System Permit
WQCS00055
Dear Mr. Lewis:
Enclosed you will find the City's application and attachments, as noted on page 2 of 5,
for renewal of our collection system permit per your email dated January 15, 2018. You should
find everything in order but if additional information is needed, please call me at 252-430-5701
or Public Works Director Andy Perkinson at 252-430-6117 or Assistant Public Works Director,
Lee Owen at 252-431-0419.
Thank you for your reminder and I look forward to receiving our renewed permit.
Sincerely,
J.A.41,\..04_ ,... ,___ 4,
Frank Frazier
City Manager
cc Andy Perkinson,Public Works Director
Lee Owen,Assistant Public Works Director
Page 1 of 1

State of North Carolina
~ Department of Environmental Quality
DINR .___.
Division of Water Resources
_ _ _ - - 15A NCAC 02T.0400—SYSTEM-WIDE WASTERWATER 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 Pretreatment, Emergency Response, & Collection Systems (PERCS)
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.
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
O 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 Director's are not authorized to sign this permit application according to the rule
unless they are delegated.
INSTRUCTIONS FOR APPLICATION CSA 04-16&SUPPORTING DOCUMENTATION Page 1 of 5

E. Summary of Attachments Required:
® Instruction A: Cover Letter
El 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
PERCS UNIT
By U.S.Postal Service: By Courier/Special Delivery:
Attn:PERCS Unit Supervisor 512 N.SALISBURY ST.Suite 925
1617 MAIL SERVICE CENTER RALEIGH,NORTH CAROLINA 27604
RALEIGH,NORTH CAROLINA 27699-1617
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 Henderson
2 Facility Information Name City of Henderson Collection System Permit No WQCS00055
3. Applicant type ®Municipal ❑ State ❑Privately-Owned Public Utility
❑ County ❑ Other.
4 Signature authority's name Frank Frazier per 15A NCAC 02T 0106(b)
Title City Manager
5 Applicant's mailing address PO Box 1434
City Henderson State.NC Zip 27536-
6 Applicant's contact information
Phone number [phone] Fax number [phone] Email address ffrazier@ci henderson nc us
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 Renewal9 ❑New ®Renewal
2 County System is located in Vance County
3. Owner&Name of Wastewater Treatment Facility(ies)receiving wastewater from this collection system
Owner(s)&Name(s):Henderson Water Reclamation Facility—City of Henderson
4 WWTF Permit Number(s) NC0020559
5 What is the wastewater types 98%Domestic or 2%Industrial(See 15A NCAC 02T 0103(20))
�j Is there a Pretreatment Program m effect9 ®Yes or❑No
6 Wastewater flow 1 98 MGD(Current average flow of wastewater generated by collection system)
7 Combined permitted flow of all treatment plants. 4 14 MGD
8 Explain how the wastewater flow was determined ❑ 15A NCAC 02T 0114 or®Representative Data
9 Population served by the collection system 17,500
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System
Sewer Line Description Length
Gravity Sewer 147(miles)
Force Main 15 (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 Smgle Building) 0
Simplex Pump Stations(Serving Multiple Buildings) 0
Duplex Pump Stations 13
3 Submit a list of all major(i.e not simplex pump station serving a single family home)pump stations Include the following
mformation
D Pump Station Name
D Physical Location
D Alarm Type(i.e audible,visual,telemetry, SCADA)
D Pump Reliability(Can convey peak hourly wastewater flow with largest smgle pump out of service)
D Reliability Source(permanent/portable generator,portable pumps)
> Capacity of Station(Pump Station Capacity in GPM)
4. Submit a list of all high priority lines accordmg per 15A NCAC 02T 0402(2)known to exist in the collection system Head
the list with"Attachment A for Condition V(4)"and mclude the system name.
D Use the same line identification regularly used by the applicant
> Indicate type of high priority lme(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
Director,Assistant Director,ORC,Utility Maintenance Mechanics
2 Indicate the current designated collection system operators for the collection system per 15A NCAC 08G 0201
Main ORC Name. Joey Giambra Long,Jr Certification Number 990227
Back-Up ORC Name. Andrew James Perkmson Certification Number 14686
See the"WQCS Contacts and ORC Report"for a current listmg of the ORC(s)the Division has on file for WQCS permit
3. Approximate annual budget for collection system only $690,000
4 Submit a copy of your current annual budget.
5 Approximate capital improvement budge for the collection system only: $3,830,930.00
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 ordmances currently m 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 places ®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 m place? ®Yes or❑No
6. Submit a submit a copy of the collection system map (CD or hardcopy)or indicate a schedule for completion
7. Thoroughly read and review the System-Wide Collection System Permit Conditions. Typically compliance schedules
are only offered to NEW permit applicants and NOT permit renewals. Any compliance dates must be included within
the permit prior to issuance or the permit holder will be found in violation upon inspection.
Current If no,Indicate a Typical
Permit Condition Comphance9 Compliance Compliance
Date Schedule
I(4)—Grease ordinance with legal authority to mspect/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 /1 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(m a duplex station,the 2i'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.
11(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,Frank Frazier,City Manager attest that this application for City of Henderson
(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 mformation and attachments are not mcluded, 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 m any application shall be guilty of a Class 2 misdemeanor which may mclude a fine not to exceed
$10,000 as well as vil pen lties up $25,000 per violation
Signature. NLA_ Date Z Z
APPLICATION CSA 04-16 Page 5 of 5

City of Henderson Collection System Pump Stations
Station Name Station Address Station Location Alarm Type Pump Type Pump Make/HP Pump Reliability Reliability Source Station Capacity Priority
Sandy Creek 482 Rockmill Road E.Andrews Avenue to Vicksboro Road-Right onto Rockmill Audible, Below Ground Fairbanks Morse Station can convey peak hourly Permanent Generator,
Road-0.4 miles station on right. Visual, in Drywell /250 HP flow with largest single pump Portable Generator, 2750 GPM 1
Telemetry, out of service. Portable Pumps
SCADA
Redbud 51 Vance Academy Road Corner of Oxford Road and Vance Academy Road. Audible, Below Ground Fairbanks Morse Station can convey peak hourly Permanent Generator, Small Pump-
Visual, in Drywell /(1 small pump flow with largest single pump Portable Generator, 1200 GPM/ Large 2
Telemetry, 125 HP) (2 large out of service. Portable Pumps pump-2050 GPM
SCADA pump 190 HP) ,
Martins Creek 1416 Rock Mill Road E.Andrews Avenue to Vicksboro Road- Right onto Rockmill Audible, Above Ground Gorman Rupp/ Station can convey peak hourly Permanent Generator,
Road-1.5 miles station on right. Visual, 40 HP flow with largest single pump Portable Generator, 815 GPM 3
Telemetry out of service. Portable Pumps
Industrial Park 311 Peter Gill Road South on Raleigh Road - Left onto Peter Gill Road-0.3 miles Audible, Submersible Hydromatic/30 Station can convey peak hourly Permanent Generator,
station on left. Visual, HP flow with largest single pump Portable Generator, 300 GPM 4
Telemetry out of service. Portable Pumps
Huntstone 463 West Waycliff Road HWY 158 West to Huntstone Subdivision- Right onto Audible, Submersible Hydromatic/25 Station can convey peak hourly Permanent Generator,
Huntstone Road- Left onto W Waycliff Road-Station on Visual, HP flow with largest single pump Portable Generator, 180 GPM 5
left. Telemetry out of service. Portable Pumps
Wortham Court 211 Wortham Court North on Satterwhite Point Road- Left onto Wortham Court Audible, Above Ground Gorman Rupp/ Station can convey peak hourly Permanent Generator,
-Station at end of road. Visual, 20 HP flow with largest single pump Portable Generator, 200 GPM 6
Telemetry out of service. Portable Pumps
Zeb Robinson 68 Market Street Ruin Creek Road onto Charles Rollins Road -Straight onto Audible, Above Ground Gorman Rupp/ Station can convey peak hourly Portable Generator,
Zeb Roberson Road-Right onto Market Street-0.4 miles Visual, 15 HP flow with largest single pump Portable Pumps 125 GPM 7
station on right. Telemetry out of service.
Country Club 303 Beechwood Trail Oxford Road to Country Club Drive- Left onto Dogwood Audible, Above Ground Crown/7.5 HP Station can convey peak hourly Portable Generator,
Drive- Left onto S Woodland Road - Right onto Lakeside Visual, flow with largest single pump Portable Pumps 100 GPM 8
Drive- Left onto Deepwood Drive- Right onto Beechwood Telemetry out of service.
Trail station on left.
Julia Avenue 1826 Julia Avenue South on Raleigh Road-Right onto First Street- Right onto Audible, Above Ground Gorman Rupp/ Station can convey peak hourly Portable Generator,
Julia Avenue-0.3 miles station on left. Visual, 7.5 HP flow with largest single pump Portable Pumps 100 GPM 9
Telemetry out of service.
Chicken Farm 1106 Water Street E.Andrews Avenue onto N Pinkstone Street-Right onto Audible, Below Ground Fairbanks Morse Station can convey peak hourly Portable Generator,
Water Street station on right. Visual, in Drywell /7.5 HP flow with largest single pump Portable Pumps 100 GPM 10
Telemetry out of service.
Harris Street 601 Harris Street Old Norlina Road to Harris Street-0.3 miles to station. Audible, Above Ground Gorman Rupp/ Station can convey peak hourly Permanent Generator,
Visual, 10 HP flow with largest single pump Portable Generator, 100 GPM 11
Telemetry out of service. Portable Pumps
Partin Street 140 Partin Street N.Garnett Street to Partin Street-Station at end of street. Audible, Submersible Hydromatic/2 Station can convey peak hourly Portable Generator,
Visual, HP flow with largest single pump Portable Pumps 50 GPM 12
Telemetry out of service.
Sunnyview 450 Sunnyview Road Water Street onto Sunnyview Road -Station at end of road. Audible, Submersible Peabody Barns/ Station can convey peak hourly Portable Generator,
Visual, 2 HP flow with largest single pump Portable Pumps 75 GPM 13
Telemetry out of service.

ATTACHMENT A
HENDERSON COLLECTION SYSTEM HIGH PRIORITY LINES
DATE:
DESCRIPTION AND LOCATION TYPE COMMENTS INSPECTED-BY
1 SOUTHERN VANCE H S. 8 INCH A, P
2 MARTINS CREEK OUTFALL A, P
3 RED BUD PUMP STATION 8 INCH A, P
4 RED BUD OUTFALL A, P
5 RED BUD PUMP STATION 12 INCH A, P
6 WESLEY DRIVE 8 INCH A, P
7 GRAHAM AVE OUTFALL A, P
8 ROSS MILL ROAD OUTFALL A, P
9 HUGHS FARM 15 INCH A, P
10 CITY HALL 15 INCH OUTFALL A, P
11 SHANK STREET 8 INCH A, P
12 SANDY CREEK OUTFALL A, P
13 VANCE GRANVILLE COMM COLLEGE A, P
14 SANDY CREEK OUTFALL A, P
15 1-85 42 INCH A, P
16 LULU'S LANDING, BECKFORD DR. 8" A, P
17 NORTHERN VANCE OUTFALL A, P
18 ALEXANDER ST. EXTENSION 8 INCH A, P
19 SOUTHERN PINES 8 INCH A, P
20 RANES DR 8 INCH A, P
21 TRUMAN OUTFALL A, P
P- Parallel to Creek
A Aerial

06/29117 CITY(� ENDERSON
i 4:07:52 (D)
EXPENSE WORKSHEET Fiscal Yea, Page 191
REPORT
12 2017
Account Number Previous Year Current Expended/
Actual Budget Budget Encumbered Spent st% EExADept Manager Council
(828)-SEWER COLLECTIONpense I Request Recommend Approved
31-828-500200 SALARIES&WAGES
127,751 72 125,900.00 133,400.00 106,712 62 79 99 125,600 00 138,000.00 138,000.00 138,000.00
DR-THIS IS FOR A FULL STAFF OF FIVE EMPLOYEES.2/1/17 EV
31-828-500201 HOLIDAY PAY
5,776.81 5,800.00 6,600.00 5,459.00 82.71
DR-THIS IS FOR A FULL STAFF OF FIVE EMPLOYEES.2/1/17 EV 6,800.00 6,700.00 6,700.00 6,700.00
31-828-500220 HOLIDAY BONUS
1,083.27 1,100.00 1,100.00 866.28 78.75
DR-THIS IS FOR A FULL STAFF OF FIVE EMPLOYEES.2/1/17 EV 900.00 1,10000 1,100.00 1,100.00
31-828-500225 EMPLOYEE RECOGNITION
108.28 200.00 150.00 108.28 72.18
DR-THIS FOR ANDRE HOWARD-FIVE YEARS OF SERVICE 2/1/17EV 0.00 110.00 110.00 110.00
31-828-500400 PROFESSIONAL SERVICES
66.67 1,000 00 1,000 00
0.00 0.00 500.00 1,000.00
DR-THIS IS NEEDED FOR ANY LEGAL FEES THAT MAY ACCURAL IN THE FY. 2/1/17EV 1,000.00 1,000.00
31-828-500404 PROF SERVICES:MEDICAL
0.00 0.00 0.00 0.00 0.00
31-828-500500 FICA/MEDICARE 0.00 0.00 0.00 0.00
11,001.00 11,500.00 12,100 00 10,208.73 84.36 12,400.00 12,300.00 12,300.00 12,300.00
DR-THIS IS FOR A FULL STAFF OF FIVE EMPLOYEES.2/1/17 EV
31-828-500600 GROUP MEDICAL
23,640.20 25,000.00 28,520.00 21,328.36 74.78 26,400.00
DR-THIS IS FOR A FULL STAFF OF FIVE EMPLOYEES.2/1/17 EV 30,300.00 30,300.00 30,300.00
Per CM instructions I entered in health insurance amount based on corrected
matrix. Will need adjusted once new insurance premium amounts are obtained.
3/2/17 Pat.
31-828-500601 RETIREE HEALTH CARE
23,906.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00

'06/21/17t ICITY lENDERSON
14:07:52 03) Fiscal
EXPENSE WORKSHEET REPORT Month Yea, page 192
12 2017
Account Number Previous Year Current Expended/
Actual Bud et Est Annual Dept Manager Council
9 Budget Encumbered Spent Expense Request Recommend
31-828-500606 GROUP DENTAL INSURANCE q Approved
1,808.71 2,100.00 2,200.00 1,338.75 60.85
1,800.00 2,100.00 2,100.00 2,100.00
DR-THIS IS FOR A FULL STAFF OF FIVE EMPLOYEES.2/1/17 EV
31-828-500610 GROUP LIFE INSURANCEI
391.50 700.00 1,000.00 301.55 30.15
500.00 700.00 700.00
DR-THIS IS FOR A FULL STAFF OF FIVE EMPLOYEES.2/1/17 EV I 700.00
31-828-500611 GROUP LTD INSURANCE -
257.33 400 00 400.00 218.40 54.60
300.00 400.00 400.00 400.00
DR-THIS IS FOR A FULL STAFF OF FIVE EMPLOYEES.2/1/17 EV I
31-828-500700 RETIREMENT
5,485.55 10,100.00 12,700 00 9,815.59 77.28 12,200.00 12,500.00 12,500.00 12,500.00
IDR-THIS IS FOR A FULL STAFF OF FIVE EMPLOYEES.2/1/17 EV
31-828-500800 OVERTIME PAY I
12,476.94 14,000.00 15,400 00 12,
878.17 83.62 12,000.00 14,000.00 14,000.00 14,000.00
IDR-THIS IS FOR A FULL STAFF OF FIVE EMPLOYEES.2/1/17 EV
31-828-500810 STRUCTURED OT I
369.83 1,000.00 1,000.00 974.95 97.49
1,000.00 1,000.00 1,000.00 1,000.00
DR-THIS IS FOR A FULL STAFF OF FIVE EMPLOYEES.2/l/17 EV
31-828-500910 STATE UC PR TAX I
0.00 1,100.00 0.00 0.00 0.00
2,300.00 0.00 0.00
DR-THIS IS FOR A FULL STAFF OF FIVE EMPLOYEES.2/1/17 EV 0.00
TOOK OUT 2300.00 BECAUSE IT'S IN 31-660-500900. LB 3/30/17
31-828-501100 TELEPHONE(LANDLINES)
915.55 1,000.00 1,000.00
765.41 76.54 1,000.00 1,000.00
DR-THIS IS FOR 30% OF THE FAX LINE AND THE ALARM. THE OTHER 30% COMES OUT OF 1,000.00 1,000.00
WATER AND 40% COMES OUT OF ADMIN. 2/1/17 EV
31-828-501101 CELLPHONES(VERIZON)
794.02 800 00 800.00 668.76 83.59
DR-SMART PHONES FOR THE CREW LEADERS INSTEAD OF THE OLDER PHONES 800.00 1,300.00 1,300.00 1,300.00
WADE WEST-226-2852-$700
ANDRE HOWARD-425-3744-$700 2/1/17 EV

06/21/17',, CITY , „
�°iENDERSON
`14:07:52 03) EXPENSE WORKSHEET REPORT 12 Month Fiscal 201
2017
Page 193
Account Number Request RecoPrevious Year Current Expended/ % Est Annual Dept
Actual Budget Budget Encumbered Spent Expensep Manager Council
31-828-501150 DATA SERVICES/INTERNET mmend Approved
703.31 1,100.00 1,500.00 919.99 61.33 1,500.00 1,600.00 1,600.00 1,600.00
DR- FOR DATA SERVICE FOR TWO IPADS= $41X12=$492*2=$984
INTERNET SERVICES-$10X12=$200
NCOL BROADBAND-$30X12=$400 2/1/17 EV
31-828-501200 POSTAGE
18.79 200.00 200.00 0.00 0.00 100.00
200.00 200.00 200.00
DR-TO USE TO MAIL ANY THING OUT. 2/1/17 EV I
31-828-501300 UTILITIES:ELECTRIC
8,647.35 15,300.00 12,600.00 8,698.39 69.03 13,900.00 15,000.00 15,000.00 15,000.00
DR-THIS IS 30% OF THE ENTIRE ELECTRIC BILL THE OTHER IS CHARGED TO 10-545=40% AND
30-818=30%. DID NOT ADD THE 5% INCREASE BECAUSE IT SEEMS TO BE STEADY. 2/1/17 EV
31-828-501303 UTILITIES:WATER/SEWER
1,159.28 2,500.00 2,000.00 813.28 40.66
0.00 2,000.00 2,000.00 2,000.00
DR-THIS IS 30% OF THE ENTIRE WATER BILL THE OTHER IS CHARGED TO 10-545=40% AND
30-818=30%. DID NOT ADD THE 5% INCREASE BECAUSE IT SEEMS TO BE STEADY. PUT LESS
THAN LAST YEAR BECUASE OF THE SEWER CREDIT WE ARE RECEIVING. 2/1/17 EV
Added 2,000 per CM instructions 4-7-17 psp
31-828-501305 UTILITIES:HEAT OIUGAS
2,478.63 5,300.00 5,000.00 3,036.32 60.72 2,500.00 5,000.00 5,000.00 5,000.00
DR-THIS IS 30% OF THE ENTIRE HEATING BILL THE OTHER IS CHARGED TO 10-545=40% AND
30-818=30%. DID NOT ADD THE 5% INCREASE BECAUSE IT SEEMS TO BE STEADY. 2/1/17 EV
31-828-501400 TRAVEL&SCHOOLS
954.56 3,500.00 3,000.00 1,273.67 42.45 2,500.00 3,000.00 3,000.00 3,000.00
DR-THIS IS FOR A FULL STAFF OF FIVE TO TAKE ANY CLASSES THEY MAY NEED TO CONTINUE
THERE EDUCATION. 2/1/17EV
CHANGED TO 3,000 PER CM. 4/13/17 LB
31-828-501500 M&R BLDGS
1,528.57 3,000.00 2,500.00 1,482.66 59.30 3,000 00 3,000.00 3,000.00
DR-THIS IS FOR REPAIRS MADE TO THE BUILDING OR FOR ANY OTHER IMPROVEMENTS THAT 3,000.00
NEED TO BE MADE TO THE BUILDING. THIS IS 30% OF THE ENTIRE ACCOUNT THE OTHER IS

