WQCS00143_Renewal Application_20180905

Theresa Colette
Mayor
Jeanne Martin
Town Clerk
Town of Burn8ville
Councilors:
Judy Buchanan
Russell Fox
Bunnie McIntosh
Shannon Peterson
EGE WE�#.
SEP 0 5 2018
BY: —
To Whom It May Concern,
Attached for your consideration is a system wide collections permit
application. Included in this application package is the following:
• Application
• Delegation Letter
• Pump Station List
■ High Priority Lines List
• Annual Budget for Collection System
• Capital Improvement Plan
• Response Action Plan
• Contingency Plan
• Comprehensive Collection System Map
Sincerely,
R nnie Tipton
Town of Burnsville
Public Works Director
P.O. Box 97 • Burnsville, North Carolina 28714 • Phone [phone] • FAX [phone]

Theresa Colette
Mayor
Jeanne Martin
Town Clerk
Town of Burnsville
of: OUR S`
N
SEP052018
BY
- 9
To Whom It May Concern,
Attached for your consideration is a system wide collections permit
application. Included in this application package is the following:
• Application
• Delegation Letter
• Pump Station List
• High Priority Lines List
• Annual Budget for Collection System
• Capital Improvement Plan
• Response Action Plan
• Contingency Plan
• Comprehensive Collection System Map
Sincerely,
R,6nnie Tipton/
Town of Burnsville
Public Works Director
Councilors:
Judy Buchanan
Russell Fox
Bunnie McIntosh
eShannon Peterson
P.O. Box 97 * Burnsville, North Carolina 28714 • Phone [phone] FAX (828) 682-TI57

State of North Carolina
D�W..R
Department of Environmental Quality
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 Svstem-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 suporting documentation.
A. Cover Letter
x 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:
x Submit the completed and appropriately executed System -wide Wastewater Collection System (FORM: CSA 04-
16) application. Any unauthorized content changes to this form shall result in the application package being
returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long
as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Section I.3 is a Privately -Owned Public Utility, provide the Certificate of Public
Convenience and Necessity (CPCN) from the North Carolina Utilities Commission demonstrating the Applicant
is authorized to hold the utility franchise for the area to be served by the wastewater collection system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area
or that franchise approval is expected.
❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina Secretary of State.
D. General Information:
➢ The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page in
accordance with 15A NCAC 02T .0106fb1. 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 ISA 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 I of 5

•M
E. Summary of Attachments Required:
x
Instruction A:
Cover Letter
x
Instruction C:
Application
❑
Instruction C:
Ownership Documentation (i.e. CPCN) (If necessary)
x
Instruction D:
Delegation Letter (If necessary for signing official)
x
Section IV.3
Pump Station List
x
Section IVA
High Priority Lines List
x
Section VA
Annual Budget for Collection System (Updated and Approved)
x
Section V.6
Capital Improvement Plan (Updated and Approved)
x
Section VI.2
Response Action Plan
x
Section VIA
Contingency Plan
x
Section VI.6
Comprehensive Collection System Map
❑
Section VH
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
Ay U.S. Postal Service:
Attn: PERCS Unit Supervisor
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST. Suite 925
RALEIGH NORTH CAROLINA 27604
INSTRUCTIONS FOR APPLICATION CSA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 5

I. APPLICANT INFORMATION:
1. Applicant's name (Municipality, Public Utility, etc): Town of'BUrnsville
2. Facility Information: Name: Town of Burnsville Collection System Permit No.: WQCS00143
3. Applicant type: x Municipal ❑ State ❑ Privately -Owned Public Utility
❑ County ❑ Other:
4. Signature authority's name: Ronnie 'ton. per 15A NCAC 02T .0106(b]
Title: Public Works Director
5. Applicant's mailing address: PO Box 97
City: Burnsville State: NC Zip: 28714-
6. Applicant's contact information:
Phone number: [phone] Fax number: [phone] Email address: [e-mail]
IL CONTACT/CONSULTANT INFORMATION:
1. Contact Name: Ronnie T_ ipton
2. Title/Affiliation: Public Works Director
3. Contact's mailing address: PO Box 97
4. City: Burnsville State: NC Zip: 28714-
5. Contact's information:
Phone number: [phone] Fax number: 828) 682-7757
Email address: rti ton a townofburnsville.or
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑ New x Renewal
2. County System is located in: Yancey County
3. Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system:
Owner(s) & Name(s): Town of Burnsville Town of Burnsville WWTP
4. WWTF Permit Number(s): NCO020290
5. What is the wastewater type? 90 % Domestic oIIr 10 % Industrial (See 15A NCAC 02T.0103(201)
y Is there a Pretreatment Program in effect? x Yes or ❑ No
6. Wastewater flow: .500MGD (Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: _800 MGD
8. Explain how the wastewater flow was determined: x 45A NCAC 02T .01 14 or ❑ Representative Data
9. Population served by the collection system: 2500
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description
Length
Gravity Sewer
22.7 (miles)
Force Main
4.6 (miles)
Vacuum Sewer
0 (miles)
Pressure Sewer
0 (miles)
APPLICATION CSA 04-16 Page 3 of 5

2. Pump Stations for Collection System:
Pump Station Type
Number
Simplex Pump Stations (Serving Single Building)
Simplex Pump Stations (Serving Multiple Buildings)
Duplex Pump Stations
4
3. Submit a list of all major (i.e. not simplex pump station serving a single family home) pump stations. Include the following
information:
➢ Pump Station Name
➢ Physical Location
➢ Alarm Type (i.e. audible, visual, telemetry, SCADA)
➢ Pump Reliability (Can convey peak hourly wastewater flow with largest single pump out of service)
➢ Reliability Source (permanent/portable generator, portable pumps)
➢ Capacity of Station (Pump Station Capacity in GPM)
4. Submit a list of all high priority lines according per 15A NCAC 02T .0402 2 known to exist in the collection system. Head
the list with "Attachment A for Condition V(4)" and include the system name.
➢ Use the same line identification regularly used by the applicant
➢ Indicate type of high priority line (i.e. aerial), material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
Ronnie Teton: Public Works Director
John England: Assistant Public Works Director
Michael Shane Dale: Collections ORC
Chris Wilson: Maintenance Supervisor
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: M
Certification Number:
Back -Up ORC Name: Mathew Robinson I Certification Number: 999207
Seethe "WQCS Contacts and ORC RWort'for a current listing of the ORC(s) the Division has on file for WQCS permit
3. Approximate annual budget for collection system only: $ 190,000.00
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $ 50 000.00
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system ❑ Yes or x No
8. Do any satellite systems discharge to this collection system ❑ Yes or x No (If yes complete table below)
Satellite System Contact Information (Name, Address, Phone Number)
Complete for Satellite Systems that have a flow or capacity greater than 200,000 GPD (Average daily flow)
9. List any agreements or ordinances currently in place to address flows from satellite systems:
APPLICATION CSA 04-16 Page 4 of 5

VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place x Yes or ❑ No
2. If Yes, submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place? x Yes or ❑ No
4. If Yes, submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? x Yes or ❑ No
6. Submit a submit a copy of the collection system map (CD or hardeopy) 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.
Permit Condition
Current
Compliance?
If no, Indicate a
Compliance
Date
Typical
Compliance
Schedule
I(4) — Grease ordinance with legal authority to inspect/enforce
x Yes [:]No
12 —18 mo.
I(5) — Grease inspection and enforcement program
x Yes ❑ No
12 — 18 mo.
1(6) — Three to five year current Capital Improvement Plan.
x Yes ❑ No
12 — 18 mo.
I(8) — Pump station contingency plan
x Yes ❑ No
3 mo.
I(9) — Pump station identification signs.
x Yes ❑ No
3 mo.
I(11) — Functional and conspicuous audible and visual alarms.
x Yes ❑ No
3 — 6 mo.
6 9 mo.
II(5) — Spare pumps for any station where one pump cannot
handle peak flows alone (in a duplex station, the 2❑d pump is
the spare if pump reliability is met).
x Yes ❑ No
II(7) — Accessible right-of-ways and easements.
x Yes ❑ No
6 — 12 mo.
II(9) — Response action plan with Items 9 (a — h).
x Yes ❑ No
3 mo.
III(3) — Comprehensive collection system map
x Yes ❑ No
10% per year 1
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 .0106fb1:
I, attest that this application for Cat '� /l
o Dnl 6u `� rvL
(Signature Aut ority's Name & Title from Item 1.4) (Facility name from Item I.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
IX 7
APPLICATION CSA 04-16 Page 5 of 5

Theresa Coletta
Mayor
Jeanne Martin
Town Clerk
To: State of North Carolina
Town of Burnsville
OF BURNS
CARS
Department of Environmental Quality
Division of Water Resources
RONNIE TIPTON, Town of Burnsville Public Works Director,
Councilors:
Judy Buchanan
Russell fox
bunnie McIntosh
o5hannon Peterson
is authorized to sign the System -wide Wastewater Collections System Permit application.
Theresa oletta, Mayor
Town of Burnsville
P.O. box 97 • Burnsville, North Carolina 28714 0 Phone [phone]

TOWN OF BURNSVILLE
DUPLEX PUMP STATION LIST
ATTACHMENT
1 Omc Pump Station
a. 35 Access Rd Burnsville, NC
b. Alarms: Audible, Visual, SCADA
c. One pump can convey peak hourly wastewater flow
d. Permanent generator, spare pump on site
e. 835gpm for single pump. 12% increase in output with both
pumps pumping together.
2 Altec Pump Station
a. 98 Altec Rd Burnsville, NC
b. Alarms: Audible, Visual, SCADA
c. One pump can convey peak hourly wastewater flow
d. Permanent generator
e. 343gpm pump #1, 343gpm pump #2
3 Bakers Creek Pump Station
a. 16 Dam Rd Burnsville, NC
b. Alarms: Audible, Visual, SCADA
c. One pump can convey peak hourly wastewater flow
d. Permanent generator, spare pump on site
e. 656gpm pump #1, 499gpm pump #2
4 Mayland Pump Station
a. 65 Wheeler Hills Burnsville, NC
b. Alarms: Audible, Visual, SCADA
c. One pump can convey peak hourly wastewater flow
d. Permanent generator
e. 79gpm pump #1, 94gpm pump #2. 14% increase in output
with both pumps pumping together.

TOWN OF BURNSVILLE
ATTACHMENT A FOR CONDITION V (4)
HIGH PRIORITY LINES
1. Force main from OMC pump station located on Access Dr. alongside Hwy
19E in a West direction to South Main St. Material: DI
2. Gravity collection main from South Main St. alongside McIntosh Branch
and Pine Swamp Branch in a West direction to the Wastewater Treatment
Plant. Material: VC
3. Gravity collection main from Town Square alongside Little Crabtree Ck. in
an East direction to OMC pump station located at Access Dr. Material: VC
4. Force main from Mayland Pump Station on Wheeler Hills Rd across Hwy
19E in a South direction to Pine Swamp Br. and the Wastewater Treatment
Plant. Material: DI, Short section of aerial near the WWTP
5. Force main from Altec pump station located at 98 ALTEC Dr. to Hwy 19E
in an East direction to Bakers Ck Rd. Bakers Ck. Rd. in a South direction to
Bakers Ck pump station at 16 Dam Rd. South alongside Dam Rd. to Pine
Swamp Rd. then to the Wastewater Treatment Plant. Material: DI and Plastic

Town of Burnsville
North Carolina
ANNUAL BUDGET
FISCAL YE AR 2018 / 2019
COUNCIL MEMBERS
Theresa Coletta, Mayor
Judy Buchanan
Russell Fox
Bunnie McIntosh
Shannon Peterson
TOWN STAFF
Brian Buchanan, Police Chief
Leslie Crowder, Finance Officer
Niles Howell, Fire Chief
Jeanne Martin, Town Clerk/Tax Collector
Ronnie Tipton, Public Works Director
TOWN ATTORNEY
Heather Hockaday

There8a Coletta
Mayor
Jeanne Martin
Town Clerk
Town of Burn8ville
BUDGET MESSAGE FOR
THE TOWN OF BURNSVILLE
FISCAL YEAR 2018 - 2019
Couflegors:
Judy Buchanan
12u&Sell Fox
bunuie Melntoah
Shannon Peterson
Submitted herewith is the Budget Estimate for the Town of Burnsville for the fiscal year
2018-2019, which commences 1 July 2018. This budget estimate is to be interpreted as an
estimate only, subject to change prior to the adoption of the Budget Ordinance by the Town
Council.
In the upcoming fiscal year we are maintaining the millage rate on property taxes at 52
cents. We are implementing a three percent water/sewer rate increase that is designed to
encourage conservation, as recommended by state guidelines, and establish reserves sufficient to
meet the needs of future capital projects.
The General Fund Budget will include funding for street maintenance which includes
paving, sidewalk improvements, and community promotions, in continued support of the local
economy.
Capital projects in which the Town will be involved during the FY 2018-2019 budget
include the sewer project at David Peterson's Trailer Park, which is funded by a Community
Development Block Grant, improvements to the OMC Pump Station and Water Treatment Plant
with funding assistance from DWI through a State Reserve Project Loan, and a sewer line
rehabilitation project at Indian Trail and Meadow Road. The automatic meter reader program
will continue, as plans include the purchase of enough meter readers to complete routes 2, 3 and
4.
Planning for the future, the Town will be setting aside funds in capital reserve to pool
money for large projects.
In accordance with the provisions of North Carolina General Statute Section 159-12, a
copy of this message and copies of the Budget Estimate will be available with the Town Clerk at
the Burnsville Town Hall until the ordinance is adopted.
Respectfally submitted,
4Lie-'CarLowjder', Finance Officer
P.O. Box 97 * Burnsville, North Carolina 28714 • Phone [phone] • FAX [phone]