' 06/21/17
CITY t )IENDERSON Fiscal
14:07:52 (D) EXPENSE WORKSHEET REPORT Month Year
12 2017 Page 194
Account Number Previous Year Current Expended/ % Est Annual
Actual Budget Budget Encumbered Spent Expense Dept ManagerCouncil
p Request Recommend Approved
(CHARGED TO 10-545=40% AND 30-818=30%. 2/1/17EV
31-828-501502 REPAIR/UTILITY PATCHING I
2,092 16 34,400.00 35,000 00 21,749.00 62.14 35,000 00 30,000.00 30,000.00 30,000.00
DR-FOR PATCHING AND REPAIRS THOUGH OUT THE CITY WHERE IT BAS BEEN DUG UP TO FIX
SEWER ISSUES.
ANDY NEEDS TO VERYIFY THIS AMOUNT.
2/1/17EV
Reduced to 30,000 per CM instructions 4-7-17 psp
31-828-501600 M&R-EQUIPMENT
3,981.24 13,000.00 11,000.00 8,459.05 76 90 10,000.00 13,000.00 13,000.00 13,000.00
DR-PUMP REPAIR, AND SUCTION HOSES, PIPE SAW BLADES, BACKHOE BUCKET TEETH, MOTROLOA
RADIO MAINTENANCE, ELECTRONIC EQUIPMENT REPAIRS, CONCREAT SAW BLADES, MACHINE
WORK, FITTINGS, RODS BITS, JET VAC HOSE, NOZZLE, GAS DECTECTOR CALIBRATION,
BUSHHOG. 2/1/17EV
31-828-501605 M&R EQUIPMENT-GARAGE
7,701.02 11,100.00 7,100.00 273.10 3.84 8,000.00 7,000.00 7,000.00 7,000.00
DR-TO MAKE REPAIRS TO JET VAC, BACKHOE, TRACTOR, EQUIPMENT ON THE VEHICLES. 2/1/17
EV
Reduced from 11,600 to 7,000 per CM instructions 4-7-17 psp
31-828-501705 M&R-AUTO GARAGE
0.00 0.00 0.00 0.00 0.00
31-828-502600 ADVERTISING 0.00 0.00 0.00 0.00
0.00 500.00 500 00 34.52 6.90
200.00 500.00 500.00 500.00
DR-TO FILL VACANCIES THROUGHOUT THE YEAR. 2/1/17 EV
31-828-503100 AUTOMOTIVE SUPPLIES
0.00 300 00 300.00 68.00 22.66
300.00 300.00 300.00 300.00
DR-THIS IS FOR PROPANE TANKS THAT ARE USED ON THE TOW MOTOR. 2/1/17 EV

06/21✓17,:j
CITY ENDERSON
1 (D)4:07:52 � EXPENSE WORKSHEET REPORT 12 201Month Fiscal
01 2 -'' Page 195
7
Account Number Expense Previous Year Current Expended/
Actual Budget Budget Encumbered Spent EExpst I Dept Manager Council
31-828-503105 AUTO SUPPLIES-GARAGE p Request Recommend Approved
692.82 6,000.00 9,000 00 6,654.16 73.93
9,000.00 6,400.00 6,400.00 6,400.00
DR-TO MAKE REPAIRS TO FLEET TO KEEP THEM RUNNING SMOTHLY.2/1/17 EV
THE CURRENT YEAR BUDGET IS BECAUSE ONE OF THE TRUCKS WAS INVOLVED IN AN ACCIDENT.
2/1/17
31-828-503106 MOTOR FUELS
4,873.38 11,000.00 10,000.00 5,710 41 57.10
9,000.00 10,000.00 10,000.00 10,000.00
DR-THIS IS USING FUEL PRICING AT $4.60 PER GALLON FOR DIESEL AND 3.60 PER GALLON
FOR REGULAR FUEL. STILL USING THIS CURRENT PRICING EVEN THOUGH FUEL PRICING IS
DOWN SO IF PRICING JUMPS UP. 2/1/17 EV
PER CM RECOMENDATIONS TO MAKE CUTS. 4-4-17 EV
31-828-503200 HARDWARE/SOFTWARE SUPP
645.70 700.00 2,400 00 2,062.13 85.92 3,000.00 3,400.00
DR-THIS WOULD PURCHASE ONE IPAD FOR CREW LEADER TO USE FOR WORK ORDER SYSTEM-$600 3,400.00 3,400.00
PRINTER CARTRIDGES FOR THE SENIOR CREW LEADERS DESK. TONERS ARE ABOUT $60.00
EACH.-$300 (THIS WOULD GET FOUR AND WATER WOULD GET FOUR)
$2500 FOR THE LICENSE FEE RENEWAL FOR THE WORK ORDER SYSTEM. THIS IS BROKE DOWN
BETWEEN DEPARTMENTS WITH THE TOTAL COST BEING $10000
31-828-503300 DEPARTMENTAL SUPPLIES
8,963.43 12,900.00 13,000.00 9,783.01 75.25 13,500.00 13,000.00 13,000.00 13,000.00
DR-PIPE CLEANING NOZZLE FOR JET VAC, PIPE SAW (WACKER) , LIGHT BULBS, MANHOLE RAIN
STOPPER PANS, TOOLS, SHOVELS, SAFETY BARICADES, SAFETY ROAD SIGNS/STANDS, CAUTION
SIGNS, FIRST AID KITS, MISC TOOLS OFFICE SUPPLIES, TRAFFIC SAFETY CONES, POLE SAW
LOCATOR. 2/1/17 EV
CHANGED TO 13,000 PER CM. 4/13/17 LB
31-828-503312 FINES&PENALTIES
0.00 1,000.00 500.00 279.45 55.89
500.00 500.00 500.00 500.00
DR-THIS IS NEEDED FOR ANY OSHA FINES AND PENALTIES THAT MAY OCCUR DURING THE YEAR.
2/1/17 EV

66/21/17` _
CITY k )ENDERSON Fiscal
14:07:52 (D) EXPENSE WORKSHEET REPORT Month Yeas
12 2017 Page 196
Account Number
Previous Yea r Current Expended/ % Est Annual Dept Mana er
Actual Budget Budget Encumbered Spent Expenseg Council
31-828-503600 UNIFORMS Request Recommend Approved
4,344.59 6,900 00 6,500 00 4,728.57 72.74 6,400.00
DR-THIS IS UNIFORMS FOR A FULL STAFF OF FIVE FULL TIME EMPLOYEES, BOOTS, RAIN
6,000.00 6,000 00 6,000.00
SUITS. SOME NEED NEW JACKETS.2/1/17 EV
Reduced from 6900 to 6000 4-7-17 psp
31-828-504500 CONTR SERV:ROUTINE
3,280.75 25,800 00 28,900.00 20,979.57 72.59 15,000.00 30,000.00 30,000.00 30,000.00
DR-GRANVILLE COMMUNICATIONS (RADIO CONTRACT) -$600
SIMPLEX (TIME CLOCKS) -$300
SIMPLEX (SPRINKLER SYSTEM) -$300
WHITCO PEST CONTROL - $400.00
AHNER-FOR SECURITY AND ANY REPAIRS THAT MAY NEED TO BE DONE ON ALARM SYSTEM OR
OUTSIDE CAMERAS WITHIN THE BUDGET YEAR.-$500
CLARK GENERATOR MAINTENANCE-$400
CUSTOM OVERHEAD DOORS-$600
UNIFIRST - LOGOMATS, HAND TOWELS-$1200
ALFORD LEASING COPIER LEASING-$500+$100 FOR COLIER COPIES $600
ZEE MEDICAL (FIRST AID CONTRQACTY) -$200
CEI-FOR TONER REPLACEMENT - $300
CLEANING AT THE OPERATIONS CENTER-$2700 WANDA'S CLEANING SERVICE
MARIA PARHAM HOSPITAL-RANDOM DRUG TESTING-$300
DUMPSTER RENTAL-$800 8CY TO BE DUMPED WEEKLY.
HALTH FAIR CHARGES FOR FIVE EMPLOYEES - $400
VANCE COUNTY HEALTH DEPARTMENT - $300
SEWER REPIRS AND ROAD BOARS-$18,500
TESTING - $2000
FOR 811 CALLS USING SAME AVERAGE AS LAST YEAR BECAUSE THIS HAS NOT BEEN ACTIVE
FOR A FULL YEAR 3677X.87=$3200
2/1/17/EV
$600-GPS TRACKING UNITS 2-28-17 EV
Reduced from 37200 to 30000 4-7-17 psp
4

06/21/17 r!jCITY( ENDERSON
- 14:07:52 (D) Fiscal
EXPENSE WORKSHEET REPORT Month Year page 197
12 2017
Account Number Previous Year Current Expended/ % Est Annual
Actual Budget Budget Encumbered Spent Dept Manager Council
Exp ense Request Recommend Approved
31-828-504501 LICENSES/PERMITS/FEES
1,000.00 1,000,00 500.00 0.00 0.00
500.00 1,000.00 1,000.00 1,000.00
DR-WPCSOCC-$500 2/1/17 I
31-828-504502 REIMB-UTILITY POLICY
1,795.07 1,800.00 2,400.00 2,382.20 99.25 1,900.00
DR-FY 16-17 SHOULD HAVE BEEN THE LAST REIMBURSEMENT FOR DANNY GUINN (STRATFORD 0.00 0.00 0.00
HILLS) 2/1/17 EV
31-828-504600 CREDIT CARD SERVICE FEES
0.00 1,000.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
DR-HAVE NOT HAD ANY LUCK GETTING ONE AT THE OPERATIONS CENTER. 2/1/17 EV I
31-828-505300 DUES&SUBSCRIPTIONS
1,310.00 1,600.00 1,600.00 1,310.00 81.87 1,600 00
1,600.00 1,600.00 1,600.00
DR-NCDENR (ANNUAL MEMBER SHIP)
-$1,400
WPCSOCC (ANNUAL MEMBERSHOP) -$200 2/1/17EV
31-828-505401 GENERAL LIABILITY INS
366.95 366.95 1,200.00 673.35 56.11
31-828-505403 PUBLIC OFFIC LIAB INS 700.00 1,300.00 1,300.00 1,300.00
338.71 338.71 315.08 315.08 100.00
31-828-505405 MUNICIPAL EQUIP INS 400.00 600.00 600.00 600.00
1,110.14 1,110.14 1,401.35 1,401.35 100.00 1,410.00
31-828-505408 AUTO INSURANCE 1,500.00 1,500.00 1,500.00
2,544 84 2,544.84 3,711.68 3,711.68 100.00
3,720.00 3,900.00 3,900.00 3,900.00
31-828-505409 INSURANCE DEDUCTIBLE
941.00 941.00 4,000.00 1,833.28 45.83 1,500.00 5,000.00
DR-FOR ANY SEWER BACKUP CLAIMS THAT MAY OCCUR. THE DEDUCTABLE PER CLAIM IS 5,000.00 5,000.00
$2500.00 2/1/17EV
31-828-505410 WORKERS COMP INSURANCE
7,086.71 7,086.71 10,083.29 10,083.29 100.00 10,100.00
'Reduced from 11,500 to 11,000 4-7-17 psp 11,000.00 11,000.00 11,000.00
I

06/21/17 1 w CITY C ENDERSON '"°
14:07:52 (D) EXPENSE WORKSHEET REPORT Month Fiscal Year )
12 2017 Page 198
Account Number Previous Yea r Current Expended/ % Est Annual Dept Manager
Actual Budget Budget Encumbered Spent Expenseg Council
31-828-505413 INS DEDUCTIBLE.W/C Request Recommend Approved
0.00 0.00 1,000.00 0.00 0.00
31-828-505702 EMPLOYEE RECOGNITION 500 00 1,000.00 1,000.00 1,000.00
0.00 0.00 0.00 0.00 0.00
31-828-507400 CAPITAL OUTLAY<$5,000 0 00 0.00 0.00 0.00
2,475.78 5,500.00 3,650.00 3,513 16 96 25
3,600.00 4,400.00 4,400.00 4,400.00
DR-595 RAMMER TAMP (JUMPING JACK) -$2600 THIS IS NEEDED FOR SOIL COMPACTION AND FOR
EVERY CREW NEEDS ONE TO AVOID DOWN TIME WHILE WAITING TO BORROW FROM ANOTHER CREW.
Reduced from 13900 to 4400 4-7-17 psp
STIHL TS 800 16" CUT OFF SAW-$1400.00-THE SAWS ARE NEEDED IN DAILY OPERATING
DUTIES, SO EACH TRUCK OR CREW WILL BE ABLE TO WORK WITHOUT HAVE TO COME BACK AND
FORTH TO THE SHOP.
STIHL PRO CART-$550-THE HOP SAW MOUNTS TO THIS AND ENABLE TO THE STREETS TO BE CUT
FASTER AND STRAIGHTER, PLUS THE SAVINGS ON EMPLOYEES BACK.
GAS DETECTOR ($1,100 EACH)$4400-MSA ALTAIR MULTIEGAS DETECTOR. THIS WILL ALLOW
EACH CREW TO HAVE A DETECTOR ON HAND WHEN THE NEED ARISES TO ENTER A CONFINED
SPACE SAFETLY AS REQUIRED BY LAW.
VM540 SOUNDE LOCATOR-$900- THIS IS NEEDED WHEN LOCATING BURIED VALVES, VALVE
BOXES, PROPERTY MARKERS AND LOCATING PIPE WHEN DIGING.
VIVAX VLOC 9800 PIPE AND CABLE LOCATOR-$4000 THIS IS NEEDED FOR CALLS CONCERNING
LOCATING UTILITIES FOW NEW OR OLD CONSTRUCTION.2-22-2017 EV
ECOLOGY BLOCKS-$2700 WHICH WILL BE SPLIT WITH WATER AND ADMIN. 2-24-17 EV
TAKE OUT THE ECOLOGY BLOCKS $2700 4-4-17 EV
31-828-507401 LEASE PAYMENT
0.00 0.00 0.00 0.00 0.00
31-828-507405 CAPITAL OUTLAY>$5,000 0.00 0.00 0.00 0.00
0.00 277,300.00 3,600.00 3,600.00 100.00 3,600.00
IDR- TRACTOR/BUSHOG JOHN DEERE-$55,000 WITH A LEASE PURCHASE PRICE OF $11,900 FOR
0.00 0.00
I
WU

06,/21/17''
CITY C
'y __ANDERSON
Month Fiscal Year
Page 199
(D) EXPENSE WORKSHEET REPORT 12 2017Previous YearCurrent Expended/ % Est Annual Dept Manager Council ilAccount Number Actual Budget Budget Encumbereded Spent Expense
Request Recommend Approved
FIVE YEARS. THIS IS NEEDED TO KEEP ALL OF OUR WATER AND SEWER LINES ACCESSABLE
FOR MAINTENANCE AND REPAIRS.
PAINTING OF BUILDING ON THE INSIDE: (THIS IS APPROXIMATELY 33230.687 FEET AT $1.80
PER SQUARE FOOT.)$65,000-40% COMING OUT OF ADMIN-$26,000 AND 30% COMING OUT OF
WATER AND SEWER WHICH IS $19,500 EACH.
RESURFFACING OF PARKING LOT?????
NEW TRUCK WITH JET 9007°w>2/22/2017 EV
THIS IS JUST GETTING THE TRACTOR BUSHOG AND PUTIING THE PAINTING AND RESURFACING
IN A CIP PROJECT. 4-4-17 EV
Removed 55,000 4-7-17 psp
31-828-509718 TRANSFER TO WATER 50%LOCATOR
0.00 0.00 16,400.00 16,400.00 100.00 16,400.00 16,500.00 16,500.00 16,500.00
DR-HOW WOULD THIS BE DONE SINCE WE ONLY JUST HIRED FOR THE LOCATOR POSITION.
2/1/17 EV
DR-THIS IS FOR 50% OF THE 811 LOCATORS SALARY TO BE ADDED BACK TO WATER. $220.00
PAYOUT
$2,610.00 FICA
$450.00 UNEMPLOYMENT TAX
$2,653.00 RETIREMENT
$5,600.00 INSURANCE
$431.00 DENTAL
$186.00 LIFE
$82.00 LTD
$31,345.60 SALARY
$1,100.00 UNIFORMS
$44,677.60 TOTAL $22,338.80 HALF OF THE LOCATOR POSITION. 2/1/17EV

06/21/17 � CITY C �ENDERSON
-1)
14:07:52 (D) EXPENSE WORKSHEET REPORT Month Fiscal Year
12 2017 Page 200
Account Number Previous Year Current Expended/ % Est Annual Dept Manager Council
Actual Budget Budget Encumbered Spent Expense Request Recommend Approved
This has been adjusted due to the hiring of a Locator and the pay is less. This
includes a third of the salary, uniforms, and some for vehicle use. 3-28-17 ev
31-828-545700 SEWER COLLECTION MAINT REPAIR
4,310.80 21,800.00 20,000.00 10,795 17 53.97 20,000.00 20,020.00 20,020.00 20,020.00
DR-MATERIALS USED FOR MAINTAINING SANITARY SEWER SYSTEM PIPE, MANHOLE LID AND RIM
DUCTILE, IRON PIPE, TAPPING SADDLES, SEWER FITTINGS, BRASS CLEANOUT PLUGS,
SEWERLINE COUPLINGS, MANHOLE RAIN STOPPERS, LIDS, GRAVEL, MASONARY BLOCK CONCRETE
PLUG, TAR MANHOLE SEALER, HYRDRATED LIME. 2/1/17EV
CHANGED TO 20,020 PER CM. 4/13/17 LB
31-828-545900 SEWER TAPS
0.00 6,000.00 6,000.00 300.00 5.00
1,000.00 6,000.00 6,000.00 6,000.00
DR-MANHOLE LIDS, LARGE DIAMETER PIPE TAILING SADDLES, SEWER FITTINGS, BRASS
CLEANOUT PLUGS, GRAVEL BLOCK, QUICK SEALING CONCRETE, MANHOLE SEALER, TRACER WIRE
FOR SERVICE. 2/1/17 EV
DEPT TOTAL(828)-SEWER COLLECTION
291,178 96 684,588.35 444,231.40 324,968.69 73.15 404,830.00 446,230.00 446,230.00 446,230.00

06/2I/17 a CITY C yNDERSON
�) EXPENSE WORKSHEET REPORT Month
F�scalYear
14:07:52
12 20er Pale 201
Account Number Previous Year Current Expended/
Actual Budget Budget Encumbered Spent Ex enseal Dept Manager Council
(829)-SEWER COLLECTION I&I p Request Recommend Approved
31-829-500200 SALARIES&WAGES
69,756.16 69,700.00 74,400.00 50,618.60 68.03 63,600.00 80 700.00 80 700.00
DR-THIS IS FOR A FULL STAFF OF THREE EMPLOYEES.2/2/17EV 80,700.00
31-829-500201 HOLIDAY PAY
3,296.16 3,520.00 3,700.00 2,704.98 73.10
DR-THIS IS FORA FULL STAFF OF THREE EMPLOYEES.2/2/17EV 3,600.00 4,000.00 4,000.00 4,000.00
31-829-500220 HOLIDAY BONUS
595.15 700.00 700.00 433.14 61.87
DR-THIS IS FOR A FULL STAFF OF THREE EMPLOYEES.2/2/17EV 500.00 700.00 700.00 700.00
31-829-500225 EMPLOYEE RECOGNITION
108.28 200.00 0.00
0.00 0.00 200.00 350.00
DR-THIS IS FOR TROY GOOCH FOR 15 YEARS OF SERVICE.2/2/17 EV 350.00 350.00
31-829-500300 SALARIES&WAGES-P/T
0.00 3,200.00 2,000.00 0.00 0 00
DR-THIS IS NEEDED TO HELP DURING PERIODS WHEN WE ARE SHORT. 2/2/17 o0EV0.00 0.00 0.00 0.00
CHANGED TO 0 PER CM. 4/13/17 LB
31-829-500400 PROFESSIONAL SERVICES
0.00 800.00 800.00 0.00 0.00
DR-THIS IS FOR MISC LEGAL SERVICE. 2/2/17 EV 500.00 1,000.00 1,000.00 1,000.00
31-829-500404 PROF SERVICES: MEDICAL
0.00 0.00 0 00
0.00 0.00 0.00 0.00
0.00 0.00
31-829-500500 FICA/MEDICARE
5,886.94 6,000.00 6,700.00 4,778.43 71.31
DR-THIS IS FOR A FULL STAFF OF THREE EMPLOYEES.2/2/17EV 6,000.00 7,300.00 7,300.00 7,300.00
31-829-500501 MEDICARE-1.45%
0.00 0.00 0.00 0.00 0.00
31-829-500520 DATA PROCESSING EQUIP/SUPPLIES 0 00 0 00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
0.00

06/21/17 CITY C f ENDERSON -)
14:07:52 (D) EXPENSE WORKSHEET REPORT 12 2Year017 Month Fiscal 2017 Page 202
Account Number p se Previous Year Current Expended/
Actual Budget Budget Encumbered Spent Expense Annualst Dept ManagerommeCouncil •
31-829-500600 GROUP MEDICAL Request Recommend Approved
14,264.58 15,000.00 17,110.00 10,664.18 62.32 14,000.00 18,200.00 18,200.00 18,200.00
DR-THIS IS FOR A FULL STAFF OF THREE EMPLOYEES.2/2/17EV
Per CM instructions i entered in health insurance amount based on corrected
matrix. Will need adjusted once new insurance premium amounts are obtained.
3/2/17 Pat.
31-829-500606 GROUP DENTAL INSURANCE
1,091.49 1,300.00 1,300.00 684.25 52.63 1,000.00 1,300.00
IDR-THIS IS FOR A FULL STAFF OF THREE EMPLOYEES.2/2/17EV 1,300.00 1,300.00
31-829-500610 GROUP LIFE INSURANCE
236.25 400 00 600.00 155.25 25.87
300.00 400.00 400.00 400.00
DR-THIS IS FOR A FULL STAFF OF THREE EMPLOYEES.2/2/17EV
31-829-500611 GROUP LTD INSURANCE
147.57 200.00 300.00 106.24 35.41
200 00 300.00 300.00 300.00
DR-THIS IS FOR A FULL STAFF OF THREE EMPLOYEES.2/2/17EV
31-829-500620 WORKERS COMPENSATION
0.00 0.00 0.00 0.00 0.00
31-829-500700 RETIREMENT 0.00 0.00 0.00 0.00
2,990.53 5,280.00 6,800.00 4,619.32 67.93
6,900.00 7,200.00 7,200.00 7,200.00
DR-THIS IS FOR A FULL STAFF OF THREE EMPLOYEES.2/2/17EV
31-829-500800 OVERTIME PAY
5,627.02 6,000.00 8,000.00 5,170 68 64 63 6,000.00
IDR-THIS IS FOR A FULL STAFF OF THREE EMPLOYEES.2/2/17EV 6,000.00 6,000.00 6,000.00
31-829-500810 STRUCTURED OT I
42.35 500.00 700.00 683.47 97.63
600.00 500.00 500.00 500.00
DR-THIS IS FOR A FULL STAFF OF THREE EMPLOYEES.2/2/17EV I
31-829-500900 MERIT ADJUSTMENTS
0.00 0.00 0 00 0 00 0.00
31-829-500910 STATE UC PR TAX 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
1,400.00 0.00 0.00 0.00
DR-THIS IS FOR A FULL STAFF OF THREE EMPLOYEES.2/2/17EV I
.A

06/2. ru CITY C w NDERSON
14:07:52 � EXPENSE WORKSHEET REPORT Month Fiscal Year
(D)
12 .) Page 203
Previous Year 2017
Bud get Current Expended/ % Est Annual Dept Manager Council
Account Number
Actual 9 Budget Encumbered Spent Expense P Request Recommend Approved
TOOK OUT 1400.00 BECAUSE IT'S IN 31-660-500900. LB 3/30/17
31-829-501000 CAREER DEVELOPMENT PROGRAM I
0.00 0.00 0.00 0.00 0.00
31-829-501100 TELEPHONE(LANDLINES) 0.00 0.00 0 00 0.00
0.00 0.00 500.00 0.00 0.00
31-829-501101 CELLPHONES(VERIZON) 0.00 0.00 0.00 0.00
397.01 500.00 500.00 363.96 72.79
500.00 700.00 700.00 700.00
DR-THIS IS FOR CREW LEADER -TROY GOOCH -226-2907 TO CHANGE TO A SMART PHONE.2/2/17
EV
31-829-501150 DATA SERVICES/INTERNET
0.00 800.00 600.00 461.46 76.91
600.00 600.00 600.00 600.00
DR-THIS IS FOR THE IPADS THAT ARE BEING USED FOR THE WORK ORDER SYSTEM. 2/2/17 EV
31-829-501400 TRAVEL&SCHOOLS 1
1,391.72 2,000.00 2,000.00 1,030.86 51.54 1,800.00
DR-THIS IS FOR A FULL STAFF OF THREE TO TAKE CLASSES FOR SAFETY AND TO RECIVE2,000.00 2,000.00 2,000.00
CERTIFICATIONS.2/2/17 EV
31-829-501600 M&R-EQUIPMENT
5,302 25 6,200.00 5,900.00 757.87 12.84
4,000.00 6,200.00 6,200.00 6,200.00
DR-THIS IS NEEDED FOR THE MAINTENANCE AND REPAIR OF THE VIDEO INSPECTION
EQUIPMENT.2.2.17 EV
31-829-501605 M&R EQUIPMENT-GARAGE
27.26 2,500.00 2,000.00 209.78 10.48 1,000.00
DR-THIS IS NEEDED FOR REPAIRS TO THE EQUIPMENT WITHIN THE GARAGE. 2/2/17 EV 2,000.00 2,000.00 2,000.00
Reduced from 2300 to 2000 4-7-17 psp
31-829-501705 M&R-AUTO GARAGE
0 00 0 00 0.00 0.00 0.00
31-829-503100 AUTOMOTIVE SUPPLIES 0.00 0 00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00
0.00

06/21/17 n CITY C . NDERSON
14:07:52 03) EXPENSE WORKSHEET REPORT Month Fis"I Year
12 2017 Page 204
Account Number p Rprevious Year Current Expended/
Actual Budget Budget Encumbered Spent EEx Expense Annualst Dept Manager
Recommeomme Council
31-829-503105 AUTO SUPPLIES-GARAGE nd Approved
1,150.93 5,300.00 5,000.00 1,401.19 28.02 3,000.00 10,500 00 10,500.00 10,500.00
DR-THIS IS ADDING $5000 TO PUT A NEW MOTER INTO TRUCK 595-WHICH IS A 1995
CHEVROLET TRUCK. 2-24-17 EV
31-829-503106 MOTOR FUELS
3,750.80 9,800.00 9,800.00 4,506.48 45.98 6,000.00
DR-THIS IS USING FUEL PRICING AT $4.60 PER GALLON FOR DIESEL AND 3.60 PER GALLON
00 9,700.00 9,700.00
FOR REGULAR FUEL. STILL USING THIS CURRENT PRICING EVEN THOUGH FUEL PRICING IS
DOWN SO IF PRICING JUMPS UP. 2/1/17 EV
31-829-503200 HARDWARE/SOFTWARE SUPP
0.00 0.00 700.00 684.65 97 80
31-829-503300 DEPARTMENTAL SUPPLIES 700.00 0.00 0.00 0.00
7,839.73 9,800.00 9,900.00 2,322.72 23.46
8,000.00 9,000.00 9,000.00 9,000.00
DR--SAFETY CONES, CD'S FOR CAMERA TRUCK, TESTING SMOKE, MANHOLE RAIN STOPPERS,
PANS, SAFETY ROAD SIGNS/STANDS, TOOLS, BULBS, REPAIR PARTS, FIRST AID, CORDLESS
BATTERY PACK WITH DRILL.2/2/17 EV
Reduced from 10500 to 9000 4-7-17 psp
31-829-503312 FINES&PENALTIES
0.00 0.00 0.00 0.00 0.00
31-829-503600 UNIFORMS 0.00 0.00 0.00 0.00
1,719.74 3,600.00 3,000.00 2,224.11 74.13
3,000.00 3,000.00 3,000.00 3,000.00
DR-THIS IS FOR A FULL STAFF OF THREE EMPLOYEES INCLUDING UNIFORMS, RAIN SUITS,
BOOTS. NEW JACKETS ARE NEEDED.2/2/17 EV
Reduced from 3600 to 3000 4-7-17 psp
31-829-504500 CONTR SERV:ROUTINE
213.00 400.00 500.00 334.03 66.80
500.00 1,100.00 1,100.00 1,100.00
DR-$600-GPS TRACKING UNIT
$500-RANDOM DRUG TEST 2-28-17 EV
.4

,At97 jCITY C _ANDERSON r
14:07:52 (D) EXPENSE WORKSHEET REPORT 12 2017 Month Fiscal 201 7 page 205
Account Number Previous Year Current Expended/ % Est Annual Dept Manager Council
Actual Budget Budget Encumbered Spent Expense Request Recommend A
31-829-504501 LICENSES/PERMITS/FEES 4 pproved
919.26 1,000.00 0.00 0.00 0.00
31-829-504503 CONTRACTED SERVICES-I&I WORK 0.00 0.00 0.00 0.00
24,498.00 25,000.00 25,000.00 22,376.07 89.50 25,000.00 25,000.00 25,000.00 25,000.00
DR-TO REMOVE ROOTS WITHIN THE CITY'S SEWER SYSTEM, ADDITIONAL I&I REPAIRS. 2/2/17
EV
31-829-505400 INSURANCE
0.00 0.00 0.00 0.00 0.00
31-829-505401 GENERAL LIABILITY INS 0.00 0.00 0.00 0.00
220.17 220 17 700 00 404.00 57.71
31-829-505403 PUBLIC OFFIC LIAB INS 410.00 600.00 600.00 600.00
203.22 203.22 189.05 189.05 100.00
31-829-505404 PROPERTY INSURANCE 200.00 300.00 300.00 300.00
0.00 0.00 0.00 0.00 0.00
31-829-505405 MUNICIPAL EQUIP INS 0.00 0.00 0.00 0.00
383.98 383.98 630.00 0.00 0.00
31-829-505408 AUTO INSURANCE 0.00 0.00 0.00 0.00
55.54 55.54 1,000.00 0.00 0.00 1,000.00
DR-WHY WASN'T THE SEWER I&I VEHICLES TAKEN OUT ON THE INSURANCE.2/2/17 EV 1,100.00 1,100.00 1,100.00
31-829-505409 INSURANCE DEDUCTIBLE
103.50 5,000.00 3,000.00 0.00 0.00 1,500.00
31-829-505410 WORKERS COMP INSURANCE 300.00 300.00 300.00
10,603.12 10,603 12 13,968.53 13,968.53 100.00 14,000 00 16,000.00 16,000.00 16,000.00
31-829-505411 UNEMPLOYMENT INSURANCE
0.00 0.00 0.00 0.00 0.00
31-829-505701 EMPLOYEE CHRISTMAS BONUS 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
31-829-505702 EMPLOYEE RECOGNITION 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
31-829-507400 CAPITAL OUTLAY-EQUIPMENT<$ 0.00 0.00 0.00 0.00
0.00 0 00 0.00 0.00 0.00
0.00 DR-HYBIRD UTILITY MARKING POST ($25 EACH NEED 50) -$1,250-THIS IS NEEDED TO MARK 1,100.00 1,100.00 1,100.00
SEWER OUTFALL AND SEWER FORCE MAINES.

06/21/17 CITY C ,� NDERSON
14:07:52 (D) EXPENSE WOKSHEET REPORT Month Fiscal Year
12 2017 Page 206
Account Number Previous Year Current Expended/ % Est Annual Dept
Actual Budget Budget Encumbered Spent Expense p ManagerommeCouncil
p Request Recommend Approved
VIVAX VM 880 FERROMAGNETIC LOCATOR-$1100 THIS IS NEEDED FOR LOCATING SEWER
CLEANOUTS, IRON MARKERS AND IRON SEWER LINES WHEN DIGGING TO MAKE REPAIRS.
3" CENTRIFUGAL PUMP - $3400- THIS IS NEEDED FOR PUMPING SEWER WHEN WORK IS
REQUIRED TO DO A BY-PASS OR IN THE EVENT OF A SEWER SPILL WHEN IT REACHES SURFACE
WATER. 2/22/2017 EV
Reduced from 5800 to 1100 4-7-17 psp
31-829-507401 LEASE PURCHASE
0.00 0.00 0 00 0.00 0.00 0 00
31-829-507405 CAPITAL OUTLAY>$5,000 0.00 0.00 0.00
0.00 30,442.00 0.00 0.00 0.00 0.00 25,000.00 25,000.00 25,000.00
DR-FLOW METER FOR SANITARY SEWER PROJECT -$24,0002/2/17EV
LATERAL INSPECTION CAMERA-$11,000 TO INSPECT SEWER LATERAL IN THE SEWER SYSTEM AS
NEEDED FOR NEW INSTALLATION AND AS BLOCKAGES ARE CLEARED.
RATS-SL-RAT BY INFLOSENSE, INC. THIS IS A SEWER LINE RAPID ASSESSMENT
TOOL-$25,000-THIS TOOLS EVALUATES SEWER LINES BY MEANS OF SOUNDWAVES, SCORES LINES
FROM 0-10, 0 BEING THE WORST. TELLS IF OU HAVE ANY STOPPAGE OR ANY UNSEEN
PROBLEMS AND HELPS PREVENT SEWER OVERFLOWS. 2-22-2017 EV
Reduced from 60,000 to 25000 4-7-17 psp
31-829-509708 TRANSFER TO CIP SEWER
0.00 0 00 0 00 0 00 0 00
31-829-509723 TRANSFER TO CAP RES UTILITIES 0.00 0 00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
31-829-509900 CONTINGENCY 0.00 0.00 0.00 0.00
0.00 0.00 0 00 0.00 0.00
31-829-535702 UTILITY STREET REPAIRS 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
DEPT TOTAL(829)-SEWER COLLECTION I&I
162,821.77 226,608 03 207,997 58 131,853.30 63 39 177,010.00 242,150.00 242,150.00 242,150.00

143
RESOLUTION 15-01
AMENDING THE MULTIYEAR WATER AND SEWER
UTILITES CAPITAL IMPROVEMENTS PLAN(CIP)
WHEREAS, the City Council (Council) of the City of Henderson, North Carolina (City)
conducted its Annual Planning Retreat in February 2014, and during said retreat identified
eight Key Strategic Objectives(KSOs)and Goals and 12 Core Values; and
WHEREAS, this Resolution addresses one of the Key Strategic Objectives: KSO 5: To Provide
Reliable,Dependable and Environmentally Compliant Infrastructure Systems;and
WHEREAS, the Council approved applying for a planning grant from the Rural Center for the
development a CIP via Resolution 09-70 and accepted this grant award via Resolution
10-50;and
WHEREAS, the engineering firm of McGill Associates presented the prepared CIP to the
Council which can be used for the Fiscal Year 2015 -2016 budget deliberations; and
WHEREAS, the CIP requires periodic adjustments to reflect updated projects and costs data, and
McGill has been working with the City in performing these updates;and
NOW, THEREFORE BE IT RESOLVED BY THE COUNCIL THAT IT DOES HEREBY
APPROVE the amended CIP,a copy which is on file in the Office of the City Clerk.
The foregoing Resolution 15-01, introduced by Council Member Kearney and seconded by
Council Member Coffey, on this the 9th day of February 2015, and having been submitted to a
roll call vote, was APPROVED by the following votes: YES: Kearney, Coffey, Inscoe, Rainey,
Peace-Jenkins, Daeke, and Simmons. NO:None. ABSTAIN: None. ABSENT: Daye.
A t f
, ,,..„._,___.
e es D. O'Geary, Mayor
ATTEST:
2i2`ta-z., 3k--)77L
Esther J. !c frac 'n, City Clerk
App oved to Legal Form:
-
D. Rix Edwards, City Attorney
(Reference: Minute Book 43,p.448)
Resolution Book 4
Resolution 15-01,Page 1 of 1

i
JANUARY 20
Water & SewerFinancial Plan Update
CITY OF HENDERSON , NORTH CAROLINA
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i

TABLE OF CONTENTS
INTRODUCTION 1
REVENUE REQUIREMENT 2
FINANCIAL ANALYSIS 4
CAPITAL IMPROVEMENTS PLAN 5
DEBT SERVICE REQUIREMENTS 7
INTERLOCAL AGREEMENTS 9
FINDINGS 10
RECOMMENDATIONS 14
CONCLUSIONS 15

r
INTRODUCTION
The City of Henderson owns and operates its water and sewer systems, which include
approximately 10,000 water and sewer customers. Additionally, the Kerr Lake Regional
Water System (KLRWS) is a public water system serving portions of Vance, Granville,
Warren and Franklin Counties in North Carolina. The City of Henderson is the majority
partner in the KLRWS, which also includes the City of Oxford and Warren County.
The City of Henderson contracted with McGill Associates to update its Capital
Improvements Plan (CIP), identify needed water and sewer projects, develop probable
cost estimates, and prioritize the order and timing in which they should be completed. In
addition to the CIP, the study represents a joint effort between the City of Henderson and
Martin-McGill to address financing and future rates for the City of Henderson's Water,
Regional Water, and Sewer Funds. In conducting this study, Martin-McGill examined
the present structure of the Water, Regional Water, and Sewer rates, analyzed available
options for rate changes, and projected the financial impact these changes would have on
the three funds and its users. A rate model and financial analysis was developed for
Henderson's program. The following objectives were identified for the study:
• Identify the Water, Regional Water, and Sewer capital improvements needs for
the next ten (10) years.
• Determine the adequacy of existing rates and charges to recover current and
future operating and capital costs.
• Propose rates that maintain positive net income for each fund and are practical to
implement.
Certain assumptions have been made with respect to conditions that may occur in the
future. While these assumptions are reasonable for the purposes of this study, they are
dependent upon future events and actual conditions may differ from those assumed. In
addition, information has been used and relied upon which has been provided by others.
This information includes, among other things, audited financial statements, annual
operating budgets, capital improvement projects plans, and customer billing information.
irnartinmcgill
Page 1
C)nliwi,tial( Plop mai

While this information is deemed reliable, the information has not been independently
verified and no assurances are offered with respect thereto. To the extent that actual
future conditions differ from those assumed herein or provided by others, the actual
results may differ from those anticipated.
This analysis addresses revenue requirements, the financial analysis, the CIP summary,
debt service requirements and packages, water and sewer rates, and presents
recommendations.
REVENUE REQUIREMENT
The revenue requirements of the Water, Regional Water, and Sewer Funds consist of the
costs required to assure the adequacy and continuity of safe and reliable service and
includes costs associated with operations, maintenance, financing of capital
improvements and replacement of facilities. The determination of each fund's revenue
requirement was made in a manner consistent with standard AWWA utility rate-making
principles. Transfers that do not affect fund balances and a one-time settlement with
Granville County are excluded from the calculations. The revenue requirement for each
of the systems consists of the following cost components.
• Operating Expenses: The operation costs, equipment, utilities, water treatment
costs, sewer treatment costs, purchased services, and other expenses necessary to
operate the systems and maintain the facilities. Also included are the costs
incurred from staffing of the systems. These costs consist of items such as
salaries, retirement programs, insurance plans, and other benefits for the
employees.
• Capital Outlay: One-time expenses paid with available funds to purchase items
such as equipment, water system distribution facility improvements and additions,
and sewer system collection and treatment facility improvements and additions.
• Existing Debt: The annual payments of principal and interest to pay back funds
used to finance capital projects in the past.
• Fund Allocations: Indirect costs for services from other funds.
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( onti�iential& Proprietary

The total of all the above items is the required revenue for each of the City's three funds
and are shown in the following tables for the last audited year, FY 2014:
TABLE 1
CITY OF HENDERSON
WATER FUND REVENUE REQUIREMENT
OPERATIONS&MAINTENANCE $4,200,269
CAPITAL OUTLAY $138,076
EXISTING DEBT $1,110,155
GENERAL FUND ALLOCATION $361,300
SUBTOTAL $5,809,800
TABLE 2
CITY OF HENDERSON
REGIONAL WATER FUND REVENUE REQUIREMENT
OPERATIONS&MAINTENANCE $1,876,274
CAPITAL OUTLAY $77,377
EXISTING DEBT $845,243
CAPITAL PROJECT FUND $182,000
WATER&GENERAL FUND ALLOCATIONS $315,200
SUBTOTAL $3,296,094
TABLE 3
CITY OF HENDERSON
SEWER FUND REVENUE REQUIREMENT
OPERATIONS&MAINTENANCE $2,619,074
CAPITAL OUTLAY $188,008
EXISTING DEBT $443,664
WATER&GENERAL FUND ALLOCATIONS $783,941
SUBTOTAL $4,034,687
The total costs represent each system's revenue requirement. The Water fund's revenue
requirement includes the operation and maintenance costs associated with water
purchases, transmission, debt service and capital outlays only paid for improvements to
the water system. The Regional Water revenue requirement includes the operation and
maintenance costs associated with water treatment, debt service and capital outlays only
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C onlidCUtial& Pi 'opry
ieta

paid for improvements to the water treatment plant. The Sewer revenue requirement
includes the operation and maintenance costs associated with sewer collection and
treatment, debt service and capital outlays only paid for improvements to the sewer
system. These figures serve as the basis for helping project the financial status of each
fund in the future.
In addition to the three aforementioned funds, the City utilizes six other funds for water
and sewer financial activity. These "secondary" funds include the following:
1. Rate Stabilization
2. Capital Reserve Utilities
3. Capital Reserve Regional
4. CIP Water
5. CIP Regional
6. CIP Sewer
These secondary funds primarily receive moneys by transfers from the Water, Regional
Water, or Sewer funds. At the end of each fiscal year, the City auditor does not
separately report these secondary funds' balances. Instead, the auditor consolidates them
with the three primary funds, as shown in the audit's Statement of Fund Net Position.
Therefore the Statement's cash balances and unrestricted net assets reflect the status of all
water and sewer operations.
FINANCIAL ANALYSIS
In conducting the financial analysis, the City's audited financial statements from FY
2006 through FY 2014 were compiled along with the Budget for FY 2015. Non-
recurring capital outlays were separated from other expenditures to ensure the costs used
for projections were consistent with prior years. Historical trends for each of the line
items were analyzed to anticipate how each revenue and expenditure would change over
the next ten years.
martinmcgill
Page 4