I
TOWN OF BURNSVILLE
BUDGET ORDINANCE SCHEDULES
FISCAL YEAR ENDING JUNE 301,2019
Schedule I - Applications
General Fund
Water/Sewer Fund
Governing Body
81,077
Administration
369,152 450,229
Fire (Tax)
189,221
Fire (Town)
121,674 310,895
Community Promotions
57,215
Police
688,871
Street
186,118
Sanitation
111,750
Powell Bill
57,000
Town Center
110,084
Water Department
1,302,652
East Yancey Sewer Dist
60,000
Debt Service
39,260
Sewer Department
828,983
TOTAL EXPENDITURES
$1,972,162
$2,230,895
TOTAL BUDGET EXPENDITURES $4,203,057
Schedule II - Estimated Revenues
General Fund 1,725,941
Fire Tax Revenue 189,221
Powell Bill 51,715
Fund Balance -(Powell) 5,285
Water Fund 207,439
Water Charges 1,073,161
Sewer Charges 890,295
East Yancey Sewer District 60,000
TOTAL REVENUES $1,972,162 $2,230,895
TOTAL BUDGET REVENUES $4,203,057
Tax Rate $.52 per $100 Valuation

TOWN OF BURNSVILLE
BUDGET ORDINANCE
Fiscal Year 2018-2019
Be it ordained by the governing board of The Town of Burnsville, North Carolina:
SECTION 1. The following amounts are hereby appropriated in the General Fund for the operation of
the town government and its activities for the fiscal year beginning July 1, 2018 and
ending June 30, 2019, in accordance with the chart of accounts heretofore established
for the town:
GENERAL FUND
450,229 -
General Government
688,871 -
Public Safety
121,674 -
Fire (Inside)
189,221 -
Fire (Perimeter)
186,118 -
Street/Sanitation
57,000 -
Powell Bill
110,084 -
Town Center
111,750 -
Sanitation
5� 7,215 -
Community Promotion
1,972,162 -
TOTAL
SECTION 2. It is estimated that the following revenues will be available in the General Fund for the
fiscal year beginning July 1, 2018 and ending June 30, 2019:
801,323 -
Current Year Property Taxes
55,000 -
Current Year Motor Vehicle Taxes
55,800 -
Prior Year(s) Property Taxes
5,500 -
Penalties & Interest on Property Taxes
189,221 -
Fire Tax Revenues
51,715 -
Powell Bill Funds
5,285 -
Powell Bill Fund Balance
181,000 -
Franchise Taxes
500,868 -
Sales Tax/ including ABC
24,800 -
Other Revenues
14,050 -
Interest on Investments
25,000 -
State Citations
0 -
Proceeds/Leases
62.600 -
Burnsville Town Center Revenues
1,972,162 - Total

SECTION 3. The following amounts are hereby appropriated in the Water & Sewer Fund for the
operation of the Water & Sewer Utilities for the fiscal year beginning July 1, 2018 and
ending June 30, 2019, in accordance with the chart of accounts heretofore approved for
the Town of Burnsville:
60,000 -
East Yancey Sewer District
1,202,652 -
Water Operations Department
778,983 -
Sewer Operations Department
39,260 -
Debt Service
150,000 -
Capital Improvement Fund
29230,895 -
Total
SECTION 4. It is estimated that the following revenues will be available in the Water & Sewer Fund
for the fiscal year beginning July 1, 2018 and ending June 30, 2019:
1,073,161 -
Water Usage Charges
890,295 -
Sewer Usage Charges
6,730 -
Taps and Connections Fees
2,000 -
Capacity Depletion Impact Fees
192,841 -
Other Revenues
5,868 -
Interest & Investments
60,000 -
East Yancey Sewer District
0 -
Fund Balance
2,230,895 - Total
SECTION 5. There is hereby levied a tax at the rate of fifty-two cents (.52) per one hundred dollars
($100.00) valuation of property as listed for taxes as of January 1, 2018, for the
purpose of raising the revenue listed as "Current Year Property Taxes" in the General
Fund in Section 2 of the ordinance.
Anticipated tax revenue was based on actual collections during FY 2017-2018. It is
difficult to project otherwise due to the status of the economy at the present time.
Automobile tax estimates have been based upon actual collections during FY 2017-
2018.

SECTION 6. The Budget Officer is hereby authorized to transfer appropriations as contained herein
under the following conditions:
a. The Budget Officer may transfer amounts between line item expenditures
within a department without limitations and without a report being required.
These changes should not result in increases in recurring obligations such as
salaries.
b. The Budget Officer may transfer amounts up to $1,000 between departments,
within the same fund. An official report on such transfers is to be presented at
the next regular meeting of the governing board.
C. The Budget Officer may not transfer any amounts between funds except as
approved by the Governing Board in the Budget Ordinance as amended.
d. The Budget Officer may not make any individual capital disbursements in
excess of $10,000, even if those items are included in the current year budget.
A disbursement exceeding this dollar amount must be brought by the
appropriate department head to Council for special approval at the regularly
scheduled board meeting.
SECTION 7. The Budget Officer may make cash advances between funds for periods not to exceed
60 days without reporting to the governing body. Any advances that extend beyond 60
days must be approved by the board. All advances that will be outstanding at the end
of the fiscal year must be approved by the board.
SECTION 8. There is hereby maintained a rate schedule, which is presented on the following two
pages, for the purpose of raising the revenue listed as water charges and sewer charges
in the Water and Sewer Fund, Section 4 of this ordinance.
REFER TO: Rate and Fee Schedule Effective July 1, 2018
SECTION 9. There is hereby maintained a fee schedule, which is presented on the following two
pages, for the purpose of raising the revenue listed in the Water and Sewer Fund,
Section 4 of this Ordinance:
REFER TO: Rate and Fee Schedule Effective July 1, 2018

SECTION 10. The Town of Burnsville has multi -year capital improvement projects ongoing, with
attendant budgets, as follows: Peterson's Trailer Park, OMC Pump
Station/Water Plant improvements, as well as Meadow Lane and Indian Trail
improvements.
Copies of this budget ordinance shall be kept in the office of the Finance Officer to be on file for
direction in the disbursement of funds.
Adopted this IV tb day of June, 2018
I, Jeanne Martin, Town Clerk, hereby certify that the foregoing is a true and accurate copy of
the 2018-2019 Budget Ordinance which will be recorded in the Town of Burnsville minute book for
June 2018.
IN WITNESS WHEREOF, I have hereunto ,- set my hand and have caused the official
corporate seal of said Town to be affixed, this the �,(o�day of June, 2018.
je-'a4
Jeanne Martin, Tovni 'Clerk
Theresa Coletta, Mayor
-4.) ,$/
Bunnie McIntosh, Council Member
Judy Buchanan, Counci ember
Shannon Peterson, Council Member
Russell Fox, Council Member
Approved as to form:
Heather Hockaday
Town Attorney