After calculating growth trends, we projected that revenues from Water, Regional Water,
and Sewer user charges would grow by an average annual rate of 1%, excluding the
projected new usage from Vance County. City staff project that Vance County increases
its annual water usage from 15 million gallons to 51 million gallons in FY 2016. The
cost of purchasing water from the Regional Water fund is expected to grow according to
annual increases in volume used and by any required Regional Water rate increases. In
addition, we assumed that tap, sprinkler, penalty, and other miscellaneous revenues
would grow by an average annual rate of 1%.
It is projected that the Water and Regional Water funds' expenditures would grow by
annual average rates ranging from 3% to 4%. Additionally, all Sewer fund expenditures
except treatment are expected to grow at an average annual rate of 3%. However when
the Phase 1 WWTP improvements complete in FY 2015, the Sewer Fund treatment costs
are projected to decline by $200,000 in FY 2016, $200,000 in FY 2017, and $100,000 in
FY 2018 plus 3% inflation. Transfers out for the Water, Regional Water, and Sewer
funds are assumed to annually average $373,300, $321,000, and $809,844 respectively
over the next ten years. The sewer fund transfers out more money because it and the
general fund reimburse the water fund for its revenue bond payments through FY 2020.
Lastly, future capital costs are assumed to be incurred by each fund as described below.
CAPITAL IMPROVEMENTS PLAN
The Capital Improvements Plans reflect the three funds' planned capital improvements
for the next ten years. As is illustrated in Tables 4, 5, 6-1, and 6-2, there are sixteen (16)
improvement projects proposed for the Water system, nine (9) for the Regional Water
System, and twenty four (24) projects proposed for the Sewer Fund through FY 2025 by
the City staff. One additional sewer treatment project is proposed for implementation
beyond the ten-year planning period. Due to the financial hardships that these projects
may place upon the three funds, the analysis assumes that each improvement is planned
to be paid either by grant funds, a capital outlay in a specific fiscal year or by new debt
issuances resulting in annual debt service payments.
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('ontidcntial K I'roprictary

TABLE 4
CITY OF HENDERSON
CAPITAL IMPROVEMENTS PLAN - WATER FUND
PROJECT NAME TOTAL YEAR 1 YEAR 2 YEAR 3 YEAR 4 YEAR 5 YEAR F YEAR 7 YEAR 8 YEAR 9 YEAR 10 YFARS 11-15
COST 2015-16 2016-17 2017-18 8-19 2019-20 2020 21-22 2022-23 2023-24 2024-25
MAJOR CAPITAL IMPROVEMENTS
1 Elevated Water Storage Tank(1.0 MG) 2,900,000 2,900,000
2 Water Meter Replacement project 800,000 400,000 400,000
3 158 Business Loop-DWSRF 660,000 660,000
4 Beckford Drive-DWSRF 215,000 215,000
5 Railroad Street WL Replacement 315,000 315,000
6 Thomas Lane Area WL Replacement 775,000 775,000
7 Mobile Radio System 15,000 15.000
8 Water System Tie-Ins: One(1)8", and Two(2)2" Lines 5,000 5,000
9 Vance Academy Rd to Old County Home Rd-8" Loop 598,000 598,000
10,Martin Luther King Jr Blvd-8"Loop 343,000 343,000
RECURRING
11 New Water Mains 1,195,000 106,000 109,000 112,000 115,000 118,000 121,000 124,000 127,000 130,000 133,000
12 Annual Water Line Replacement Program 2,469,000 221,000 226,000 232,000 238,000 244.000 250,000 256,000 262,000 270,000 270,000
13 Annual Water Meter Replacement Program 1,008,000 78,000 84,000 86,000 88,000 90,000 92,000 94,000, 96,000 98,000 100,000 102,000
14 Water Tank Maintenance Program 637,400 46,400 54,000 55,000 56,000 57,000 58,000 59,000 60,000 62,000 64,000 66,000
15 Vehicles
3/4-ton Truck 215,000 33,000 34,000 35,000 36,000 37,000 40,000
Service Truck 162,500 17,500 17,500 17,500 110.000
_Truck 22,100 22,100
Backhoe (lease/purchase over 5 years) 63,000 21,000 21,000 21,000
16 Equipment 315,000 27.000_ 28,000 29,000 30.000 31,000 32,000, 33,000 34.000 35,000 36.000
Water Fund Subtotal 12.713.000 139.400 2.555.600 1,174.500 590.500 966.000 886.000 593.000 679.000 3.523.000 999.000 607.000 0
'2.- '2'
DEBTS 1&2 DEBT 3
DEBT PACKAGES 875,0001 I I 3,300,0001
DEBT PACKAGES 1.688.0001
Water Fund-Annual Debt 1,965,000 598,000 2,900,000 400,000 0
Water Fund-Annual Capital Outlay 139,400 590,600 576,500 590,500 966,000 886,000 593,000 679,000 623,000 599,000 607,000
Printed 1/15/2015 1:46 PM

TABLE 5
CITY OF HENDERSON
CAPITAL IMPROVEMENTS PLAN - REGIONAL WATER FUND
PROJECT NAME TOTAL YEAR 1 YEAR 2 YEAR 3 YEAR 4 YEAR 5 YEAR 6 YEAR 7 YEAR 8 YEAR 9 YEAR 10 YEARS 11-15
COST 2014-15 2015-16 2016-17 2017-18 2018-19 2019-20 2020-21 2021-22 2022-23 2023-24 2024-25
MAJOR CAPITAL IMPROVEMENTS
1 Filter Rehabilitation(4 filters) 600,000 600.000,
2 Chemical Storage Containment Area 144,000 144,000
3 Move Oxford Water Meter 112,000 112.000
4 Replumbing Hypochlorite Tanks 20,000 20,000
5 Water Treatment Plant Expansion to 20 MGD
Clearwell Repairs 622,000 622.000
SCADA System Improvements 285,000 285.000
Rapid Mix(15 MGD) 145,000 145.000
Flocculators(10/15 MGD) 259,000 259,000
Rapid Mix and Flocculation Basins 2,540,000 2.540,000
Tube Settlers and Troughs 384,000 384.000 .
Carbon Beds O MGD) 6,739,000 6.739.000
Sedimentation Basin Improvements 1,866,000 1,866,000
Sedimentation Basins 3,017,000 3.017.000
Filters and Main Building 9,911,000 9.911.000 ,
Chemical Feed Pumps&Magnetic Flow Meters 363,000 363.000
Bulk Chemical Containment Improvements 124,000 124.00b
Chemical Feed Improvements 1,140,000 1.140.000 ,
Contact Tank 2,561,000 2,561,000
Existing Clearwell Modifications 819,000 819.000
Backwash System 259,000 259.000
New Electric Switchgear 508,000 508.000
Lagoons(Sand Drying Beds) 373,000 373,000
Blower Building&Misc. Yard Work 1,648.000 1.648,000
6 36 Inch transmission line--Phase 1 WTP to US 1 Business 6,157,000 207.000 5.950.000
7 36 Inch transmission line--Phase 2 US 1 Bus.to Graystone Rd 3,700,000 3,700,0'
RECURRING
8 Vehicles-3/4 ton Truck 94,000 28,000 31,000 35,000
9 Equipment 710,000 20,000 60,000 62,000 64,000 66,000 68,000 70,000 72,000 74,000 76,000, 78,000
Regional Water Fund Subtotal 45.100,000 184.000 688.000 33.832.000 207.000 6.016.000 68.000 3 770 000 72 000 109.000 76.000 78.000 0
'i 'DEBT 1 DEBT 2 DEBT 3
DEBT PACKAGES I 34.482.0001 1 5.950,0001 _
Regional Water Fund -Annual Debt 600,000 33,770,000 112,000 5,950,000 3,700,000
Regional Water Fund -Annual Capital Outlay 184,000 88,000 62,000 95,000 66,000 68,000 70,000 72,000 109,000 76,000 78,000
NEW WTP OPERATING COSTS DUE TO EXPANSION 123,010 126,885 130,880 161,994_ 167,100 172,362 237,048 244,520
Printed 1/15/2015 1:46 PM

TABLE 6-1
CITY OF HENDERSON
CAPITAL IMPROVEMENTS PLAN - SEWER FUND / WATER RECLAMATION
PROJECT NAME TOTAL YEAR 1 YEAR 2 YEAR 3 YEAR 4 YEAR 5 YEAR 6 YEAR 7 YEAR 8 YEAR 9 YEAR 10 YEARS 11-15
COST 2014-15 2015-16 _ 2016-17 2017-18 2018-19 2019-20 2020-21 2021-22 _ 2022-23 2023-24 2024-25
MAJOR
1 Stream Restoration/Enhancement for WRF Access Road 320,000 320,000 ,
2 Phase 2 Expansion to 6 MGD _
Oxidation Ditches And Anoxic Basins (3rd Train) 3,960,000
_ Headworks/Influent Pump Station Upgrade 710,000
Site Piping _ 570,000
Clarifier(3rd Train) 1,410,000
New Tertiary Filters 4,950,000
Demolition Of Basins 510,000
3 Country Club Pump Station(2014)-SCADA 25,000 25,000
4 Harris Street Pump Station(1993)-SCADA 25,000 25,000
5 Huntstone Pump Station(2000)-SCADA 25,000 25,000
6 Industrial Park Pump Station(1987)-SCADA/Generator Replacement 130,000 25,000 105,000
7 Julia Avenue Pump Station (1990)-SCADA/Generator 80,000 25,000 55,000
8 Martin Creek Pump Station(1978)-SCADA/Generator Replacement 155,000 25,000 130,000
9 Partin Street Pump Station(1960)-SCADA/Generator 65,000 25,000 40,000
10 Sunnyview Pump Station (1990)-SCADA/Fencing/Generator 75,000 25,000 10,000 40,000
11 Wortham Court Pump Station (2002)-SCADA 25,000 25,000
12 Zeb Robinson Pump Station(1997)-SCADA/Generator 105,000 25,000 80,000
RECURRING
13 Vehicles
3/4-ton Truck 177,000 31,000 33,000 35,000 38,000 40.000
1-ton Truck 78,000 38,000 40,000
_Van/SUV 32,000 32,000
Dump Truck 174,000 84,000 90.000
14 Equipment 798,000 108,000 60,000 62,000 64,000 66,000 68,000 70,000 72,000 74,000 76,000 78,000
[1Sewer Fund WRF Subtotal 2,289,000 139,000 752,000 105.000 546,000 101,000 68,000 108,000 112,000 204,000 76.000 78,000 12,110,000
NEW SEWER GENERATORS OPERATING COSTS 25,000 25,750 26,523 27,318 28,138 28,982 I 29,851
Printed 1/15/2015 1:46 PM

TABLE 6-2
CITY OF HENDERSON
CAPITAL IMPROVEMENTS PLAN - SEWER FUND / COLLECTION
PROJECT NAME TOTAL YEAR 1 YEAR 2 YEAR 3 YEAR 4 YEAR 5 YEAR 6 YEAR 7 YEAR 8 YEAR 9 YEAR 10 YEARS 11-15
COST 2014-15 2015-16 2016-17 2017-18 2018-19 2019-20 2020-21 2021-22 2022-23 2023-2^ 2024-25
MAJOR
15 Elmwood Sewer Replacement 1,836,000 36,000 1.800.000 i
16 Newton Dairy Road Gravity Sewer(100%CDB Grant) 685,000 685,000
17 Sewer Replacement(10 inch) East Ave.to Montgomery St 900,000 900.000
18 Sandy Creek Force Main Upgrade(14"section to 20") 800,000 800,000
19 Bobbitt and Birch Street Sewer Service, Harris PS Generator(100%CDB Grant) 850,000 850,000 .
20 Mobile Radio System 15,000 15,000 .
RECURRING
21 Collection System I/I Repairs 1,334,000 20.000 105,000 110,000 116,000 122,000 128,000 134,000 141,000 148,000 155,000 155,000
22 Collection System Extensions 555,000 51,000 52,000 53,000 54,000 55,000 56,000 57,000 58,000 59,000 60,000
23 Vehicles(Sewer Collection)- No.of vehicles req'd
_3/4-ton Truck 36,000 36,000
Dump Truck 91,000 91.000
Backhoe 186,000 86,000 100,000
Jet-Vac Truck (lease/purchase over 5 years) 220,000 ,
24 Vehicles(Sewer I&I)-No. of vehicles req'd
3/4-ton Truck 140,000 32,000 34.000 36.000 38,000:
25 Equipment 150,000 15,000 15,000 15.000 15,000 15,000 15,000 15,000 15,000 15,000 15,000
Sewer Fund -Sewer Collection Subtotal 7,798,000 1,606,000 3,109,000 268,000 218,000 227,000 1,134,000 305,000 251,0001 221,000 229,000 230,000
Sewer Fund Subtotal 10,087,000 I 1,745,000 3,861,000 373,000 764,000 328,000 1,202,000 413,000 363,000 ' 425,000 305,000 308,000
'ff fi
DEBT 1 DEBTS 2,3,4
DEBT PACKAGES 108,000 1,800,000 i.
DEBTPACKAGES 1,050,000
DEBT PACKAGES _
Sewer Fund -Annual Debt 108,000 3,070,000
Sewer Fund -Annual Capital Outlay 1,637,000 791,000 373,000 764,000 328,000 1,202,000 413,000 363,000 425,000 305,000 308,000
Printed 1/15/2015 1:46 PM

This leads to the matter of financing over $67.9 million of projects found in the proposed
Water, Regional Water, and Sewer Capital Improvements Plans. The yearly costs reach
over $3 million during some years, which may place pressure upon the funds' budgets.
The largest projects for each fund include:
WATER
• $2,900,000 for Elevated Water Storage Tank
• $2,469,000 for Annual Water Line Replacement Program
• $1,195,000 for New Water Mains
REGIONAL WATER
• $33,563,000 for the Water Treatment Plant Expansion to 20 MGD
• $6,157,000 for 36-Inch Transmission Line—Phase 1
• $3,700,000 for 36-Inch Transmission Line—Phase 2
SEWER
• $1,836,000 for Elmwood Sewer Replacement
• $1,334,000 for Infiltration and Inflow Repairs
• $900,000 for Sewer Replacement (10 inch) East Ave. to Montgomery Street
The Water Treatment Plant expansion is projected by McGill Associates to increase
operating costs 5% for the first three years, a cumulative total of 6% for the next three
years, and an 8% cumulative total thereafter. Additionally, the sewer generators are
projected by McGill Associates to cost approximately $25,000 in the first year of
operation.
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C�n�ii�lcniial I'rohrictury

1
DEBT SERVICE REQUIREMENTS
The Water, Regional Water, and Sewer funds had six, four, and seven outstanding debt
obligations respectively in FY 2015. The 2011 Refunding Bond is paid by more than one
fund since it was originally used to finance multiple projects. Over the next ten years,
one Water, one Regional Water, and one Sewer debt will mature in FY 2016, one Water
and one Sewer debt will mature in FY 2017, one Water and two Sewer debts will mature
in FY 2018, followed by two more maturities by FY 2020. By FY 2021, the Water and
Regional Water fund's debt will decline by 90%. The sewer fund debt will slightly
decline but will no longer need to transfer money to the water fund to pay for the matured
2001 revenue bond. A summary of the existing debt packages is shown in Table 7.
In order to maintain a positive net income with large capital improvement projects, the
analysis assumes that funds will be acquired using grant funds, reserve contributions and
borrowed capital. City staff anticipates receiving $1,535,000 in grant awards from the
Community Development Block Grant program for the Newton Dairy Road Gravity
Sewer project and the Bobbitt and Birch Street Sewer Service, Harris PS Generator
project.
The remaining yearly capital requirements will be paid by annual capital outlays that
annually average $671,060, $78,400, and $527,200 for the Water, Regional Water, and
Sewer Funds respectively. The planned method to finance the improvements in the CIPs
is shown in the following table:
martinmcgill
Page 7
( 1,11& I'rolxkid]

EAR 7 YEAR 8 YEAR 9 YEAR 10
2022 2023 2024 2025
WATER
OVERHEAD STORAGE (Water 100%
PICKUP TRUCK (Water 100%)
BACKHOE (Water 100%)
2-INCH WATER LINE REPLACEMEN. 94,929 94,929 94,929 94,929
RADIO READ METERS (Water 100%) 14,700 14,700 14,700 14,700
2011 REFUNDING BOND (Water 100'
REGIONAL WATER
HIGH SPEED PUMP (Regional 100%) 56,450 56,450 56,450 56,450
WARREN CO WATER LINE (Regiona 10,356 10,356 10,356 10,356
LOOPLINE FILTER UPGRADE PRIOF
RAW WATER IMPROVEMENTS PHA
SEWER
SEWER PLANT IMPROVEMENTS (S605,750 805,750 805,750 805,750
RUIN CREEK OUTFALL (Sewer 100%
NORTH VANCE HIGH SCHOOL SEW
SANDY CREEK SEWER I&I SRF LOA 31,000 30,500 30,000 29,500
SANDY CREEK PUMP STATION (Sev 45,000 45,000 45,000 45,000
DUMP TRUCK (Sewer 100%)
TRACTOR/ BUSHHOG (Sewer 100%
TOTAL DEBT SERVICE )58,185 1,057,685 1,057,185 1,056,685
WATER FUND DEBT SERVICE 109,629 109,629 109,629 109,629
REGIONAL WATER FUND DEBT SEF 66,806 66,806 66,806 66,806
SEWER FUND DEBT SERVICE 381,750 881,250 880,750 880,250
TOTAL DEBT SERVICE )58,185 1,057,685 1,057,185 1,056,685
Printed 1/15/2015 1:47 PM

TABLE 8
CITY OF HENDERSON
PROPOSED DEBT PACKAGES
FISCAL TYPE PRINCIPAL YEARLY RATE TERM
YEAR PAYMENT (YEARS)
2015 SEWER-LEASE $ 108,000 $ 22,600 1.53% 5
2016 SEWER-SRF $ 1,800,000 $ 112,500 * 2.5% 20
2016 SEWER- 160A-20 $ 220,000 $ 47,081 2.5% 5
2016 SEWER- 160A-20 $ 1,050,000 $ 100,333 5% 15
2016 WATER-SRF $ 875,000 $43,750 0% 20
2016 WATER- 160A-20 $ 1,688,000 $ 161,297 5% 15
2017 REGIONAL WATER $34,482,000 $2,747,266 5% 20
160A-20 _
2019 REGIONAL WATER- $4,950,000 $ 505,091 6% 15
160A-20
2021 REGIONAL WATER- $ 2,700,000 $ 275,504 6% 15
160A-20
2023 WATER- 160A-20 $ 3,300,000 $ 336,727 6% 15
* denotes average payment of declining payment loan schedule.
When including the debt packages into the combined financial analysis, we concluded
that the net incomes of the Water, Regional Water, and Sewer funds would remain
positive over the majority of the next ten years. Furthermore, net incomes would abide
by General Statue 159-181, which states amongst other things that net income should not
be negative for three or more consecutive fiscal years. The impacts on the funds are
shown in Tables 9 - 12. These impacts affect the users of several providers who jointly
benefit from the interconnected water systems.
martinmcgill
•
• Page 8
Confidential&Proprietary