Town of Burnsville
P.O. Box 97
Burnsville, NC 28714
Effective July 1, 2018
RATE AND FEE SCHEDULE INSIDE TOWN LIMIT
Water and Sewer Rates
Gallons r Minimum water �- '
Price per 1000 gal r" Minimum sewer
0-3000 $21.00 $7.00
�rl .
_
Price per 1000 gal
Water and Sewer
$21.00
4000 = ;
$28.03 _'- $7.03 = $28.03
$7.00
$7.03
$42.00
5000 $35.09 =f. $7.06 35.09=:
$
$7.06
$56.06
$70.18
6000 $7
18 42.`=`:
$ .09 42.18
$7.09
$84.36
7000 $49.29 w= $7.11 $49.29
r
$7.11
$98.58
8000 $56.43 �:: $7.14 ern.
;..r $56.43
?�
$7.14
$112.86
9000 $63.60 _ 1 $7.17 $63.60 -R y
10,000 & up]SRI$70.80
�i
-'
$7.17
$127.20
7.20 F;'
$ _ _ $70.80_`
$7.20
$141.60
Other Fees as Applicable
• Conservation fee begins at 10,000 gallons and is $5 flat fee plus $2 per
a'
1000 gallons in addition to the rate.''.
• Water leak adjustment may be granted once every 12 months.
• Late fee is the greater of 10% of past due balance or $7. Accounts six
_
months or more delinquent may have a one-time penalty deferral.
• Usage of more than 600,000 per month requires a commitment letter.
l
Meter
De osit
• Application fee $35
3/4 inch
$150
• Commitment letter $35
_
1 inch
$250
• Reconnect for cut-off $100
2 inch
$350
• Re -read at customer's request $25`..
• Meter test at customer's request $25
• Meter tampering fee $100
Water and Sewer Tap and User Fees
Une Size: Max Rated GPM WaterTap Fee x Water User Fee
3/4 inch 20 $725
Sewer Tap Fee
`
Sewer User Fee
$325:
1 inch 50 $975 $525,
$725
$975
$325
2 inch 160 $2,550 $1,550
$2,550
$525
$1,550
4 inches 500 = By Contract $4,550
6 inch
By Contract
$4,450
1000 By Contract $6,650
By Contract
$6,650
• Tap fees cover the cost of construction from the town's existing line to the
property line or 200 feet, whichever
occurs first.
• Construction performed by the town will be charged to the customer at cost plus 10%.
• Cost of connections not listed will be determined on a case by case basis.
User fee is assessed on water/sewer customers to cover past and current
costs necessary to serve the property.
The calculation is based on usage.
Fire Line Connection
• Fire line user fee is $10 per gallon of rated flow.
• Fire protection line connection is $1.50 per sq inch of pipe size per month.

Town of Burnsville
P.O. Box 97
Burnsville, NC 28714
Effective July 1, 2018
LAND FEL5G=H=.ED LEQU.151DElOWN LIMITS
Water and Sewer Rates
Gallons Minimum water Price per 10 �0_9-A Minimum sewer
$42.00 $14.00
Price per IODO gal Water and Sewer
$42.00
4000 $56.06 $14 06 $56.06
$14.00 $84.00
$14.06
5 000 $70.18 $14 $70.18
$112.12
$14.12 $140.36
6000$84.36 A$14.18l I $84.36 29
$14.18 $168.72
7000 140 $98.58 $14.22 $98.58
$14.22 $197.16
8000 1W 2 . 6 $112.86 RA $14.28 . e. . $112.86
$14.28 $225.72
0 Q
9000 $12E7.2O R" $14.34 $127.20
k0_,0001&
$14.34 $254.40
1 0
up $141.60 , $14.40 $14-1.60
$283.20
Other Fees as Applicable
• Conservation fee begins at 10,000 gallons and is $5 flat fee Plus $2
1000 gallons in addition to the rate.
7per7:111117__-
• Water leak adjustment may be granted once every 12 months.
• Late fee is the greater of .10% of past due balance or $7. Accounts six
months or more delinquent may have a one-time penalty deferral.
• Usage of more than 600,000 per month requires a commitment letter.
• Application fee $35
Meter De osit
• Commitment letter $35
3/4 inch $150
• Reconnect for cut-off $100
1 inch $250
• Re -read at customer's request $25
2 inch $350
• Meter test at customer's request $25
I* Meter tampering fee $100
Water and Sewer Tap and User Fees
Line Size Max Rated GPM Water Tap Fee 2
Water User Fee
3/4 inch 20 e
$925
Sewer -
I I WE Sewer User Fee
-1
650
1 inch 50 7.
$1,175 $1,050
1
$925 $650
$1,175 $1,050
2 inch 160 1 aid $2,750 1 1 40 K. S3.100 3*�t-
$2,750 $3,100
4 inch 101 --- Soo By Contract $9,100
By Contract Mm $9,100
6 inch RN 17000 By Contract $13,300
By Contract $1 I'mo
• The customer is responsible for all construction cost from the town's existing line to the point of use.
• Construction performed by the town will be charged to the customer at cost plus 20%.
• Cost of connections not listed will be determined on a case by case basis.
User fee is assessed on water/sewer customers to cover past and current costs necessary to serve the property.
The calulation is based on usage.
Fire Line Connection Charge
*Fire line user fee is $20 per gallon of rated flow.
* Fire protection line connection is $3 per sq inch of pipe size per month.

General Fund Revenues 10 Fund Revenues
17/18
Acct # JA—cct Name lBudqet
10-301-0600 TAX ADVERTISING COST
10-301-2007
_
, Property Tax-2007
10-301-2008
Property Taxes 2008
10-301-2009
PROPERTY TAX 2009
10-301-2010
PROPERTY TAXES 2010
10-301-2011
TAXES REC 2011
10-301-2012
TAXES REC-2012
10-301-2013
PROPERTY TAX 2013
10-301-2014
TAXES REC 2014
10-301-2015
PROPERTY TAX 2015
10-301-2016
PROPERTY TAX 2016
10-301-2017
PROPERTY TAX 2017
10-301-2018
PROPERTY TAX 2018
10-309-0000
PAYMENTS IN LIEU OF TAXES
10-317-0000
TAX PENALTIES & INTEREST
10-328-0000
VEHICLE TAX -YANCEY CO
10-329-0000
INTEREST INCOME
10-329-0200
INTEREST FIRE TAX
10-330-0000
INTEREST INCOME POWELL
10-335-0000
MISC REVENUES
10-335-0200
INS REIMB FRM RETIRES
!10-335-0300
BRD
INS REIMBURS FRO�TAX
10-337-0000
UTILITY FRANCHIS
10-343-0000
POWELL BILL REVENUES
10-344-0000
FIRE TAX REV.-YANCEY COUNTY
10-344-1000
FIRE DEPT GRANT
10-344-1003
FIRE DEPT FUND RAISERS
10-350-0000
POLICE DEPT. REV.
10-350-0100
Cit Citations
10-350-0200
Citations- State
10-350-0300
POLICE- ABC SERVICES
10-350-1100
POLICE SPECIAL OPERATIONS
10-350-7000
COMM PROMO REVENUES
10-350-7100 1
BTC SEC DEP
10-350-7200
BTC FACILITY FEES
10-350-7400
BTC CONCESSION FEES
10-350-7500
BTC MISC
100.00
1,200.00
1,000.00
1,600.00
2,850.00
10,000.00
10,100.00
13,000.00
35,500.00
17,9 33.00
848,974.00
1,000.00
7,000.00
55,000.00
6,500.00
3,212.00
1,020.00
1,000.00
600.00
7,700.00
165,000.00
52,329.00
189,221.00
1,000.00
1,000.00
600.00
15,000.00
750.00
500.00
1,000.00
100.00
65,000.00
400.00
17/18
Actual
74.24
10.28
818,134.20
1,268.75
3,574.10
40,9 88.50
5,192.66
276.25
4,161.00
375.48
4,651.28
91,244.93
7,673.46
350.00
218.61
275.00
B,350.00
1,926 29
38,250.00
369.00
17/18
1,200.00
1,000.00
1,400.00
4,500.00
6,700.00
5,000.00
6,000.00
10,000.00
20,000.00
801,323.00
1,300.00
5,500.00
55,000.00
10,000.00
3,000.00
1,050.00
3,000.00
600.00
8,200.00
181,000.00
51,715.00
189,221.00
100.00
62,000.00
500.00
11 /�
11/ 11
1,400.00
1 /11 11
1
801,323.00
r�-
I
25,000.00
2,000.00
100.00
62,000.00
500.00
���

10-350-7600 I BTC UTILITIES COLLECTED
10-351-0000
COURT COST & ARREST FEES
500.00
279.67
10-355-000
BUILDING PERMITS
7,500.00
4,375.00
10-367-0000
RETURN OF 2% SALES TAX
450,000.00
281,074.98
10-367-0 000
ABC SALES TAX ANN REV
8,000.00
10-368-0000
Solid Waste Disposal Tax
1,250.00
346.58
10-381- 1100
SALE OF MATERIALS
500.00
-
10-399-0100
FUND BALANCE-POWELL
39,671.00
-_
10-398-0000
HELMLE MEMORIAL
1,000.00
1,000.00
11 11
II 11
1/ 11
. 11 II
492,868.00
•• 1 1 1
• 1 1 1
�_�_�
' • 11
• • 11
���

%.7wt:rrnn 000
FY:17-18
(YTD)
Acct #
10-410-0103
Acct title
PLANNING BOARD BONUS
SALARY - MAYOR
SALARIES - 4 COUNCILORS
SALARY -TOWN CLERK
BONUS
HEALTH INSURANCE MATCH
FICA MATCH
RET MATCH
401K EMPLOYER MATCH
17/18
Budget
1,000.00
4,771.00
13,040.00
22,119.00
1,800.00
2O,100.00
3,192.00
1,592.00
442.00
17/18
Actual
-
3,425.68
8,953.58
15,322.89
600.00
11,710.35
2,296.08
1,147.52
18/19
Requested
1,400.00
5,067.00
13,348.00
24,990.00
1,892.00
23,960.00
3,465.00
1,955.00
500.00
10-410-0201
10-410-0202
10-410-0203
10-41040221
10-410-0400
10-410-0500
10-410-0700
770.76
68,056.00
44,226.86
76,577.00
....00
8•
23,960.00
1,955.00
500.00
���

1+Zu ve i
17/18
17/18
18/19
Acct #'s
Acct names
lBudget
Actual
Requested
TOWN ADMIN
11,043.00
10-420-0202
FINANCE OFFICER
20,218.00
15,064.24
23,926.00
10-420-0203
SALARY- TAX COLL/UTILITY CL
9,750.00
6,863.91
10,675.00
10-420-0204
CODE ENFORCEMENT OFFICE
10,436.00
7,815.78
9,693.00
10-420-0219
BONUS
1,500.00
2,116.57
2,000.00
10-420-0300
CLEAN I NG/MTNC/S U PPLI ES
4,500.00
4,391.21
5,500.00
10-420-0400
HEALTH INSURANCE EXPENSE
18,500.00
11,578.68
16,848.00
10-420-0401
ABC INSURANCE EXP
7,700.00
-
2,609.98
8,200.00
4,386.00
10-420- 5500
FICA MATCH
3,095.00
10-420-0700
RET MATCH
3,060.00
2,227.54
4,404.00
401 K EMPLOYER MATCH
808.00
561.76
4,817.13
886.00
8,333.00
10420-0900
RETIREE HEALTHCARE
6,000.00
10-420-1100
TELEPHONE
11,000.00
6,417.87
9,500.00
10-420-1200
BUILDING MAINTENANCE
12,000.00
5,228.47
12,000.00
10-420-1300
ELECTRIC -TOWN HALL
8,900.00
6,129.18
9,200.00
10-420-1400
LEGAL & AUDITING FEES
44,500.00
28,262.50
42,000.00
10-420-15 00
PROFESSIONAL SERVICES
7,000.00
7,617.00
3,100.00
10-420-1600
OFFICE MACHINES LEASE
2,500.00
1,486.02
2,500.00
10-426-1700
TRAINING AND TRAVEL
5,000.00
2,018.41
9,600.00
10-420-2600
ADVERTISING
2,500.00
2,336.06
2,832.00
10-420-3300
OFFICE SUPPLIES
4,000.00
1,987.66
4,000.00
10-420-3301
POSTAGE
2,000.00
1,194.13
1,500.00
10-420-3302
OFFICE EXPENSE misc
2,500.00
1,757.11
2,500.00
10-420-4000
SALES TAX -PAID OUT OF STATE
750.00
151.15
300.00
10-420-5300
DUES/SUBSCRP/PENALTIES
3,000.00
1,507.00
2,000.00
10-420-5600
TECH MAINT/ SOFTWARE
7,500.00
5,776.67
7,500.00
10-420-5601
TECH UPGRADES
4,000.00
588.00
2,000.00
10-420-5701
EMPLOYEE MISC. AFFAIRS
3,500.00
1,835.19
3,500.00
10-420-5800
TAX REFUNDS
500.00
-
200.00
10-420-6500
WORKERS COMP / PROP LIABIL
14,500.00
9,866.99
13,500.00
10-420-7401
GENERAL FUND RESERVE A/C
133,732.00
36,000.00
3,000.00
24,000.00
3,989.00
96,000.00
10-420-7500
CONT.TO DEBT SERVICE
10-420-7503 INTEREST
PMTS
10,925.00
7,817.45
9,537.00
OPEB-CONTR
25,000.00
HELMLE MEMORIAL
10-420-7516
_
11000.00
1 868.68
1,000.00
402,874.00 1_178,892.34
1
3-69.152.00
18/19 , R/Fi/gn1R
JARproved
Notes
11,043.00
23,926.00
10,675.00
9,693.00
2,000.00
5,500.00
16,848.00
8,200.00
4,386.00
4, 004.00
886.00
8,333.00
9,500.00
12000.00
9200.00
42000.00
3100.00
2500.00
9600.00
2832.00
4000.00
1500.00
2500.00
300.00
2000.00
7500.00
2000.00
3500.00
200.00
13500.00
8489.00
96000.00
9537.00
25000.00
1000.00
373,652.00