TABLE 9
CITY OF HENDERSON
WATER FUND
FINANCIAL ANALYSIS WITH CIP
AUDIT AUDIT AUDIT AUDIT AUDIT AUDIT ESTIMATE YEAR 1 YEAR 2 YEAR 3 YEAR 4 YEAR 5 YEAR 6 YEAR 7 YEAR 8 YEAR 9 YEAR 10
LINE ITEM 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025
REVENUES;
WATER CHARGES 4,435,884 4,684,406 4,927,021 5,094,192 5,408,716 5,540,712
WATER REVENUE 2,590,700 2,616,600 2,642,800 2,669,200 2,695,900 2,722,900 2,750,100 2,777,600 2,805,400 2,833,500 2,861,800
WATER CHARGES-FRANKLIN COUNTY 2,800,000 2,828,000 2,856,300 2,884,900 2,913,700 2,942,800 2,972,200 3,001,900 3,031,900 3,062,200 3,092,800
WATER CHARGES-VANCE COUNTY 45,000 168,710 185,590 194,870 204,610 214,840 214,840 214,840 214,840 221,280 221,280
WATER CHARGES-KITTRELL 73,000 73,000 73,000 73,000 73,000 73,000 73,000 73,000 73,000 73,000 73,000
WATER RESERVATION FEE-GRANVILLE COUNTY 951,139 850,528 861,159
WATER RESERVATION FEE-VANCE COUNTY PHASES 1&2 52,875 52,800 52,875 52,875 52,875 52,875 52,875 52,875 52,875 52,875 52,875 52,875
WATER TAPS 36,790 43,567 39,369 52,480 34,044 39,714 35,000 35,400 35,800 36,200 36,600 37,000 37,400 37,800 38,200 38,600 39,000
SPRINKLERS AND HYDRANTS 110,142 109,012 113,535 115,877 116,408 123,649 100,000 101,000 102,000 103,000 104,000 105,000 106,100 107,200 108,300 109,400 110,500
PAST DUE CHARGES 129,814 118,567 99,946 72,745 74,304 68,510 71,000 71,700 72,400 73,100 73,800 74,500 75,200 76,000 76,800 77,600 78,400
ADMIN SUPPORT 70,000 70,000 70,000 70,000
OTHER 119,626 112,830 91,774 68,632 54,617 54,948 51,000 51,500 52,000 52,500 53,000 53,500 54,000 54,500 55,000 55,600 56,200
JJONOPERATING INCOME•
INVESTMENT INCOME 14,076 4,887 4,964 40,126 5,014 93,076 3,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 1,000 2,000 2,000
TRANSFER IN 611,180 725,073 770,083 2,997,114 96,900 97,552 98,000 98,000 98,000 98,000 98,000 98,000
TRANSFER FROM SEWER FUND 585,504 531,141 608,688 608,688 608,688 608,688 608,688 608,688 205,400 205,400 205,400 205,400 205,400
TRANSFER FROM REGIONAL FUND 96,000 96,000 96,000 96,000 96,000 96,000 96,000 96,000 96,000 96,000 96,000 96,000 96,000
TRANSFER FROM WATER CAPITAL PROJECTS FUND 39,000
GRANTS 33,000
LEASE PROCEEDS 145,000
OTHER 47,315 230,883 57,797 72,070 151,823 61,065 52,000 52,500 53,000 53,500 54,000 54,500 55,000 55,600 56,200 56,800 57,400
TOTAL REVENUES 5,574,827 6,099,225 6,207,489 9,534,375 7,657,858 7,620,401 6,676,188 6,854,973 6,929,453 6,996,833 7,065,173 7,134,603 6,693,115 6,753,715 6,814,915 6,884,255 6,946,655
NEW SOURCES OF REVENUE;
NEW WATER REVENUE REQUIREMENT 544,000 1,154,000 1,502,000 1,873,000 2,270,000 2,293,000 2,316,000 2,339,000 2,610,000 2,636,000
PERCENTAGE INCREASE 10% 10% 5% 5% 5% 3%
TOTAL REVENUES 5,574,827 6,099,225 6,207,489 9,534,375 7,657,858 7,620,401 6,676,188 7,398,973 8,083,453 8,498,833 8,938,173 9,404,603 8,986,115 9,069,715 9,153,915 9,494,255 9,582,655
EXPENDITURES'
ADMINISTRATION&ENGINEERING 130,206 111,392 175,348 182,982 221,860 238,917 255,300 265,500 276,100 287,100 298,600 310,500 322,900 335,800 349,200 363,200 377,700
PUBLIC SERVICE ADMINISTRATION 15,502 0 110,100 113,400 116,800 120,300 123,900 127,600 131,400 135,300 139,400 143,600 147,900
DISTRIBUTION 1,139,166 1,173,418 1,155,395 1,250,059 828,460 831,277 993,600 1,023,400 1,054,100 1,085,700 1,118,300 1,151,800 1,186,400 1,222,000 1,258,700 1,296,500 1,335,400
CUSTOMER SERVICE 434,959 449,643 506,800 522,000 537,700 553,800 570,400 587,500 605,100 623,300 642,000 661,300 681,100
NON-DEPARTMENTAL 19,752 91,516 112,300 115,700 119,200 122,800 126,500 130,300 134,200 138,200 142,300 146,600 151,000
PURCHASES(REGIONAL WATER FUND) 2,145,779 2,207,742 2,471,506 2,626,198 2,603,861 2,588,916 2,939,000 3,123,200 3,256,600 3,488,800 3,633,100 3,783,500 4,046,900 4,207,300 4,374,100 4,552,200 4,732,600
TOTAL OPERATING EXPENDITURES 3,415,151 3,492,552 3,802,249 4,059,239 4,124,394 4,200,269 4,917,100 5,163,200 5,360,500 5,658,500 5,870,800 6,091,200 6,426,900 6,661,900 6,905,700 7,163,400 7,425,700
CAPITAL OUTLAY 177,814 276,362 299,188 228,750 165,499 138,076 139,400 590,600 576,500 590,500 966,000 886,000 593,000 679,000 623,000 599,000 607,000
TRANSFERS OUT 369,420 302,990 424,560
TRANSFER TO CAPITAL RESERVE UTILITIES FUND-70 44,600 44,600
TRANSFER TO COST ALLOCATION-10(GENERAL FUND) 361,300 361,300 361,300 361,300 361,300 361,300 361,300 361,300 361,300 361,300 361,300 361,300 361,300
TRANSFER TO INSURANCE RESERVE 13,783 0 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000 12,000
TRANSFER TO RATE STABILIZATION FUND-79 951,139 1,955,114
LOSS ON SETTLEMENT(GRANVILLE COUNTY) 1,853,416
EXISTING DEBT 1,719,307 1,712,672 1,710,131 3,540,779 1,069,681 1,110,155 1,105,829 1,201,290 1,193,963 1,147,221 1,122,501 1,120,317 109,629 109,629 109,629 109,629 109,629
REGIONAL WATER FUND DEBT CONTRIBUTION 690,000 690,000 690,000 690,000 690,000 690,000 690,000 690,000
NEW DEBT 80,649 205,047 205,047 205,047 205,047 205,047 205,047 373,411 541,774 541,774
TOTAL EXPENDITURES 5,312,272 5,851,006 6,114,558 9,204,467 5,779,257 9,662,930 6,535,629 7,409,039 7,709,310 8,664,568 9,227,648 9,365,864 8,397,876 8,718,876 9,075,040 9,477,103 9,747,403
REVENUES OVER EXPENDITURES 262,555 248,219 92,931 329,908 1,878,601 -2,042,529 140,559 -10,066 374,143 -165,735 -289,475 38,739 588,239 350,839 78,875 17,152 -164,748
ACCRUAL ADJUSTMENTS 726,739 756,091 1,474,191 11,189,966 1,490,297 -4,687,844
NET INCOME 989,294 1,004,310 1,567,122 11,519,874 3,368,898 -6,730,373 140,559 -10,066 374,143 -165,735 -289,475 38,739 588,239 350,839 78,875 17,152 -164,748
UNRESTRICTED NET ASSETS 1,557,631 1,777,221 1,872,001 9,978,378 13,753,626 6,415,079 6,555,638 6,545,572 6,919,715 6,753,980 6,464,504 6,503,243 7,091,482 7,442,320 7,521,196 7,538,347 7,373,599
AVAILABLE CASH 1,242,342 1,236,763 1,422,769 1,825,996 4,550,934 6,091,583 6,232,142 6,222,076 6,596,219 6,430,484 6,141,008 6,179,747 6,767,986 7,118,824 7,197,700 7,214,851 7,050,103
CASH/TOTAL EXPENDITURES 23.39% 21.14% 23.27% 19.84% 78.75% 63.04% 95.36% 83.98% 85.56% 74.22% 66.55% 65.98% 80.59% 81.65% 79.31% 76.13% 72.33%
NEW DEBT;
PROJECT COST 875,000 3,300,000
CAPITAL RESERVE 0 0
LOAN AMOUNT 875,000 3,300,000
PAYMENT 21,875 168,364
ANNUAL PAYMENTS 43,750 336,727
RATE 0.00% 6.00%
TERM 20 15
PROJECT COST 1,688,000
CAPITAL RESERVE 0
LOAN AMOUNT 1,688,000
PAYMENT 80,649
ANNUAL PAYMENTS 161.297
RATE 5.00%
TERM 15
Printed 1/22/2015 2:43 PM

TABLE 10
CITY OF HENDERSON
WATER FUND
FINANCIAL ANALYSIS WITH CIP
AUDIT AUDIT AUDIT AUDIT AUDIT ESTIMATE ESTIMATE YEAR 1 YEAR 2 YEAR 3 YEAR 4 YEAR 5 YEAR 6 YEAR 7 YEAR 8 YEAR 9 YEAR 10
LINE ITEM 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025
VANCE COUNTY ASSUMPTIONS'
INCREMENTAL COST OF WATER/1000 GAL $1.785 $1.790 $1.790 $1.790 $1.790 $1.840 $1.900 52.010 $2.070 $2.130 $2.260 $2.330 $2.400 $2.470 $2.540
VANCE COUNTY WATER FLOW 425,612 16,919,310 14,993,333 51,100,000 51,100,000 51,100,000 51,100,000 51,100,000 51,100,000 51,100,000 51,100,000 51,100,000 51,100,000
COST OF VANCE CO WATER 762 30,286 26,838 94,024 97,090 102,711 105,777 108,843 115,486 119,063 122,640 126,217 129,794
VANCE CO RATE 52.900 $2.900 $3.0015 $3.3017 $3.6318 $3.8134 $4.0041 $4.2043 $4.2043 $4.2043 $4.2043 $4.3304 $4.3304
VANCE CO REVENUE 1,230 49,066 45,000 168,710 185,590 194,870 204,610 214,840 214,840 214,840 214,840 221,280 221,280
ASSUMPTIONS:
•FY 2012 ACCRUAL ADJUSTMENT REFLECTS OBLIGATED VALUE OF FUTURE GRANVILLE RESERVATION FEES.
REGIONAL RATE INCREASES INCREASE COST TO SERVE VANCE COUNTY BUT DOES NOT OBLIGATE VANCE COUNTY RATE INCREASE.
RESIDENTIAL INSIDE 600 CU FT CHARGE $ 12.35 $ 12.35 $ 12.78 $ 14.06 $ 15.46 $ 16.24 $ 17.05 $ 17.90 $ 17.90 $ 17.90 $ 17.90 $ 18.44 $ 18.44
Pnnled 1/22/2015 2:43 PM

TABLE 11
CITY OF HENDERSON
REGIONAL WATER FUND
FINANCIAL ANALYSIS WITH CIP
AUDIT AUDIT AUDIT AUDIT AUDIT AUDIT ESTIMATE YEAR 1 YEAR 2 YEAR 3 YEAR 4 YEAR 5 YEAR 6 YEAR 7 YEAR 8 YEAR 9 YEAR 10 t
LINE ITEM 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025
REVENUES'
WATER CHARGES 3,428,104 3,645,146 4,012,677 4,205,273 4,278,652 4,209,096 4,270,000 4,312,700 4,355,800 4,399,400 4,443,400 4,487,800 4,532,700 4,578,000 4,623,800 4,670,000 4,716,700
WARREN CO 20%SHARE 230,000 230,000 230,000 230,000 230,000 230,000 230,000 230,000
OXFORD 20%SHARE230,000 230,000 230,000 230,000 230,000 230,000 230,000 230,000
HENDERSON 60%SHARE 890,000 690,000 890,000 690,000 690,000 690,000 690,000 690,000
OTHER 6,974 9,628 11,243 9,901 5,885 12,499 7,000 7,200 7,400 7,600 7,800 8,000 8,200 8,400 8,700 9,000 9,300
JJONOPERATING INCOME;
INVESTMENT INCOME 26,021 3,432 7,002 5,978 4,138 4,111 3,000 3,000 3,000 4,000 4,000 3,000 3,000 3,000 3,000 3,000 3,000
OTHER 0 1,966 3,761 6,665 857
TOTAL REVENUES 3,461,099 3,660,172 4,034,683 4,227,817 4,289,532 4,225,706 4,280,000 4,322,900 4,366,200 5,561,000 5,605,200 5,648,800 5,693,900 5,739,400 5,785,500 5,832,000 5,879,000
NEW SOURCES OF REVENUE,
NEW WATER REVENUE REQUIREMENT 129,000 265,000 548,000 703,000 866,000 1,199,000 1,385,000 1,580,000 1,784,000 1,997,000
PERCENTAGE INCREASE 3% 3% 6% 3% 3% 6% 3% 3% 3% 3%
TOTAL REVENUES 3,461,099 3,660,172 4,034,683 4,227,817 4,289,532 4,225,706 4,280,000 4,451,900 4,631,200 6,109,000 6,308,200 6,514,800 6,892,900 7,124,400 7,365,500 7,616,000 7,876,000
EXPENDITURES'
SALARIES AND BENEFITS 440,165 478,154 455,596 497,835 568,906 608,815 645,100 667,700 691,100 715,300 740,300 766,200 793,000 820,800 849,500 879,200 910,000
SUPPLIES AND MAINTENANCE 479,579 410,843 517,421 658,717 615,299 544,613 693,100 713,900 735,300 757,400 780,100 803,500 827,600 852,400 878,000 904,300 931,400
INSURANCE 41,272 40,141 41,183 35,767 32,579 34,308 44,500 45,800 47,200 48,600 50,100 51,600 53,100 54,700 56,300 58,000 59,700
UTILITIES 352,451 353,248 418,082 373,954 379,415 385,730 421,000 433,600 446,600 460,000 473,800 488,000 502,600 517,700 533,200 549,200 565,700
ADMINISTRATION 284,200 294,910 294,910 294,910 5,589 4,868 5,900 6,100 6,300 6,600 6,900 7,200 7,500 7,800 8,100 8,400 8,700
CONTRACTED SERVICES 323,634 300,802 364,027 366,836 375,188 253,697 395,000 406,900 419,100 431,700 444,700 458,000 471,700 485,900 500,500 515,500 531,000
OTHER 20,360 10,906 19,028 30,734 19,843 20,013 37,200 38,300 39,400 40,600 41,800 43,100 44,400 45,700 47,100 48,500 50,000
NON-DEPARTMENTAL 29,822 24,230 44,700 46,000 47,400 48,800 50,300 51,800 53,400 55,000 56,700 58,400 60,200
NEW OPERATING COSTS 0 0 123,010 126,885 130,880 161,994 167,100 172,362 237,048 244,520
TOTAL OPERATING EXPENDITURES 1,941,661 1,889,004 2,110,247 2,258,753 2,026,641 1,876,274 2,286,500 2,358,300 2,432,400 2,632,010 2,714,885 2,800,280 2,915,294 3,007,100 3,101,762 3,258,548 3,361,220
TRANSFERS OUT 432,670 516,392 606,264 723,402
TRANSFER TO WATER FUND 96,000 96,000 96,000 96,000 96,000 96,000 96,000 96,000 96,000 96,000 96,000 96,000 96,000
TRANSFER TO GENERAL FUND 225,000 219,200 225,000 225,000 225,000 225,000 225,000 225,000 225,000 225,000 225,000 225,000 225,000
TRANSFER TO REGIONAL WATER RESERVE FUND-78 669,000 618,750 1,000,000 1,000,000
REGIONAL CAPITAL PROJECT FUND 182,000
INTERBASIN TRANSFER• 38,000 38,000
CAPITAL OUTLAY 81,909 3,552 5,972 0 116,310 77,377 184,000 88,000 62,000 95,000 66,000 68,000 70,000 72,000 109,000 76,000 78,000
EXISTING DEBT 1,213,237 1,206,481 1,207,036 1,206,430 1,213,080 845,243 719,339 779,588 258,452 258,452 258,452 66,806 66,806 66,806 66,806 66,806 66,806
NEW DEBT 0 1,373,633 2,747,266 2,999,811 3,252,357 3,390,109 3,527,861 3,527,861 3,527,861 3,527,861
TOTAL EXPENDITURES 3,669,477 3,615,429 3,929,519 4,188,585 4,384,031 3,914,844 3,548,839 3,546,888 4,447,485 6,053,728 7,360,148 6,508,443 7,763,209 6,994,767 7,126,429 7,250,215 7,354,887
REVENUES OVER EXPENDITURES -208,378 44,743 105,164 39,232 -94,499 310,862 731,161 905,012 183,715 55,272 -1,051,948 6,357 -870,309 129,633 239,071 365,785 521,113
ACCRUAL ADJUSTMENTS 791,236 480,998 1,133,811 1,906,276 1,418,282 1,010,942
NET INCOME 582,858 525,741 1,238,975 1,945,508 1,323,783 1,321,804 731,161 905,012 183,715 55,272 -1,051,948 6,357 -870,309 129,633 239,071 365,785 521,113
UNRESTRICTED NET ASSETS 2,694,793 3,043,197 3,631,753 4,972,528 4,477,735 5,323,537 6,054,698 6,959,710 7,143,425 7,198,697 6,146,749 6,153,106 5,282,797 5,412,431 5,651,502 6,017,287 6,538,401
UNRESTRICTED NET ASSETS/TOTAL EXPENDITURES 73.44% 84.17% 92.42% 118.72% 102.14% 135.98% 170.61% 196.22% 160.62% 118.91% 83.51% 94.54% 68.05% 77.38% 79.30% 82.99% 88.90%
NEW DEBT'
PROJECT COST 34,482,000 5,950,000 3,700,000
CAPITAL RESERVE 0 1,000,000 1,000,000
LOAN AMOUNT 34,482,000 4,950,000 2,700,000
PAYMENT 1,373,633 252,545 137,752
ANNUAL PAYMENTS 2,747,266 505,091 275,504
RATE 5.00% 6.00% 6.00%
TERM 20 15 15
ASSUMPTIONS'
•INTERBASIN TRANSFERS END IN FY 2015 AS PER CITY STAFF.
Pnnted 1/22/2015 2:43 PM

s
TABLE 12
CITY OF HENDERSON
SEWER FUND
FINANCIAL ANALYSIS WITH CIP
AUDIT AUDIT AUDIT AUDIT AUDIT AUDIT ESTIMATE YEAR 1 YEAR 2 YEAR 3 YEAR 4 YEAR 5 YEAR 6 YEAR 7 YEAR 8 YEAR 9 YEAR 10
LINE ITEM 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025
REVENUES;
SEWER CHARGES 3,611,574 3,596,525 3,748,611 3,923,953 4,131,867 4,416,160 4,389,000 4,432,900 4,477,200 4,522,000 4,567,200 4,612,900 4,659,000 4,705,600 4,752,700 4,800,200 4,848,200
RECONNECTIONS 178,658 133,235 84,701 55,101 49,977 50,436 51,000 51,500 52,000 52,500 53,000 53,500 54,000 54,500 55,000 55,600 56,200
PAST DUE CHARGES 310,742 276,657 233,207 169,739 173,376 159,856 165,000 166,700 168,400 170,100 171,800 173,500 175,200 177,000 178,800 180,600 182,400
OTHER REVENUES 72,577 97,773 93,039 77,728 94,006 89,743 80,400 81,200 82,000 82,800 83,600 84,400 85,200 86,100 87,000 87,900 88,800
NONOPERATING INCO(yL.
INVESTMENT INCOME 6,193 2,610 3,142 3,796 2,027 1,379 1,000 2,000 2,000 2,000 2,000 2,000 2,000 2,000 3,000 4,000 4,000
GRANT 1,535,000
LEASE PROCEEDS 151,439 150,000
VANCE COUNTY DEBT REIMBURSEMENT 184,771 167,667 161,856 156,079 150,055 144,218 155,600 132,489 67,179
TRANSFER FROM RATE STABILITY FUND-79
TRANSFER FROM SEWER CAPITAL PROJECT FUND 1,164
OTHER REVENUES 184 6,990 59,699 23,662 3,155
TOTAL REVENUES 4,516,138 4,281,457 4,384,255 4,410,058 4,752,472 4,864,947 6,377,000 4,866,789 4,848,779 4,829,400 4,877,600 4,926,300 4,975,400 5,025,200 5,076,500 5,128,300 5,179,600
NEW SOURCES OF REVENUE;
NEW SEWER REVENUE REQUIREMENT 399,000 403,000 851,000 860,000 869,000 878,000 887,000 896,000 905,000 914,000
PERCENTAGE INCREASE 9% 9%
TOTAL REVENUES 4,516,138 4,281,457 4,384,255 4,410,058 4,752,472 4,864,947 6,377,000 5,265,789 5,251,779 5,680,400 5,737,600 5,795,300 5,853,400 5,912,200 5,972,500 6,033,300 6,093,600
.EXPENDITURES'
TREATMENT 2,273,829 2,218,738 2,147,089 2,249,562 1,990,547 2,042,523 2,181,400 2,046,800 1,908,200 1,865,400 1,921,400 1,979,000 2,038,400 2,099,600 2,162,600 2,227,500 2,294,300
COLLECTION 590,947 443,291 446,650 468,191 277,666 275,292 405,800 418,000 430,500 443,400 456,700 470,400 484,500 499,000 514,000 529,400 545,300
INFILTRATION&INFLOW 162,010 144,596 163,308 142,408 155,270 189,500 195,200 201,100 207,100 213,300 219,700 226,300 233,100 240,100 247,300 254,700
NON-DEPARTMENTAL 38,598 145,989 125,000 128,800 132,700 136,700 140,800 145,000 149,400 153,900 158,500 163,300 168,200
NEW OPERATING COSTS 0 0 0 25,000 25,750 26,523 27,318 28,138 28,982 29,851
TOTAL OPERATING EXPENDITURES 2,864,776 2,824,039 2,738,335 2,881,061 2,449,219 2,619,074 2,901,700 2,788,800 2,672,500 2,652,600 2,757,200 2,839,850 2,925,123 3,012,918 3,103,338 3,196,482 3,292,351
CAPITAL OUTLAY 170,030 65,716 60,691 22,138 105,958 188,008 1,637,000 791,000 373,000 764,000 328,000 1,202,000 413,000 363,000 425,000 305,000 308,000
TRANSFERS OUT 772,520 716,949 781,013 940,853
TRANSFER TO UTILITIES FUND-70 77,800 77,800
TRANSFER TO RATE STABILITY FUND-79 264,200 64,200
TRANSFER TO GENERAL FUND 402,800 252,800 402,800 402,800 402,800 402,800 402,800 402,800 402,800 402,800 402,800 402,800 402,800
TRANSFER TO WATER FUND 585,504 531,141 608,688 608,688 608,688 608,688 608,688 608,688 205,400 205,400 205,400 205,400 205,400
EXISTING DEBT 488,755 462,092 418,678 402,811 355,712 443,664 259,806 1,102,414 1,034,877 915,138 883,250 882,750 882,250 881,750 881,250 880,750 880,250
NEW DEBT 22,600 96,307 282,515 302,765 300,515 275,664 249,874 224,083 221,833 219,583 217,333
TOTAL EXPENDITURES 4,296,081 4,068,796 3,998,717 4,246,863 4,241,193 4,176,687 5,832,594 5,790,009 5,374,380 5,645,991 5,280,453 6,211,752 5,078,446 5,089,951 5,239,621 5,210,015 5,306,134
REVENUES OVER EXPENDITURES 220,057 212,661 385,538 163,195 511,279 688,260 544,406 -524,220 -122,600 34,409 457,147 -416,452 774,954 822,249 732,879 823,285 787,466
ACCRUAL ADJUSTMENTS -10,623 -436,025 371,990 -1,145,867 121,844 299,121
NET INCOME 209,434 -223,364 757,528 -982,672 633,123 987,381 544,406 -524,220 -122,600 34,409 457,147 -416,452 774,954 822,249 732,879 823,285 787,466
UNRESTRICTED NET ASSETS 3,019,754 3,363,443 3,546,075 865,462 1,021,593 2,789,843 3,334,249 2,810,029 2,687,429 2,721,838 3,178,986 2,762,533 3,537,487 4,359,736 5,092,615 5,915,900 6,703,366
UNRESTRICTED NET ASSETS I TOTAL EXPENDITURES 70.29% 82.66% 88.68% 20.38% 24.09% 66.80% 57.17% 48.53% 50.00% 48.21% 60.20% 44.47% 69.66% 85.65% 97.19% 113.55% 126.33%
NEW DEBT;
LOAN AMOUNT 1,800,000
PAYMENT
ANNUAL PAYMENTS
RATE 2.50%
TERM 20
NEW DEBT•
LOAN AMOUNT 108,000 220,000
PAYMENT 23,541
ANNUAL PAYMENTS 22,600 47,081
RATE
1.53% 2.50%
TERM 5 5
NEW DEBT
LOAN AMOUNT 1,050,000
PAYMENT 50,167
ANNUAL PAYMENTS 100,333
RATE 5.00%
TERM 15
ASSUMPTIONS' t.
PHASE 1 WWTP IMPROVEMENTS COMPLETE BY FY2015. CONSEQUENTLY TREATMENT COSTS DECLINE BY$200,000 IN FY 2016,$200,000 IN FY 2017,AND$100,000 IN FY 2018.
Printed 1/22/2015 2:43 PM