Town Center
430 De t
Acct Name
LABOR - FULL & PT
401 k MATCH
BONUS
CLEAN ING-LABOR-CONT-SERVICE
HEALTH INSURANCE
FICA MATCH
RETIREMENT MATCH
COMMUNICATION
UTILITIES
CLEANING/MTNC/SUPPLIES
SUPPLIES/MATERIALS
PRINTING/BINDING/ADVERTISING
CONCESSION EXPENSE
Tech UPGRADES/MTNC
DUES/SUBSCRIPTIONS
BLDG MAINT/UPGRADES
18/19
Bud et
62,423.00
780.00
500.00
6,750.00
7,680.00
4,775.00
2,927.00
1,200.00
14,000.00
1,200.00
250.00
500.00
350.00
2,000.00
1,250.00
2,500.00
.. 109,085.00 1
17/18
Actual
39,714.79
-
516.57
5,105.48
5,233.99
3,429.13
2,480.07
958.93
10,601.24
613.05
34.00
90.00
-
-
986.74
-
69,695.99 1
18/19
Requested
62,878.00
798.00
676.00
6,750.00
7,850.00
4,862. 0
3,120.00
1,200.00
14,000.00
1,000.00
300.00
400.00
350.00
2,000.00
1,400.00
2,500.00
110,084.00 1
18/19
Approved
62,878.00
798.00
676.00
6,750.00
7,850.00
-4,862.00
3,120.00
1,20-0. 00
14,000.00
1,000.00
300.00
400.00
350.00
2,000.00
6/6/2018
Notes
Acct #
10-430-0100
10-430-0104
10-430-0200
10-430-0400
10-430-0500
10-430-0700
10-430-1000
10-430-1100
10-430-1200
10430-3300
10-430-3301
10-430-3303
10-430-5000
10-430-5300
10-430-5400
1,400.00
2,500.00
110 084.00

Acct #
10-450-1000
10-450-1100
10-450-1200
10-450-1300
10-450-1400
10-450-1500
Acct name
PARKWAY PLAYHOUSE
LIBRARY
EDC
TRAC
HIGH COUNTRY COG
HISTORY ASSOC
18/19
Budget
2,000.00
3,000.00
20,000.00
1,000.00
500.00
3,000.00
17/18
Actual
2,000.00
3,000.00
20,000.00
1,000.00
-
3,000.00
18/19
lReques
2,00
3,00
20,00
6,00
50
3,50
10450-1700
TVA CONT
300.00
300.00
30
10-450-1800
CRAFTS FAIR EXP
5,150.00
7,466.12
7,50
10-450-1900
COMMUNITY PROMOTIONS
3,500.00
1,992.74
3,50
10-450-2000
MAIN ST. CONT
-
-
2,00
10-450-2100
SCHOOL OF GOV
400.00
209.00
21
10450-2300
PARKING LOT RENTAL
9,600.00
6,400.00
4,80
10-450-2400
PUBLIC ART
2,500.00
-
2,50
10-450-2500
TRADITIONAL VOICES GROUP
500.00
500.00
2,00
10-450-2600
CHAMBER BATHROOOMS
900.00
003.99
90
10-450-2700
CHRISTMAS DECORATIONS
6,000.00
98.17
1,56
10-450-2800
Explore Burnsv.com Maint/upgrades
1,500.00
925.00
1,50
60,450.00 1 47,495.02 J 61.71
1 11 111 11 ��
1 1 1
1111-�-
1
1
1 11
1 11ma
� 11
• 1 / 11
��r�
--
�

Acct #
10-510-020C
10-510-0201
10-510-0202
10-510-0203
10-510-0204
10-510-0205
10-510-0206
10-510-0400
10-510-05 00
10-510-0700
10-510-0702
10-510-0703
10-510-0800
10-510-1100
10-510-1101
10-510-1700
10-510-1701
10-510-3100
10-510-3200
10-510-3300
10-510-3400
10-510-3401
10-510-3402
10-510-3403
10-510-3600
10-510-5700
10-510-5800
10-510-5900
10-510-7401
10-510-7406
10
17/18
17/18
9
18/19
Acct Name
Budgeted
Actual
�Rte uested
SALARY -CHIEF
47,146.00
32,595.68
48,215.00
48,215.00
SALARY -RESERVE
23,027.00
11,110.58
23,027.00
23,027.00
SALARY -REGULAR POLICE
180,330.00
122,205.14
178,000.00 178,000.00
SALARY- DETECTIVE
41,918.00
29,659.28
41,918.00
41,918.00
SALARY -SERGEANT
92,416.00
60,524.64 1
92,000.00 [
92,000.00
SPECIAL TRAINING
2,000.00
-
2,000.00
2,000.00
BONUS
4,900.00
5,032.56
5,500.00
5,500.00
HEALTH INSURANCE MATCH
77,720.00
63,788.01
87,624.00
87,624.00
FICA MATCH
29,440.00
20,500.06
29,500.00
29,500.00
RETIREMENT MATCH
28,945.00
20,021.79
30,612.00
30,612.00
AFLAC
1,000.00
523.14
1,000.00
1,000.00
WORKERS COMP/LIABILITY
12,500.00
10,415.00
12,500. 0
-12,500.00
5% -401 K EMPLOYER MATCH
18,951.00
-
18,010.00
18,010.00
TELEPHONE
4,300.00
1,925.77
4,300.00
4,300.00
ELECTRIC - POLICE DEPT
1,900.00
1,076.98
1,900.00
1,900.00
AUTO MAINT & REPAIR
7,500.00
3,936.79
7,500.00
7,500.00
VEHICLE FUEL
17,500.00
11,518.66
17,500.00
17,500.00
AUTO SUPPLIES
1,700.00
1,007.93
1,700.00
1,700.00
OFFICE SUPPLIES
1,500.00
694.95
1,500.00
1,500.00
SUPPLIES & MATERIALS
4,600.00
347.36
4,600.00
4,600.00
SPECIAL EQUIP/EXP
2,500.00
-
2,500.00
2,500.00
SCHOOL BOARD CITATIONS
15,000.00
-
25,000.00
25,000.00
GRANT EXPENSE
TECH MAINT
2,000.00
162.00
2,000.00
2,000.00
UNIFORMS
3,500.00
1,588.58
3'500.00
3,500.00
COMMUNICATIONS
6,200.00
4,565.24
2,000.00
~ 2,000.00
SOFTWARE AGREEMENT
4,080.00
3,576.00
4,080.00
4,080.00
REGIONAL TRAINING
4,000.00
3,680.83
4,000.00
4,000.00
CAP OUTLAY
34.500.00
35,385.40
35,385.00
35,385.00
SPECIAL OPERATIONS
1,500.00
-
1,500.00
1.500.00
6/6/2018

Fire Dept -Town Side 53 -Dept
I
17/18
17/18
�18/1�
Acct #
Acct Name
Budget
Actual
Requi
10-530-1100
TELEPHONE & POSTAGE
4,000.00
866.49
2,
10-530-1101
ELECTRIC
700
0
10-530-1200
HEATING FUEL
3,000.00
1383.64
2,
10-530-1500
BLDG MNTC/REPAIR
2,000.00
1053.13
2,
10-530-1700
AUTO MNTC REPAIR
5,500.00
6,327.64
6,
10-530-1701
VEHICLE FUEL
5,000.00
2,798.16
6,
10-530-3300
SUPPLIES/MATERIALS
2,500.00
1932.99
10-530-6500
PROFESSIONAL SERVICES
10,000.00
3,318.75
10,
10-530-7402
CONT. CAP OUTLAY
88,974.00
0
92,
121,674.001 17,680.80' 121,
r

Fire Tax 531
Acct #
_10-531-0200
10-531-0300
10-531-0400
Dept
Acct Name
PART TIME LABOR
LABOR
17/18
Budget
37,000.00
8,557.00
6,800.00
17/18
Actual
19,668.32
4,743.61
6,183.20
18/19
Reque;
9,4
36,0
6,8
TRAINING STIPEND
10-531-0401
HEALTH CARE MATCH
6,000.00
-
6,0
10-531-0500
FICA
5, 000.00
1,867.53
3,5,
10-531-0501
RETIRTEMENT MATCH
VOLUNTEER EXPENSES
6,829.00
5,500.00
-
93.49
2,21
5,51
10-531-1300
10-531-1400
WORKERS COMP/LIAR
12,500.00
9,866.99
12,51
10-531-1500
BLDG MTNC/REPAIR
-
_
10-531-1600
EQUIPMENT MTNC/REPA
4,500.00
1,486.29
4,51
10-531-3300
SUPPLIES/MATERIALS
2,453.00
2,441.63
3,01
10-531-5300
DUES AND SUBSCRIPTIO
3,000.00
120.00
3,01
10-531-5400
FATERNAL INSURANCE
3,120.00
3,122.50
3,21
10-531-5600
AIR PACK /PUMP TESTIN
4,500.00
006.37
4,51
BUILDING CAPITAL
28,01
10-531-7400
CAPITAL OUTLAY
49,662.00
11,767.71
32,7.
10-531-7402
VOL P.P.E. REPLACE & SE
24,000.00
-
18,4,
10-531-7505
GRANT MATCH
5,800.00
-
5,8(
10-531-8003
DUES/MEM RETIREMEN
4,000.00
1,925.00
4,0(
189,221.00 1 63,892.64 1 189.2:
36,095.00
6,000.0
Emof
of
mm
off I�
4,500.00
28,000.00
00
•18,429.00��

Street 560 DeAt
17/18
#
Acct Name
Bud et
[/Acct
0-560-0203
SALARIES - LABOR
70,837.00
0-560-0204
PART-TIME LABOR
2,750.00
10-560- 4400
HEALTH INSURANCE MATCH
17,767.00
10-560-0500
FICA MATCH
5,629.00
401k
10-560- 77 00
RETIREMENT MATCH
5,362.00
10-560-0800
CHRISTMAS BONUS/LONGEVIT
450.00
10-560-0900
UNIFORMS
2,700.00
10-560-1110
ELECTRIC MIANT BLDG
7,000.00
10-560-1130
ELECTRIC -STREET LIGHTS
21,000.00
10-560-1240
CONTRACTED SERVICES
500.00
10-560-1300
BLDG & GROUND MTNC., CLEA
2,000.00
10-560-1301
SQUARE MAINT
2,500.00
10-560-1302
STREET MAINT
11,500.00
10-560-1303
SIGNAGE, SUPPLIES
6,500.00
10-560-1305
ELECTRIC-RESTROOMS
1,000.00
10-560-1310
EQUIP MAINT &REPAIR
2,500.00
10-560-1320
jAUTO MAINT REPAIR & SUPPLI
3,000.00
10-560-1330
EL, AUTO EQUIP, HT G
7,000.00
10-560-1400
WORKERS COMP/LIABILTY
15,000.00
10-560-1500
TOOLS AND RENTAL EQUIP
SHA—&�FIC S_A 'ETY '�(w
4,500.00
10 5 -
17
49876.5E
0.0(
10284.9f
4,038.90
3,817.58
934.01
2,518.04
4,624.41
13,432.64
1,300.39
15,709.54
180.06
525.87
365.21
1,048.45
4,584.43
9,866.99
768.90
f, I$V22
5,5356
00
~�=
of
1415.00
5535.00
00
mo
�� ��2600.01���

Powell Bill 570 Dept
Acct #
Acct Name
10-570-1400
SNOW REMOVAL
10-570-1600
STREET MAINT & CONST
10-570-570070
MISCIT-EXPENSE __
10-5-7300
_ _
CAPAL RESERVE FUND
10-570-7400
PAVING CAPITAL OUTLAY
17/18
Budd
10,000.00
1,500.00
500.00
17/18
Actual
`5,636.40
700.21
77,110.00
18/19
Requested
10,000.00
1,500.00
500.00
45,000.00
57.000 �0
/1 11
111 /1

WMIM -M
I I of

waterisewer -Fund 30 Revenues
Acct #
30-329-0000
30-370-0001
30-371-0100
Acct Name
INTEREST INCOME
APPLICATION FEE
17/18
Bud et
6
2
WATER CHRGS-SALE OF WATER
1,042
30-371-0200
SEWER CHARGES
858
30-373-01 00
WATER CONNECTION FEES
10
30-373-0200
SEWER CONNECTION FEES
1
30-373-0300
LATE FEES
33
30-374-0000
USER FEES (CDI'S)
5
30-374-0002
FIRE PROTECT LINE
g
30-374-0100
CONSERVATION FEE
116,
30-375-0000
RECONNECTION FEES
13,
30-390-000
CONT FROM EYSD- CONTCT
RA
60,
30-381-0000
SALE OF LABOR & MATERIALS
1,
30-397-0000
MISC REVENUES
5
30-397-9200
CONTRIBUTIONS FROM CAP RES
28,
30-397-9300
CARRIED OVER FOR CAP PROD
70
Inside City Limit Rate: 40.80
Average 3,000 Bill Water& Sewer- New bill amt would be:i
The 3% increase makes an im act of 58904.00 for the W.
.900.00
,500.00
,712.00
,000.00
,600.00
,000.00
t17/18
Actual
1,849.13
1,225.00
18119 6/ 2/6 018
18/19
Requested
5,868.00
2,000.00
Approved
Notes
5,868.00
2,000.00
862.00
100.00
500.00
000.00
000.00
000.00
000.00
000.00
424.00
174.00
729,385.02
598,861.10
2,775.00
925.00
23,455.83
-
6,104.16
88,066.76
7,250.00
17,807.85
3,518.25
2,281.14
-
11483,504.24
1,073,161.00
990,295.00
5,730.00
1,073,161.00
890,295.00
5,730.00
1,000.00
36,055.00
2,000.00
1,000.00
36.055.00
2,000.00
9,150.00
9,150.00
126, 00.00
126,500.00
12,060.00
60,000.00
4,243.00
2,833.00
_
2,230,895.05
12,060.00
60,000.00
4,243.00
2,833.00
_
2,230,895.00
2.02 Wit�the % increase
!er/Sewer re