INTERLOCAL AGREEMENTS
The City has interlocal agreements for water services with nearby governments. Below is
a diagram and list of the users and their rates:
FIGURE 13
CITY OF HENDERSON
INTERLOCAL AGREEMENTS
REGIONAL I
WATER
1 WARREN
OXFORD HENDERSON
COUNTY
4
FRANKLIN VANCE
KITTRELL
COUNTY COUNTY
martinmcgill
im o9`" Page 9
Confidential&I'roprietar)

AGREEMENT RATES
Ownership of Regional Water Treatment Henderson shares ownership of the
plant regional plant with the City of Oxford and
Warren County. Each of the three owners
pays the Regional Water rate.
Henderson water sold to Town of Kittrell Henderson charges the Town of Kittrell
"Outside"rates less 10%.
Henderson water sold to Franklin County Henderson charges the regional rate to and
receives debt service compensation from
Franklin County.
Henderson water sold to Vance County Henderson charges $3.0015 per 1,000
gallons for up to 175,000 gallons per day
As discussed next, the current rates charged by the Water, Regional Water, and Sewer
funds are high enough to yield feasible operations but may not be adequate for funding
future increases in operating costs and capital needs.
FINDINGS
The rates charged by the Regional Water fund do not directly affect the customers of
Oxford, Henderson, and Warren County for they are only charged to the three
municipalities. Instead, each of the three municipalities resells water to their customers
at different rates. Therefore, for the purposes of this report, any reference to rates paid by
Henderson customers involves the rates charged by the Henderson Water and Sewer
funds, not the Regional Water fund.
The following characteristics stand out when analyzing the City's current water and
sewer users and rates, as shown in Tables 14 and 15.
martinmcgill
Page 10
Confidential&Nroprietar)

• The City has 8,586 water users, of which 6,868 are inside the City and 7,841 are
residential.
• The City has 7,100 sewer users, of which 6,637 are inside the City and 6,284 are
residential.
• Water and sewer rate structures include a declining block after 4,000 cubic feet,
discouraging conservation by commercial users but not the majority of residential
users. This structure complies with State drought requirements since it does not
reduce volume rates for usage up to 20,000 gallons or 2,702 cubic feet. However,
there are no irrigation rates.
• Inside, large-quantity customers pay less than the water fund's cost to buy a share
of its water from the Regional Water fund. Inside, large-quantity customers pay
the Water fund $1.34er 100 cubic feet for monthlyupto 100,000 cubic
P usage g
feet and $1.07 per 100 cubic feet for monthly usage exceeding 100,000 cubic feet.
However, the Regional Water fund's "Fixed" rate for the first million gallons is
$2,008 per million gallons or $1.56 per 100 cubic feet. The "Used" rate for
monthly flow exceeding 1 million gallons declines to $1,284 per million gallons
or$0.96 per 100 cubic feet. Both Inside Large Quantity rate tiers are less than the
first rate tier for purchased water.
martinmcgill
• : ,� ,g,.:(. . ,_ Page 11
Confidential&Proprietary

TABLE 14
CITY OF HENDERSON
FY 2015 WATER RATES
INSIDE
Minimum (0 -499 cu ft) (0 -3,733 gal) $10.42
500 -4,000 cu ft (3,734 -29,922 gal) $2.36 per 100 cu ft
4,001+ (29,923+ gal) $1.78 per 100 cu ft
OUTSIDE
Minimum (0 -499 cu ft) (0 - 3,733 gal) $26.06
500 -4,000 cu ft (3,734 -29,922 gal) $5.90 per 100 cu ft
4,001+ (29,923+ gal) $4.45 per 100 cu ft
INSIDE LARGE QUANTITY
Minimum $10.42
0 - 100,000 (0 - 748,050 gal) $1.34 per 100 cu ft
100,001 + (748,051 + gal) $1.07 per 100 cu ft
OUTSIDE LARGE QUANTITY
Minimum $26.06
0 - 100,000 (0 - 748,050 gal) $3.30 per 100 cu ft
100,001 + (748,051 + gal) $2.66 per 100 cu ft
KITTRELL
0 - 100,000 (0 - 748,050 gal) $2.97'per 100cuft
100,001 + (748,051 + gal) $2.39'per 100 cu ft
INSIDE BULK (Tanker trucks)
Minimum (0 - 500 gal) $8.24
501 + $7.00 per 1000 gal
OUTSIDE BULK (Tanker trucks)
Minimum (0 - 500 gal) $14.27
501 + $10.00 per 1000 gal
martinmcgill
Page 12
Confidential&Proprietary

T
"I ABLE: 15
CITY OF HENDERSON
FY 2015 REGIONAL WATER AND SEWER RATES
REGIONAL (Henderson, Oxford, Warren Co)
Fixed $2,008.00 Minimum (1 mil)
Used $1,284.00 per million gal
SEWER
INSIDE
Base charge $13.74
0- 10,000(0-74,805 gal) $4.89 per 100 cu ft
10,001 + (74,806+ gal) $3.50 per 100 cu ft
OUTSIDE
Base charge $34.34
0- 10,000(0-74,805 gal) $12.24 per 100 cu ft
10,001 + (74,806 + gal) $8.80 per 100 cu ft
To analyze the present Water, Regional Water, and Sewer rates and the impact of any
changes, we created a rate model that shows the financial impact of various rate
modifications. Each user group including residential, commercial, and industrial users
inside and outside the City was investigated to determine the number of users contained
within and the groups' average monthly consumption and charges paid. This information
was gathered from the City's consumption reports. The resulting revenue from this rate
model has a low calibration error when compared to the water and sewer revenue in the
financial statements. We then made changes to the rates for each user group and rate
charge tiers to determine how it would affect the charges to the users and the funds'
revenues. In proposing changes to rates, our objectives are to maintain positive revenue
generation for the fund, yet not create excessive fund balances.
martinmcgill
Page 13
Conlidential&Proprietary

RECOMMENDATIONS
As a result of our analysis, we have modeled the following Water, Regional Water, and
Sewer revenue increases to finance system growth, inflation, and capital needs. These
increases would affect fixed and volume charges but not tap or other miscellaneous
charges. These revenue increases are arranged in time to minimize the impact to most
users as shown below.
WATER FUND
• 10%revenue increases in FY 2016 and FY 2017.
• 5%annual revenue increases from FY 2018 - FY 2020.
• 3%revenue increase in FY 2024.
REGIONAL WATER FUND
• 3%annual revenue increases from FY 2016—FY 2017.
• 6%revenue increase in FY 2018.
• 3%annual revenue increases from FY 2019—2020.
• 6%revenue increase in FY 2018.
• 3%annual revenue increases from FY 2022—2025.
SEWER FUND
• 9%revenue increase in FY 2016.
• 9%revenue increase in FY 2018.
It is worth mentioning that an increase in revenue requires a greater increase in rates due
to the price elasticity of demand. When rates increase, customers' usages slightly
decrease. However, the revenue loss from the lower water usage is less than the revenue
gained from higher rates. Consequently, rate increases generate more revenue for the
program but the percentage increases in rates must exceed the percentage increases in
martinmcgill
imonagement consut nfl Page 14
•Confidential&Proprietary

required revenues. We have developed rate schedules that generate each of the revenue
increases for the first five of the next ten years. The proposed rates are rounded to the
nearest $0.05 to simplify charge calculations and add irrigation rates. The proposed rate
schedules and examples of monthly charges are shown in Tables 16, 17, and 18.
Additionally, it is assumed that Warren County, Oxford, and the Henderson Water fund
will contribute funding to the Regional Water fund to help pay for the plant expansion
and other planned capital projects. The payments are expected to begin in FY 2018 as
per the regional water system agreement's 20%, 20%, and 60% contribution factors. The
annual contributions from Warren County, Oxford, and the Henderson Water fund will
total $230,000, $230,000, and $690,000 respectively. Consequently, the aforementioned
Regional Water fund revenue increases using rates mainly pay for increasing operating
costs.
CONCLUSIONS
Based upon our analyses, we have concluded that each of the three funds recover its
system costs through current rates and maintain sound fund balances. However, the rates
are not sufficient for future increases in operating costs and planned capital projects. The
estimated annual revenue increases and contributions would prepare each of the funds for
the phase in of additional debt service payments, operating and capital costs associated
with the CIP. The City should consider the issuance of debt for the long term financing
of each fund's capital improvements. This would allow debt service payments to be
spread over a longer period to avoid rate shock for current customers and have future
customers who will benefit from the improvements pay a fair share of the costs. The
increases are estimated from the current fiscal year's data and projections of future events.
If the projected revenues from Vance County are not realized, rates may need to increase
further to replace the lost revenue. Conversely, if a large industrial user is established,
rates could decline. It is recommended that these calculations be reviewed each year
using updated information to determine if adjustments are required at that time to meet
established financial objectives.
'martinmcgill
•
Page 15
( unlidential K I'mprietan

TABLE 16
CITY OF HENDERSON
CURRENT AND PROPOSED WATER RATES
CURRENT YEAR 1 YEAR 2 YEAR 3 YEAR 4 YEAR 5
2015 2016 2017 2018 2019 2020
WATER
INSIDE
Minimum(0-499 cu ft)(0-3,733 gal) $10.42 $11.60 $12.90 $13.70 $14.55 $15.45
500-4,000 cu ft(3,734-29,922 gal) $2.36 $2.65 $2.95 $3.15 $3.35 $3.60 per 100 cu ft
4,001+(29,923+gal) $1.78 $2.00 $2.25 $2.40 $2.55 $2.75 per 100 cu ft
INSIDE IRRIGATION
Minimum(0-499 cu ft)(0-3,733 gal) $11.60 $12.90 $13.70 $14.55 $15.45
500+(3,734+gal) $2.65 $2.95 $3.15 $3.35 $3.60 per 100 cu ft
OUTSIDE
Minimum(0-499 cu ft)(0-3,733 gal) $26.06 $28.95 $32.15 $34.10 $36.15 $38.35
500-4,000 cu ft(3,734-29,922 gal) $5.90 $6.55 $7.30 $7.75 $8.25 $8.75 per 100 cu ft
4,001+(29,923+gal) $4.45 $4.95 $5.50 $5.85 $6.25 $6.65 per 100 cu ft
OUTSIDE IRRIGATION
Minimum(0-499 cu ft)(0-3,733 gal) $28.95 $32.15 $34.10 $36.15 $38.35
500+(3,734+gal) $6.55 $7.30 $7.75 $8.25 $8.75 per 100 cu ft
INSIDE LARGE QUANTITY
Minimum $10.42 $11.60 $12.90 $13.70 $14.55 $15.45
0-100,000(0-748,050 gal) $1.34 $1.50 $1.70 $1.85 $2.00 $2.15 per 100 cu ft
100,001 +(748,051+gal) $1.07 $1.20 $1.35 $1.45 $1.55 $1.65 per 100 cu ft
OUTSIDE LARGE QUANTITY
Minimum $26.06 $28.95 $32.15 $34.10 $36.15 $38.35
0-100,000(0-748,050 gal) $3.30 $3.70 $4.15 $4.40 $4.70 $5.00 per 100 cu ft
100,001 +(748,051+gal) $2.66 $3.00 $3.35 $3.60 $3.85 $4.10 per 100 cu ft
KITTRELL
0-100,000(0-748,050 gal) $2.97 $3.30 $3.70 $3.95 $4.20 $4.50 per 100 cu ft
100,001 +(748,051+gal) $2.39 $2.70 $3.00 $3.20 $3.40 $3.65 per 100 cu ft
INSIDE BULK(Tanker trucks)
Minimum(0-500 gal) $8.24 $9.15 $10.20 $10.85 $11.55 $12.25
501 + $7.00 $7.80 $8.70 $9.25 $9.85 $10.45 per 1000 gal
OUTSIDE BULK(Tanker trucks)
Minimum(0-500 gal) $14.27 $15.85 $17.60 $18.70 $19.85 $21.05
501 + $10.00 $11.10 $12.35 $13.10 $13.90 $14.75 per 1000 gal
EXAMPLES OF MONTHLY CHARGES
INSIDE-WATER 499 CU FT $10.42 $11.60 $12.90 $13.70 $14.55 $15.45
OUTSIDE-WATER 499 CU FT $26.06 $28.95 $32.15 $34.10 $36.15 $38.35
INSIDE-WATER 1000 CU FT $22.22 $24.85 $27.65 $29.45 $31.30 $33.45
OUTSIDE-WATER 1000 CU FT $55.56 $61.70 $68.65 $72.85 $77.40 $82.10
INSIDE-WATER 5000 CU FT $110.82 $124.35 $138.65 $147.95 $157.30 $168.95
OUTSIDE-WATER 5000 CU FT $277.06 $307.70 $342.65 $363.85 $387.40 $411.10
INSIDE-WATER 10,000 CU FT $199.82 $224.35 $251.15 $267.95 $284.80 $306.45
OUTSIDE-WATER 10,000 CU FT $499.56 $555.20 $617.65 $656.35 $699.90 $743.60
INSIDE LARGE QUANTITY(180,000 CU FT) $2,196.00 $2,460.00 $2,780.00 $3,010.00 $3,240.00 $3,470.00
OUTSIDE LARGE QUANTITY(180,000 CU FT) $5,428.00 $6,100.00 $6,830.00 $7,280.00 $7,780.00 $8,280.00
OUTSIDE LARGE QUANTITY(140,000 CU FT) $4,364.00 $4,900.00 $5,490.00 $5,840.00 $6,240.00 $6,640.00
1 OUTSIDE LARGE QUANTITY(110,000 CU FT) $3,566.00 $4,000.00 $4,485.00 $4,760.00 $5,085.00 $5,410.00
Page 1 of 3

TABLE 17
CITY OF HENDERSON
CURRENT AND PROPOSED REGIONAL WATER RATES
CURRENT YEAR 1 YEAR 2 YEAR 3 YEAR 4 YEAR 5
2015 2016 2017 2018 2019 2020
REGIONAL(Henderson,Oxford,Warren Co)
Fixed $2,008.00 $2,090.00 $2,175.00 $2,330.00 $2,425.00 $2,525.00 Minimum(1 mil)
Used $1,284.00 $1,340.00 $1,395.00 $1,495.00 $1,555.00 $1,620.00 per million gal
EXAMPLES OF MONTHLY CHARGES
35 MILLION $45,664.00 $47,650.00 $49,605.00 $53,160.00 $55,295 00 $57,605.00
45 MILLION $58,504.00 $61,050.00 $63,555.00 $68,110.00 $70,845.00 $73,805.00
70 MILLION $90,604.00 $94,550.00 $98,430.00 $105,485.00 $109,720.00 $114,305.00
Page 2 of 3

TABLE 18
CITY OF HENDERSON
CURRENT AND PROPOSED SEWER RATES
CURRENT YEAR 1 YEAR 2 YEAR 3 YEAR 4 YEAR 5
2015 2016 2017 2018 2019 2020
SEWER
INSIDE
Base charge $13.74 $15.15 $15.15 $16.70 $16.70 $16.70
0-10,000(0-74,805 gal) $4.89 $5.40 $5.40 $5.95 $5.95 $5.95 per 100 cu ft
10,001+(74,806+gal) $3.50 $3.85 $3.85 $4.25 $4.25 $4.25 per 100 cu ft
OUTSIDE
Base charge $34.34 $37.80 $37.80 $41.60 $41.60 $41.60
0-10,000(0-74,805 gal) $12.24 $13.50 $13.50 $14.85 $14.85 $14.85 per 100 cu ft
10,001+(74,806+gal) $8.80 $9.70 $9.70 $10.70 $10.70 $10.70 per 100 cu ft ,
EXAMPLES OF MONTHLY CHARGES
INSIDE-SEWER 499 CU FT $38.14 $42.10 $42.10 $46.39 $46.39 $46.39
OUTSIDE-SEWER 499 CU FT $95.42 $105.17 $105.17 $115.70 $115.70 $115.70
INSIDE-SEWER 1000 CU FT $62.64 $69.15 $69.15 $76.20 $76.20 $76.20
OUTSIDE-SEWER 1000 CU FT $156.74 $172.80 $172.80 $190.10 $190.10 $190.10
INSIDE-SEWER 5000 CU FT $258.24 $285.15 $285.15 $314.20 $314.20 $314.20
OUTSIDE-SEWER 5000 CU FT $646.34 $712.80 $712.80 $784.10 $784.10 $784.10
INSIDE-SEWER 10,000 CU FT $502.74 $555.15 $555.15 $611.70 $611.70 $611.70
OUTSIDE-SEWER 10,000 CU FT $1,258.34 $1,387.80 $1,387.80 $1,526.60 $1,526.60 $1,526.60
Page 3 of 3

SANITARY SEWER
COLLECTION SYSTEM
SPILL RESPONSE PLAN
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Index
1 - KEY PERSONNEL
2 - EMERGENCY PERSONNEL
3 - CONTRACTOR LIST
4 - ENGINEER LIST
5 - EQUIPMENT LIST
6 - SANITARY SEWER OVERFLOW RESPONSE PROCEDURES

KEY PERSONNEL
NAME TITLE WORK PHONE HOME PHONE CELL PHONE
Frank Frazier City Manager 252-430-5701 919-692-2148 252-432-0444
Assistant to the City
Paylor Spruill
252-430-5703 252-425-8176
Manager
Public Works Director
Andy Perkinson 252-431-6117 252-915-6076 252-226-4882
(Back up ORC)
Assistant Public Works
Lee Owen 252-431-0419 252-432-5054 252-432-4591
Director
Distribution & Collection
Joey Long Jr. 252-431-6030 252-436-2217 252-226-4492
System Supervisor/ORC
Utility Maintenance Crew
Paul Brown 252-431-6030 252-431-5903 252-432-0445
Leader
Utility Maintenance Crew
Wade West Jr. 252-431-6030 252-226-6248 252-226-2852
Leader
Utility Maintenance Crew
Troy Gooch 252-431-6030 252-432-0942 252-226-2907
Leader
Andre Howard Construction Inspector 252-431-5731 252-204-4825 252-432-1914
Lamont Allen HWRF Director& ORC 252-431-6081 910-612-5509 252-432-4547
HWRF-Treatment
Darrell Johnson 252-431-6085 252-430-6582 252-432-4590
Coordinator
Teddy Felts Chief Plant Operator 252-431-6086 252-425-3681
Plant Maintenance
Dale Jones 252-431-6084 252-432-4584
Supervisor
KLRWP Director &
Christy Lipscomb 252-438-2142 434-579-7551 252-430-9387
Distribution ORC

PRIMARY EMERGENCY PERSONNEL
NAME HOME PHONE CITY PHONE
Andy Perkinson, Public Works Director 252-915-6076 252-226-4882
Lee Owen, Assistant Public Works Director 252-432-5054 252-432-4591
Joey Long, ORC 252-436-2217 252-226-4492
Paul Brown, Crew Leader 252-425-2108 252-425-3744
Troy Gooch, Crew Leader 252-432-0942 252-226-2907
Wade West, Crew Leader 252-226-6248 252-226-2852
Utility Locator, Kyshorba Cheek (KC) 252-915-9255 252-425-3290
Helper Phone—Secondary Emergency Personnel 252-226-4885
SECONDARY EMERGENCY PERSONNEL
NAME HOME PHONE CITY PHONE
John Bullock 252-820-0061 252-226-4885
David Smith 252-762-8285 252-226-4885
Marcus Hargrove 252-820-0294 252-226-4885
Quincey Wilkinson 919-692-5998 252-226-4885
Darnell Yarborough 770-652-4700 252-226-4885
Jorge Lopez 252-204-4548 252-226-4885
Steve Alston 252-915-4959 252-226-4885
Ryan Milton 919-612-3930 252-226-4885
Emergency personnel are available 24 hours per day during the weeks that they are on
emergency call/stand-by duty. One primary and one secondary employee are always on call
together.

CONTRACTOR LIST
H.G. Reynolds Company, Inc.
3595 US 1 Business North
Henderson, NC 27537
Contact: Ken Long, Ill
Office: 252-492-3071
Cell: 252-430-9265
Abbott's Excavation Service, LLC
409 Young Street
Henderson, NC 27536
Contact: Dennis Abbott, Owner
Office: 252-438-8082
Cell: 252-767-4897
Home: 252-430-6885

ENGINEERING LIST
City of Henderson
Engineering Department
Clark Thomas
Office-252-430-5728
Cell- 252-425-5107
MCGILL ASSOCIATES
Andy Lovengood or Joel Whitford
Office: 828-328-2024
Cell: 828-310-3286

EQUIPMENT LIST
• ONE COMBINATION HIGH PRESSURE/VACUUM SEWER CLEANING TRUCK
CAPABLE OF CLEANING 6" THROUGH 30" DIAMETER SEWER MAIN
• GASOLINE POWER FLEXIBLE SEWER RODDING MACHINE TRUCK MOUNTED
• ONE CLOSED CIRCUIT TELEVISION INSPECTION EQUIPMENT FOR 8" THROUGH 30" MAINS
• ONE PORTABLE JETTER FOR EMERGENCY SITUATIONS IN UNACCESSIBLE AREAS FOR THE JETVAC
• ONE 6" BYPASS PUMP DIESEL POWERED
• TWO 3" BYPASS PUMP GAS POWERED
• DISCHARGE HOSE FOR THE ABOVE PUMPS
• PNEUMATIC SEWER PLUGS
• THREE BACKHOES
• TWO 185 CFM PORTABLE AIR COMPRESSORS DIESEL
• ONE PORTABLE LIGHT TOWER-GAS
• ONE 4000 WATT GENERATOR-GAS
• TWO JOHN DEERE GATORS FOR OUTFALL LINE INSPECTIONS AND MAINTENANCE
• STANLY POWER UNTI WITH ATTACHEMENTS
• FOUR 3/-TON UTILITY SERVICE BODIES WITH TWO-WAY RADIOS
• THREE 8-TON DUMP TRUCKS WITH TWO-WAY RADIOS
• ONE 15-TON TANDEM INTERNATIONAL DUMP TRUCK
• ONE 3A-TON 1985 CHEVROLET 4X4 TRUCK
• ONE TON F250 4WD
This list of equipment is assigned to the Sewer Collection and Water Distribution Division and is located at
the Operations and Service Center at 900 S. Beckford Drive, Henderson, NC 27536.

SANITARY SEWER OVERFLOW RESPONSE PROCEDURES
Upon the findings of sewer overflows, the Sewer Collection and Water Distribution personnel
should contact the ORC or a backup ORC immediately. This is a mandatory action that must be
followed. If the ORC or backup ORC is unavailable, you should contact Lamont Allen for further
instructions of notification.
When checking manholes due to rainfall, personnel should stay in contact throughout
the entire ordeal of overflow so as to ensure proper action has been followed in accordance
with State Guidelines. This is of the utmost importance. Communication is the key to success
in teamwork in such matters.
In the situation the City is experiencing overflows due to I & I, no tolerance will be
allowed with not reporting of overflows. The ORC or Backup ORC must visit the site within a 24
hour time frame. The ORC has 24 hours to call in overflows to the State after the initial report.
The City has 5 days to file the final report on BIMS.
Failure to comply with these instructions will result in disciplinary actions! The City
Manager and Assistant City Manager need to be notified of any and all sewer overflows.

BYPASS REGULATIONS AND REPORTING
WATER RECLAMATION FACILITY
LESS THAN 1,000
EQUAL TO OR GREATER ANY AMOUNT TO '
GALLONS AND THAN 1,000 GALLONS
CONTAINED AND CONTAINED THE ATRFSCE
00 IN-HOUSE CALL REPORT DWQ----q WATERS
REPORT ONLY WITHIN 24 HOURS CALL REPORT DWO
WRITTEN REPORT TO DWQ WRITTEN REPORT TO DWQ
NO CALL TO DWQ WITHIN 5 DAYS WITHIN 5 DAYS
NO PRESS RELEASE NO PRESS RELEASE
NO PUBLIC NOTICE i1I0 PUBLIC NOTICE NO PRESS RELEASE
COLLECTION SYSTEM ! PUMP STATIONS Na PUBLIC NOTICE
LESS THAN 1,000 EQUAL TO OR GREATER LESS THAN 1,000
GALLONS AND
THAN 1,000 GALLONS GALLONS TO THE
CONTAINED AND CONTAINED SURFACE WATERS
DO IN-HOUSE CALL REPORT TO DWQ
REPORT ONLY WITHIN 24 HOURS CALL REPORT DWQ
WRITTEN REPORT TO OWQ WRITTENWITHIN 244 HOURS
REPORT TO DWQ
NO GALL TO DWQ WITHIN 5 DAYS WITHIN 5 DAYS
NO PRESS RELEASE NO PRESS RELEASE s
NO
NO PUBLIC NOTICE NO PUBLIC NOTICE PRESS
NO PUBLICRELEASE
NOTICE
EQUAL TO OR GREATER EQUAL TO OR GREATER r,
THAN 1, EQUAL TO OR GREATER c
000 GALLONS THAN 15,000 GALLONS THAN 1,000,000 GALLONS
TO SURFACE WATERS TO SURFACE WATERSTO SURFACE WATERS
CALL REPORT TO DWQ CALL REPORT TO DWQ •
WITHIN 24 HOURS CALL REPORT TO DWQ
WITHIN 24 HOURS WITHIN 24 HOURS
WRITTEN REPORT TO DWQ
WRITTEN REPORT TO DWQ WRITTEN REPORT TO DWQ
WITHIN 5 DAYS WITHIN 5 DAYS c
E
SEND PRESS RELEASE SEND PRESS RELEASE RELEASE 5 DAYS
WITHIN 24 HOURS a
SEND PRESS
NO PUBLIC NOTICE WITHIN 24 HOURS WITHIN 24 HOURS
'SEND PUBLIC NOTICE SEND PUBLIC NOTICE
CONTACT DWQ TO SEE WHAT
SENDCOPY OF PUBLIC NOTICE TO
DWQ WITHIN 30 DAYS ADDITIONAL COUNTIES MUST BE
NOTIFIED WITH PRESS RELEASE AND
PUBLIC NOTICE. SEND COPY OF c
PUBLIC NOTICE TO DVM WITHIN 30 DAYS
SEND PUBLIC NOTICE TO: NDCEU 1617 MAIL SERVICE CENTER RALEIGH, NC 27699-1617

Ktly�
Tv, Henderson Water Reclamation Facility
-'' 1646 West Andrews Avenue
Henderson, North Carolina 27537
Phone: [phone] FAX: [phone]
SPILL RESPONSE ACTION PLAN
PUMP STATIONS ONLY
I. Prevention of Overflows, Spills and Bypasses
II. Actions to take for Spills and Bypasses
III. Massive Power Outage Response Procedures
IV. DWQ Reporting Regulations and Phone Numbers
V. Detailed Procedures for HandlingBypasses yp es Entenng a Stream
VI. Preparation for Wastewater Overflows and Bypass Treatment
VII. Location of Equipment
VIII. Key And Emergency Personnel With Twenty-Four Hour Contact Numbers
IX. Local Contractors
X. Engineering Firm

•
CITY OF HENDERSON
WATER RECLAMATION FACILITY
SPILL RESPONSE ACTION PLAN
PUMP STATIONS ONLY
INTRODUCTION
The purpose of the Spill Response Plan is to emphasize prevention of all wastewater overflows or
bypasses and provide the procedures for employees to follow in case an overflow or bypass occurs.
PREVENTION OF OVERFLOWS, SPILLS AND BYPASSES
1. Keep all portable pumps and hoses in good condition and replace or repair any
seals, gaskets or hoses that are worn.
Temporary repairs (such as duct tape) are not to be used except in an emergency
with proper repairs being made as soon as possible.
2. Always keep at least one employee on duty with a portable pump where a line
rupture could cause a spill or bypass.
3. Keep all high level alarms at the Water Reclamation Facility and pump stations in
the on position at all times. Never turn off, disconnect or disable an alarm except to
service or repair it.
Notify the Plant Director or Chief Operator and the Instrumentation Technician
immediately of an alarm malfunction and complete a work order requesting repair.
4. The Plant Operators should keep the telemetry system toggle switch on at all times.
This activates the external alarm horn so the Operator on duty will know if an
alarm is received from a pump station.
5. If you get a pump station alarm then call the plant mechanic on call immediately
and tell him which station and what alarm was received. His response time should be
no longer than 45 minutes. Stay by the telephone so you can call in additional
assistance such as the Instrumentation Technician if needed. (NOTE: This does not
include the normal reporting in daily to verify the telemetry system operation,but
do call the Plant Mechanic if a pump station telemetry fails to call in so he can check it
for problems.)
6. Keep the SCADA local and external alarms on at all times. If you get an alarm and
can not correct the condition then call the mechanic on call or the Instrumentation
Technician as needed.
7. Notify the plant director or chief operator of any problem you observe that has a
high risk of resulting in a bypass or spill.

ACTIONS TO TAKE FOR SPILLS AND BYPASSES
In the event that a spill or bypass does occur an employee should take the
following actions:
1. Immediately make every reasonable effort to stop the bypass or overflow and to
prevent it from entering a storm drain, drainage ditch or creek. For example,
leaking pumps could possibly be shut down and storm drains or drainage ditches
could be blocked with dirt or sandbags.
2. Notify the Plant Director, Chief Operator, Maintenance Supervisor,
Instrumentation Technician, and/or Laboratory Supervisor as quickly as possible
about a bypass or overflow and be prepared to give as many details as possible such
as the location, when it started,how much has bypassed and if it has entered a
creek.
3. The Plant Director will supervise clean up and treatment of a bypass or overflow or
in his absence, the order of responsibility for this will be the Chief Operator,
Maintenance Supervisor and Laboratory Supervisor.
4. The person supervising the bypass clean-up should assess what is needed as rapidly
as possible and notify maintenance and the laboratory of any manpower, vehicles,
and equipment needed such as trucks, tractor, pumps, chain saws, bush axes,
hydrogen peroxide,hydrated lime, sand bags, dissolved oxygen meter, PH meter,
conductivity meter, safety equipment and signs.
5. The response time to mobilize equipment and manpower to handle a
bypass should not exceed 2 hours.
6. As soon as the bypass is cleaned up or treatment is in progress, the person
supervising the operation should notify the Raleigh Regional Office of the Division
of Water Quality about the bypass, or Emergency Management, Monday through
Friday from 5:00 p.m.to 8:00 a.m.; from 5:00 p.m. Friday to 8:00 a.m.Monday;
and all day on Holidays.
CONTACTS
1. Plant Director Office: 252-431-6081 Cell: 252-432-4547
2. Chief Plant Operator Office: 252-431-6086 Cell: 252-425-3681
3. Maintenance Supervisor Office: 252-431-6084 Cell: 252-432-4584
4. Laboratory Supervisor Office: 252-431-6085 Cell: 252-432-4590
5. Senior Instrumentation Tech. Office: 252-431-6083 Cell: 252-432-0325

III. MASSIVE POWER OUTAGE RESPONSE PROCEDURES FOR PUMPING
SEWAGE AT SIX PUMP STATIONS WITHOUT GENERATORS
PUMP STATIONS:
1. Julia Avenue 2. Harris Street 3. Country Club
4. Zeb Robinson 5. Sunneyview 6. Partin Street
In case of a massive power outage from a storm or a failure of the electrical grid it will be necessary to
follow specific procedures for the sewage pump stations that don't have generators to prevent or at the
very least, reduce any bypass of sewage.
Pump Stations not having generators and their average flows:
1. Julia Avenue Avg. Flow= 30 gpm
2. Harris Street Avg. Flow= 25 gpm
3. Country Club Avg. Flow= 20 gpm
4. Zeb Robinson Avg. Flow= 20 gpm
5. Sunnyview Avg. Flow= 2 gpm
6. Partin Street Avg. Flow= 2 gpm
1. First the portable generator should be taken to Zeb Robinson by one maintenance worker and
r connected with the quick coupling. The generator fuel tank should be checked everyfour hours and
d
2. At the same time the six inch portable Gorman Rupp pump should be carried to Julia Avenue by two
maintenance workers. Put the suction pipe in the wet well and connect the discharge pipe to the quick
coupling on the force main and open the valve. As soon as the station is pumped down the pump should
be carried to Harris Street, connected in the same way as at Julia Avenue and pump the station down.
This pump will have to be rotated between Julia Avenue and Harris Street approximately every two
hours.
3. At the same time two additional maintenance workers should carry the Jet Vac(or a septic tank truck
if the Jet Vac is out of service)to pump down the Country Club Station and the sewage should be
transported to the HWRF and dumped in the plant influent if using a septic tank or mudwell if using the
Jet Vac. Country Club is estimated to need pumping down every two and one half hours.
4. Next, the two additional maintenance workers should pump down Partin Street with the Jet Vac or
septic tank truck and transport the sewage to the HWRF. It should be dumped in the Influent if you are
using a septic tank truck or in the mudwell if you are using the Jet Vac. Partin Street will need pumping
down every 16 hours.
5. Next, the two additional maintenance workers should pump down Sunnyview with the Jet Vac or
septic tank truck and transport the sewage to the HWRF. It should be dumped in the Influent if you are
using a septic tank truck or in the mudwell if you are using the Jet Vac. Sunnyview will need pumping
down every 16 hours.

NOTE: It will take the entire maintenance staff of seven people, the Senior Instrumentation
Technician, his assistant, the Chief Plant Operator and Plant Director to coordinate and get
everything set up and started. After that, two people should be able to keep Julia Avenue and
Harris Street pumped down.Also, two people should be able to keep Country Club,Partin Street
and Sunnyview pumped down. One person is to keep a check on the portable generator at Zeb
Robinson and refuel it as needed. This person is also to provide assistance to the other two crews
as needed. If the power outage continues for more than a day then the Senior Instrumentation
Technician, his assistant, the Maintenance Supervisor, one remaining maintenance worker and an
Operator or Chief Operator will fill in on rotation to keep the stations pumped down.
IV. DWQ REPORTING REGULATIONS AND PHONE NUMBERS
1. Any bypass less than 1,000 gallons that doesn't enter surface waters does not have
to be called in to the DWQ but an in-house report must be completed and kept on
file in the bypass notebook.
2. Any bypass less than 1,000 gallons that enters surface waters should be called in to
the DWQ within 24 hours of first knowledge and followed up with a report to the
DWQ on the BIMS reporting system within 5 days of first knowledge.A copy of
the report should be printed and filed in the bypass notebook.
3. Any bypass of 1,000 gallons up to 14,999 gallons that enters surface waters
requires notifying the DWQ within 24 hours of first knowledge, a follow up report
on the DWQ BIMS System must be completed within 5 days of first knowledge
and a press release issued within 48 hours of first knowledge.A copy of the BIMS
report and press release should be filed in the bypass notebook.
4. Any bypass of 15,000 gallons (up to 999,999 gallons) that enters surface waters
requires notifying the DWQ within 24 hours of first knowledge, completing a follow up
report on the DWQ BIMS system within 5 days of first knowledge, completing a
press release within 48 hours of first knowledge and completing a public notice
within 10 days of first knowledge. Copies of the BIMS report,press release and
public notice should be filed in the bypass notebook.A certified copy of the
public notice must be mailed to the DWQ Raleigh Regional Office within 30 days
of first knowledge of the bypass.
5. Any bypass of 1,000,000 gallons or more that enters surface waters requires
notifying the DWQ within 24 hours of first knowledge, completing a follow up
report on the DWQ BIMS system within 5 days of first knowledge, completing a
press release within 48 hours of first knowledge, completing a public notice within
10 days of first knowledge and contacting the Director of the DWQ Raleigh
Regional Office to see if any additional counties should be included in the public
notice. A certified copy of the public notice must be mailed to the DWQ Raleigh
Regional Office within 30 days of first knowledge of the bypass.

DWO PHONE NUMBERS
WEEKDAYS 8:00 A.M. TO 5:00 P.M. 1-919-791-4200
AFTER HOURS, WEEKENDS AND HOLIDAYS 1-800-858-0368
The Law requires notification within 24 hours for most bypasses or spills but notification should be
made as soon as possible especially if the environment could be damaged or a fish kill could, or has
occurred.
When you contact the DWQ be prepared to provide the following information: Location of bypass, type
of wastewater bypassed, quantity, when bypass began and ended or still in progress, a description of
how the bypass is being handled and any lab data on a stream that is being monitored.
Always ask the DWQ representative if he agrees with your methods of handling the bypass and request
his/her assistance if there is danger of a fish kill or one has already occurred.
Write down the date, time and who you notified at the DWQ.
You must provide information on the sanitary sewer overflow or bypass for all spills regardless of size
and submit it to the Water Reclamation Facility Director/ORC or in his absence the Chief
Operator/Backup ORC as soon as possible but no later than 1 (one)hour after becoming aware of the
spill. The person receiving the report must notify the DWQ within 24 hours of first knowledge of the
spill and file an electronic report on the DWQ BIMS System or a hard copy within five work days and
mail it certified to:
Raleigh Regional Supervisor
NC DENR-DWQ
1628 Mail Service Center
Raleigh,NC 27699-1628

V. DETAILED PROCEDURES TO HANDLE BYPASS ENTERING A STREAM
1. Clean up all rags and solids on the ground and from the creek.
2. Apply a light dusting of hydrated mason's lime to the ground to control odor and
bacteria.
3. Sandbag the creek and pump the wastewater back into the sewer system (if practical).
4. Monitor the stream dissolved oxygen, PH, and conductivity levels 100 ft. upstream at the
point of the bypass and far enough downstream until the dissolved oxygen sag point is
determined and conductivity drops to upstream levels. Dissolved oxygen levels below
3.5 mg/1 can result in fish dying. Conductivity levels above the upstream values will
indicate the presence and strength of sewage in the downstream levels (generally levels
above 120 indicate contamination).
5. NOTE: DO NOT FEED HYDROGEN PEROXIDE WITHOUT SUPERVISION BY
THE PLANT DIRECTOR/ORC OR BACKUP ORC. THE PLANT
DIRECTOR/ORC OR BACKUP ORC IS TO DISCUSS THE USE OF
HYDROGEN PEROXIDE WITH THE RALEIGH REGIONAL DIRECTOR OR
HIS REPRESENTATIVE PRIOR TO ANY USE AND NOT USE IT IF THE
DIRECTOR SAYS NOT TO.
6. Feed 50%hydrogen peroxide upstream of the bypass at a rate to raise the stream
dissolved oxygen levels in the range of 8.0 mg/1 initially. Treat any downstream pools
with hydrogen peroxide if dissolved oxygen levels are below 3.5 mg/l.
7. Note if the stream is moving slowly then add water from a fire hydrant if available.
Monitor the stream every two(2)hours until the oxygen levels start to improve and the
fish have recovered. At this point, reduce monitoring to twice per day(morning and
afternoon)until the stream dissolved oxygen, PH, and conductivity levels have returned
to normal.
Gradually reduce the hydrogen peroxide rate and discontinue when the
stream dissolved oxygen levels return to normal.
NOTE: The DWQ does not authorize adding any chemical to a stream,however this
is the best course of action to prevent or stop a fish kill if the DWQ will allow it or at
least allow the Plant Director/ORC or Backup ORC to use his/her best professional
judgment.

VI. PREPARATION FOR WASTEWATER OVERFLOWS AND BYPASS TREATMENT
The resources for treatment of bypasses and the responsibility for maintaining their availability are as
follows:
Laboratory Supervisor:
A. Laboratory Van
B. Laboratory Truck
C. Portable dissolved oxygen meter
D. Portable conductivity meter
E. Portable PH meter
Maintenance Supervisor
A. Five(5) maintenance trucks
B. 2 Tractors
C. One Combination High Pressure/Vacuum Sewer Cleaning Truck
D. 2 - 6 inch portable pumps
E. 4 inch portable pump
F. 2-2 inch mud hog pumps
G. 200 feet of suction line and 500 feet of discharge line in good condition for 2 inch, 4 inch,
and 6 inch pumps
H. 300 gallons of hydrogen peroxide
I. 50 pounds of hydrated mason's lime
J. One(1) chain saw
K. Two (2) bush axes
L. Twenty(20) sand bags already filled
M. One (1) dump truck load of dirt
N. 100 feet of garden hose and plastic spigots for hydrogen peroxide
O. Safety sign to mount on hydrogen peroxide barrel to warn public of danger
P. Safety equipment for employees handling hydrogen peroxide:
1. Face Shields
2. Goggles
3. Rubber Gloves
4. Rubber Boots
5. Rubber Apron or Rain Suit
VII. Location of Equipment
All equipment is normally located at the Water Reclamation Facility site.
The laboratory van and laboratory truck are located in front of the lab and the dissolved oxygen and
conductivity meters are located in the lab.
All of the items the maintenance supervisor is responsible for are normally located in the vicinity of the
plant maintenance shop building with the exceptions of:
1. Hydrogen peroxide(chemical storage pad)
2. Hydrated mason's lime (shed at primary clarifiers)
3. Sand bags and dirt(drying bed area).

VIII. KEY AND EMERGENCY Personnel and 24 Hour Contact
Telephone numbers
HWRF Director
Lamont Allen Work: 252-431-6081
Cell: 252-432-4547
HWRF Chief Operator
Teddy Felts Work: 252-431-6086
Cell: 252-425-3681
HWRF Laboratory
Darrel Johnson Work: 252-431-6085
Cell: 252-432-4590
HWRF Maintenance Supervisor
Dale Jones Work: 252-431-6084
Cell: 252-432-2673
HWRF Plant Operator
On shift Work: 252-431-6080
Cell: 252-425-8688
HWRF Maintenance
On standby Rotational Work: 252-431-6080
Cell: 252-431-4725

o .
•
O'
IX. LOCAL CONTRACTORS
Ken Long, III.
HG REYNOLDS COMPANY
3595 US 1 BUS N
HENDERSON, NC 27537
PHONE [phone]
David W. King,Jr.
SEPTIC TANK AND BACKHOE SERVICE
1550 St. ANDREWS CHURCH ROAD
HENDERSON, NC 27537
PHONE; 252-438-7394
X. ENGINEERING FIRM
Andy Lovingood
MCGILL ASSOCIATES
1240 19th Street Ln NW
Hickory, NC 28601
Phone: [phone]
Mobile: [phone]
Steve Scruggs
AECOM, INC.
701 Corporate Center Drive
Suite 475
Raleigh, NC 27607
Phone: [phone]
Mobile: [phone]
Mike Acquesta
MUNICIPAL ENGINEERING SERVICES CO.
PO Box 97
1140 Benson Highway Suite 220
Garner, NC 27529
Phone [phone]
Mobile [phone]
FILE:I/WWTP/SPILL RESPONSE ACTION PLAN UPDATED 12/13/12

•
f.. ,,-iEAv3'., CITY OF HENDERSON
I_�. ow �� Post Office Box 1434
- --. 6, Henderson, North Carolina 27536-1434
U ' t
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`\, 1004 e.' Henderson Water Reclamation Facility
`,?fir C kOti 1646 West Andrews Avenue
Henderson, North Carolina 27537
Phone: (252) 431-6080
CONTINGENCY
PLAN
FOR PUMP FAILURE
1
AT
PUMP STATIONS
,.
evised 12/10/12

_ -:� CITY OF HENDE
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CONTINGENCY PLAN FOR PUMP FAILURE
CHICKEN FARM PUMP STATION
1106 WATER STREET
NOTE: DO NOT ENTER THIS STATION WITHOUT CHECKING
TO SEE THAT THE EXHAUST FAN IS WORKING AND TESTING
THE ATMOSPHERE FOR TOXIC OR EXPLOSIVE GASES AND
OXYGEN DEFFICIENCY. DO NOT ENTER THE STATION IF YOU
DETECT ANY DANGEROUS CONDITION. CALL ONE OR ALL OF
( THE STAFF LISTED BELOW FOR FURTHER INSTRUCTIONS.
1. The plant operator should contact the plant mechanic on call as soon as a pump failure
alarm occurs or someone calls the plant to report a failure.
2. The mechanic on call should reach the station in no more than 45 minutes.
3. He should first check the breaker and reset it to see if this will correct the situation.
4. If there is an electrical problem then the mechanic should contact the Senior Instrumentation
Technician to come to the pump station and work with him as needed to solve the problem.
5. If the pump has failed then disconnect, lock out and tag the breaker and
remove the pump for repair or replacement as needed. Note—the service
truck with the crane will be needed to remove the pump.It is located at the
Henderson Water Reclamation Facility when the Plant Mechanic is not driving it.
6. Notify the Maintenance Supervisor and/or Plant Director as soon as possible so
purchase of replacement parts or a new pump can be scheduled.
AT ANY TIME IF YOU NEED ADDITIONAL HELP OR THERE IS A DANGER OF
A BYPASS THEN CONTACT THE PLANT DIRECTOR AT 252-432-4547, THE CHIEF
OPERATOR AT 252-425-3681, THE SENIOR INSTRUMENTATION TECHNICIAN AT
252-432-0325 AND/OR THE MAINTENANCE SUPERVISOR AT 252-432-4584.

/°4(011111ffiP'
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CITY OF HENDERSON
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CONTINGENCY PLAN FOR PUMP FAILURE
COUNTRY CLUB PUMP STATION
303 BEAC
O®D
TRAIL
1. The plant operator should contact the plant mechanic on call as soon as a pump failure
alarm occurs or someone calls the plant to report a failure.
2. The mechanic on call should reach the station in no more than 45 minutes.
3. He should first check the breaker and reset it to see if this will correct the situation.
4. If there is an electrical problem then the mechanic should contact the Senior
Instrumentation Technician to come to the pump station and work with him as
needed to solve the problem.
5. If the pump has failed then disconnect,lock out and tag the breaker and
remove the pump for repair or replacement as needed.
6. Notify the Maintenance Supervisor and/or Plant Director as soon as possible so
purchase of replacement parts or a new pump can be scheduled.
AT ANY TIME IF YOU NEED ADDITIONAL HELP OR THERE IS A DANGER OF
A BYPASS THEN CONTACT THE PLANT DIRECTOR AT 252-432-4547, THE CHIEF
OPERATOR AT 252-425-3681, THE SENIOR INSTRUMENTATION TECHNICIAN AT
252-252-432-0325 AND/OR THE MAINTENANCE SUPERVISOR AT 252-432-4584.

•
•
•
RE Ay;
CITY OF HENDERSON
•
CONTINGENCY PLAN FOR PUMP FAILURE
HARRIS STREET PUMP STATION
601 HARRIS STREET
1. The plant operator should contact the plant mechanic on call as soon as a pump failure
alarm occurs or someone calls the plant to report a failure.
2. The mechanic on call should reach the station in no more than 45 minutes.
3. He should first check the breaker and reset it to see if this will correct the situation.
4. If there is an electrical problem then the mechanic should contact the Senior
Instrumentation Technician to come to the pump station and work with him as
needed to solve the problem.
5. If
the pumphas failed then disconnect,
lock
. out and tag the breaker and replace
P
the rotating assembly. A spare assembly is stored at the Henderson Water Reclamation
Facility.
6.Notify the Maintenance Supervisor and/or Plant Director as soon as possible so
purchase of replacement parts can be scheduled.
AT ANY TIME IF YOU NEED ADDITIONAL HELP OR THERE IS A DANGER OF
A BYPASS THEN CONTACT THE PLANT DIRECTOR AT 252-432-4547. THE CHIEF
OPERATOR AT 252-425-3681, THE SENIOR INSTRUMENTATION TECHNICIAN AT
252-252-432-0325,AND/OR THE MAINTENANCE SUPERVISOR AT 252-432-4584 OR

•
di.01 OW
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•
CONTINGENCY PLAN FOR PUMP FAILURE
HUNTSTONE #1 PUMP STATION
463 WEST WAYCLIFFE ROAD
1. The plant operator should contact the plant mechanic on call as soon as a pump failure
alarm occurs or someone calls the plant to report a failure.
2. The mechanic on call should reach the station in no more than 45 minutes.
3. He should first check the breaker and reset it to see if this will correct the situation.
4. If there is an electrical problem then the mechanic should contact the Senior
Instrumentation Technician to come to the pump station and work with him as
needed to solve the problem.
5. If the pump has failed then disconnect,lock out and tag the breaker and
remove the pump for repair or replacement as needed.
6. Notify the Maintenance Supervisor and/or Plant Director as soon as possible so
purchase of replacement parts or a new pump can be scheduled.
AT ANY TIME IF YOU NEED ADDITIONAL HELP OR THERE IS A DANGER OF
A BYPASS THEN CONTACT THE PLANT DIRECTOR AT 252-432-4547. THE CHIEF
OPERATOR AT 252-425-3681, THE SENIOR INSTRUMENTATION TECHNICIAN AT
252-252-432-0325 AND/OR THE MAINTENANCE SUPERVISOR AT 252-432-4584.

: _�'
_ CITY OF HENDERSON
t ! 1
cktko
CONTINGENCY PLAN FOR PUMP FAILURE
INDUSTRIAL PARK PUMP STATION
311 PETER GILL ROAD
1. The plant operator should contact the plant mechanic on call as soon as a pump failure
alarm occurs or someone calls the plant to report a failure.
2. The mechanic on call should reach the station in no more than 45 minutes.
3. He should first check the breaker and reset it to see if this will correct the situation.
4. If there is an electrical problem then the mechanic should contact the Senior
Instrumentation Technician to come to the pump station and work with him as
needed to solve the problem.
5. If the pump has failed then disconnect,lock out and tag the breaker and
remove the pump for repair or replacement as needed. A spare pump for
the Industrial Park Pump Station is located at the Henderson Water
Reclamation Facility.
6. Notify the Maintenance Supervisor and/or Plant Director as soon as possible so
purchase of replacement parts or a new pump can be scheduled.
AT ANY TIME IF YOU NEED ADDITIONAL HELP OR THERE IS A DANGER OF
A BYPASS THEN CONTACT THE PLANT DIRECTOR AT 252-432-4547, THE CHIEF
OPERATOR AT 252-425-3681, THE SENIOR INSTRUMENTATION TECHNICIAN AT
252-252-432-0325 AND/OR THE MAINTENANCE SUPERVISOR AT 252-432-4584.

•
•
•
I".01(""�t-i L 1y�j
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CITY OF HENDERSON
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CONTINGENCY PLAN FOR PUMP FAILURE
JULIA AVENUE PUMP STATION
1826 JULIA AVENUE
1. The plant operator should contact the plant mechanic on call as soon as a pump failure
alarm occurs or someone calls the plant to report a failure.
2. The mechanic on call should reach the station in no more than 30 minutes.
3. He should first check the breaker and reset it to see if this will correct the situation.
4. If there is an electrical problem then the mechanic should contact the Senior
Instrumentation Technician to come to the pump station and work with him as
needed to solve the problem.
( 5. If the pump has failed then disconnect,lock out and tag the breaker and replace
the rotating assembly. A spare assembly is stored at the Henderson Water Reclamation
Facility.
6.Notify the Maintenance Supervisor and/or Plant Director as soon as possible so
purchase of replacement parts can be scheduled. •
AT ANY TIME IF YOU NEED ADDITIONAL HELP OR THERE IS A DANGER OF
A BYPASS THEN CONTACT THE PLANT DIRECTOR AT 252-432-4547, THE CHIEF
OPERATOR AT 252-425-3681, THE SENIOR INSTRUMENTATION TECHNICIAN AT
252-252-432-0325 AND/OR THE MAINTENANCE SUPERVISOR AT 252-432-4584.

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CITY OF RENDERS ON
CONTINGENCY PLAN FOR PUMP FAILURE
MARTIN'S CREEK PUMP STATION
1416 ROCK milk ROAD
1. The plant operator should contact the plant mechanic on call as soon as a pump failure
alarm occurs or someone calls the plant to report a failure.
2. The mechanic on call should reach the station in no more than 45 minutes.
3. He should first check the breaker and reset it to see if this will correct the situation.
4. If there is an electrical problem then the mechanic should contact the Senior
Instrumentation Technician to come to the pump station and work with him as
needed to solve the problem.
5. If the pump has failed then disconnect,lock out and tag the breaker and replace
the rotating assembly.A spare assembly is stored at the Henderson Water Reclamation
Facility.
6.Notify the Maintenance Supervisor and/or Plant Director as soon as possible so
purchase of replacement parts can be scheduled.
•
AT ANY TIME IF YOU NEED ADDITIONAL HELP OR THERE IS A DANGER OF
A BYPASS THEN CONTACT THE PLANT DIRECTOR AT 252-432-4547, THE CHIEF
OPERATOR AT 252-425-3681, THE SENIOR INSTRUMENTATION TECHNICIAN AT
252-252-432-0325 AND/OR THE MAINTENANCE SUPERVISOR AT 252-432-4584.
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CITYHENDERSON
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CONTINGENCY PLAN FOR PUMP FAILURE
PARTIN STREET PUMP STATION
140 PARTIN STREET
1. The plant operator should contact the plant mechanic on call as soon as a pump failure
alarm occurs or someone calls the plant to report a failure.
2. The mechanic on call should reach the station in no more than 45 minutes.
3. He should first check the breaker and reset it to see if this will correct the situation.
4. If there is an electrical problem then the mechanic should contact the Senior
Instrumentation Technician to come to the pump station and work with him as
needed to solve the problem.
5. If the pump has failed then disconnect,lock out and tag the breaker and
remove the pump for repair or replacement as needed.
6. Notify the Maintenance Supervisor and/or Plant Director as soon as possible so
purchase of replacement parts or a new pump can be scheduled.
AT ANY TIME IF YOU NEED ADDITIONAL HELP OR THERE IS A DANGER OF
A BYPASS THEN CONTACT THE PLANT DIRECTOR AT 252-432-4547, THE CHIEF
OPERATOR AT 252-425-3681, THE SENIOR INSTRUMENTATION TECHNICIAN AT
252-252-432-0325 AND/OR THE MAINTENANCE SUPERVISOR AT 252-432-4584.

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CONTINGENCY PLAN FOR PUMP FAILURE
REDBUD PUMP STATION
51 VANCE ACADEMY ROAD
NOTE: THERE ARE THREE PUMPS INSTALLED IN THIS STATION
AND EACH IS CAPABLE OF PUMPING THE STATION FLOW. THE
REPAIRS OR PUMP REPLACEMENT NEEDED SHOULD BE DELAYED
UNTIL NORMAL WORKING HOURS UNLESS TWO PUMPS FAIL AT
THE SAME TIME. IF THIS HAPPENS THE PUMP REMOVAL AND
REPAIRS SHOULD START IMMEDIATELY.
1. The plant operator should contact the plant mechanic on call as soon as a pump failure
alarm occurs or someone calls the plant to report a failure.
2. The mechanic on call should reach the station in no more than 45 minutes.
3. He should first check the breaker and reset it to see if this will correct the situation.
4. If there is an electrical problem then the mechanic should contact the Senior Instrumentation
Technician to come to the pump station and work with him as needed to solve the problem.
5. If the pump has failed then disconnect,lock out and tag the breaker and
remove the pump for repair. NOTE: YOU Will NEED ASSISTANCE TO REPLACE THE
PUMP. CALL THE MAINTENANCE SUPERVISOR TO PROVIDE ASSISTANCE FOR
YOU(252-432-4584).
6. Notify the Maintenance Supervisor and/or Plant Director as soon as possible so
purchase of replacement parts or a new pump can be scheduled.
AT ANY TIME IF YOU NEED ADDITIONAL HELP OR THERE IS A DANGER OF
A BYPASS THEN CONTACT THE PLANT DIRECTOR AT 252-432-4547, THE CHIEF
OPERATOR AT 252-425-3681, THE SENIOR INSTRUMENTATION TECHNICIAN AT
252-252-432-0325 AND/OR THE MAINTENANCE SUPERVISOR AT 252-432-4584.

•
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CITY OF HENDERSON
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CONTINGENCY PLAN FOR PUMP FAILURE
SANDY CREEK PUMP STATION
482 ROCK ILL ROAD
1. The plant operator should contact the plant mechanic on call as soon as a pump failure
alarm occurs or someone calls the plant to report a failure.
2. The mechanic on call should reach the station in no more than 45 minutes.
3. He should first check the breaker and reset it to see if this will correct the situation.
4. If there is an electrical problem then the mechanic should contact the Senior Instrumentation.
Technician to come to the pump station and work with him as needed to solve the problem.
5. If the pump has failed then disconnect,lock out and tag the breaker and
remove the pump for replacement. There are spare motors, magnetic drives and
pumps located at this station. NOTE: YOU Will NEED ASSISTANCE TO REPLACE THE
PUMP. CALL THE MAINTENANCE SUPERVISOR TO PROVIDE ASSISTANCE FOR
YOU (252-432-4584).
6.Notify the Maintenance Supervisor and/or Plant Director as soon as possible so
purchase of replacement parts or a new pump can be scheduled.
AT ANY TIME IF YOU NEED ADDITIONAL HELP OR THERE IS A DANGER OF
A BYPASS THEN CONTACT THE PLANT DIRECTOR AT 252-432-4547. THE CHIEF
OPERATOR AT 252-425-3681, THE SENIOR INSTRUMENTATION TECHNICIAN AT
252-252-432-0325 AND/OR THE MAINTENANCE SUPERVISOR AT 252-432-4584.

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CITY OF HENDERSON
CONTINGENCY PLAN FOR PUMP FAILURE
SUNNYVIEW PUMP STATION
450 SUNNYVIEW ROAD
1. The plant operator should contact the plant mechanic on call as soon as a pump failure
alarm occurs or someone calls the plant to report a failure.
2. The mechanic on call should reach the station in no more than 45 minutes.
3. He should first check the breaker and reset it to see if this will correct the situation.
4. If there is an electrical problem then the mechanic should contact the Senior
Instrumentation Technician to come to the pump station and work with him as
needed to solve the problem.
5. If the pump has failed then disconnect, lock out and tag the breaker and
remove the pump for repair or replacement as needed.
6.Notify the Maintenance Supervisor and/or Plant Director as soon as possible so
purchase of replacement parts or a new pump can be scheduled.
AT ANY TIME IF YOU NEED ADDITIONAL HELP OR THERE IS A DANGER OF
A BYPASS THEN CONTACT THE PLANT DIRECTOR AT 252-432-4547, THE CHIEF
OPERATOR AT 252-425-3681, THE SENIOR INSTRUMENTATION TECHNICIAN AT
252-252-432-0325 AND/OR THE MAINTENANCE SUPERVISOR AT 252-432-4584.

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CITY OF HENDERSON
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CONTINGENCY PLAN FOR PUMP FAILURE
WORTHAM COURT PUMP STATION
211 WORTHAM COURT
1. The plant operator should contact the plant mechanic on call as soon as a pump failure
alarm occurs or someone calls the plant to report a failure.
2. The mechanic on call should reach the station in no more than 45 minutes.
3. He should first check the breaker and reset it to see if this will correct the situation.
4. If there is an electrical problem then the mechanic should contact the Senior
Instrumentation Technician to come to the pump station and work with him as
needed to solve the problem.
5. If the pump has failed then disconnect,lock out and tag the breaker and replace
the rotating assembly. A spare assembly is stored at the Henderson Water Reclamation
Facility.
6.Notify the Maintenance Supervisor and/or Plant Director as soon as possible so
purchase of replacement parts can be scheduled.
AT ANY TIME IF YOU NEED ADDITIONAL HELP OR THERE IS A DANGER OF
A BYPASS THEN CONTACT THE PLANT DIRECTOR AT 252-432-4547, THE CHIEF
OPERATOR AT 252-425-3681, THE SENIOR INSTRUMENTATION TECHNICIAN AT
252-252-432-0325 AND/OR THE MAINTENANCE SUPERVISOR AT 252-432-4584.
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CONTINGENCY PLAN FOR PUMP FAILURE
ZEB ROBINSON PUMP STATION
68 MARKET STREET
1. The plant operator should contact the plant mechanic on call as soon as a pump failure
alarm occurs or someone calls the plant to report a failure.
2. The mechanic on call should reach the station in no more than 45 minutes.
3. He should first check the breaker and reset it to see if this will correct the situation.
4. If there is an electrical problem then the mechanic should contact the Senior
Instrumentation Technician to come to the pump station and work with him as
needed to solve the problem.
5.If the pump has failed then disconnect,lock out and tag the breaker and replace
the rotating assembly. A spare assembly is stored at the Henderson Water Reclamation
Facility.
6.Notify the Maintenance Supervisor and/or Plant Director as soon as possible so
purchase of replacement parts can be scheduled.
AT ANY TIME IF YOU NEED ADDITIONAL HELP OR THERE IS A DANGER OF
A BYPASS THEN CONTACT THE PLANT DIRECTOR AT 252 432-4547, THE CHIEF
OPERATOR AT 252-425-3681, THE SENIOR INSTRUMENTATION TECHNICIAN AT
252-252-432-0325 AND/OR THE MAINTENANCE SUPERVISOR AT 252-432-4584.