Water 810 Dent
Acct #
30-810-0101
Acct Name
TOWN CLERK _
TOWN ADMIN.
17/18
Bud et
22,118.00
17/18
Actual
15,265.13
30-810-0200
SALARY -PUBLIC WORKS DIR
SALARY-WATERTRTMT PLANT
24,431.00
106,617.00
16,903.48
87,434.09
30-810-0201
30-810-0202
SALARY -WATER CREWMEN
122,333.00
87,173.59
30-810-0203
SALARY -UTILITY CLERKS
61,282.00
43,434.06
30-810-0204
Overtime
19,000.00
9,542.76
30-810-0205
BONUS
6,250.00
6,965.70
30-810-0206
UTILITIES MANGR/OPER MANGR
34,380.00
23,002.58
30-810-0300
PROFESSIONAL SERVICES
21,500.00
-
30-810-0400
HEALTH CARE MATCH & Related ex
99,000.00
79,730.43
30-810-0500
FICA MATCH
29,414.00
22,551.97
30-810-
RET MATCH
29,106.00
21,309.05
401 K EMPLOYER MATCH
5,635.00
3,744.32
30-810-0802
RETIREE HEALTHCARE
12,131.00
8,987.56
30-810-0803
UNIFORMS
2,500.00
1,829.94
30-810-1100
TELEPHONE WTR TRMT PLNT
4,300.00
4,908.14
30-81 0 --1101
TELEPHONE-MAINT SHED
750.00
636.71
30-810-1102
TELEPHONE -CELL & GENERAL
1,600.00
2,279.02
30-810-1110
UTILITIES- WATER TRMT PLANT
23,000.00
16,004.31
30-810-1120
ELECTRIC -PUMP STA.PA. RD.
62,000.00
48,018.26
30-810-1200
POSTAGE/OFFICE SUPPLIES
7,500.00
5,482.98
30-810-1210
MACHINE LABOR
2,100.00
1,485.99
30-810-1220
TRAINING &TRAVEL
3,000.00
1,862.03
30-810-1230
DUES & SUBSCRIPTIONS
5,500.00
3,173.48
30-810-1240
CONTRACTED SERVICES-SCADA
10,500.00
6,630.03
30-810-1250
MAINT AGREEMENT -SOFTWARE
10,750.00
5,090.82
30-810-1260
OUT OF STATE SALES TAX
2,000.00
642.72
30-810-1300
BUILDING & GROUNDS MAINT
10,000.00
5,423.71
30-810-1310
EQUIPMENT MAINT & REPAIR
22,500.00
17,321.68
30-810-1320
AUTO MAINT& REPAIR
4,000.00
1,152.14
30-810-1330
FUEL,EQUIP,HTG
10,200.00
5,951.46
30-810-1400
WATER TREATMENT SUPPLIES
62,000.00
47,862.94
30-810-1410
INFASTRUCTURE SUPPLIE
30-810-1420
GRAVEL,ASPHALT REPAIR
4,000.00
1,689.37
30-810-1430
WATER ANALYSIS, TESTING SUPP
16,500.00
12,905.40
18/19
e uested
24,990.00
10,400.00
24,990.00
124,117.00
18/19 6/6/2018
Approved Notes
24,990.00
10,400.00
24,990.00
124,117.00
130, 000.00
130, 000.00
62,681.00
62,681.00
19,000.00
7,700.00
19,000.00
7,700.00
34,380.00
34,380.00
21,500.00
21,500.00
123,230.00
123,230.00
30,900.00
30,900.00
30,168.00
30,168. 00
7,715.00
12,131.00
7,715.00
12,131.00
2,800.00
2,800.00
5,000.00
5,000.00
900.00
900.00
4,000.00
4,000.00
23,000.00
23,000.00
67,000.00
67,000.00
7,500.00
7,500.00
2,100.00
2,100.00
3,000.00
3,000.00
5,500.00
5,500.00
10,500.00
10,500.00
10,750.00
10,750.00
2,000.00
2,000.00
10,000.00
10,000.00
22,500.00
22,500.00.
4,000.00
4,000.00
10,200.00
10,200.00
62,000.00
62,000.00
50,000.00
50,000.00
4,000.00
4,000.00
17,500.00
17,500.00

30-810-1500 TOOLS & RENTAL EQUIP
30-810-1510 OSHA & TRAFFIC SAFETY
30-810-1520 GENERAL SUPPLIE & MATERIALS
30-810-5701 EMPLOYEE MISC AFFAIRS
30-810-6000 WORKERS COMP/LIABILITY
30-810-7200 CONTRIB TO CAP RESERVE
30-810-7400 CAPITAL OUTLAY
30-810-8000 PRINCIPAL -DEBT SERVICE
30-810-8010 INTEREST -DEBT SERVICE
OPEB contribution
30-810-8200 GIS
10,000.00 .
1,724.45
1 C
3,000.00
1,396.14
5,000.00
2,833.64
c
3,500.00
2,317.57
13,000.00
10,362.10
1
-
-
5C
107,959.00
97,360.50
20C
135,0 00.00
-
5,157.00
2,578.50
25
5,000.00
1,503.41
5
1,145,513.00
736,472.16 11.302
��� ��
I too I�
���

Sewer 815 Dent
Acct #
Acct name
17/18 17/1F
Budget Actual
30-815-0200
PUBLIC WORKS DIR SALARY
24,431.00 16,891.73
30-815-0201
SALARY -SEWER PLANT OPER.
71,828.00 60,048.73
30-815-0202
SALARY - LABOR
103,868.00 57,278.84
30-815-0203
OT- Labor
19,000.00 3,571.24
30-815-0204
FINANCE OFFICER
20,218.00 14,494.31
30-815-0300
PROFESSIONAL SERVICES
20,000.00
30-815-0400
HEALTH CARE MATCH
62,630.00 33,273.89
30-815-0500
FICA MATCH
19,799.00 11,916.00
30-815-0600
BONUS
2,575.00 1,316.28
30-815-0700
RE MATCH
19,591.00 11,438.24
30-815-0800
401K EMPLOYER MATCH
5,176.00 942.06
30-815-0801
RETIREE HEALTH COVERAGE
22,000.00 6,681.20
30-815-0802
UNIFORMS
2,500.00 1,817.20
30-815-1100
TELEPHONE
6,000.00 6,015.35
30-815-1120
ELECTRIC -SW. TRT. PLT.
82,000.00 45,810.62
30-815-1130
ELECTRIC - SW. PMP. STA.
19,500.00 13,478.62
30-815-1150
Altec Pump Station
Baker's Crk Pump
POSTAGE & SUPPLIES
2,000.00 1,228.67
2,000.00 332.32
5,300.00 2,999.64
30-815-1160
30-815-1200
30-815-1210
MACHINE LABOR
325.00 156.71
30-815-1220
TRAINING & TRAVEL
30-815-1230
DUES & SUBSCRIPTIONS
7,300.00 4,863.50
2,5 00.00 834.62
30-815-1240
CONTRACTED SERVICES
30-815-1241
CONT. SERVICES SW.PLT. OPER.
71,060 00 40,532.43
30-815-1250
MAINTAGREEMENT _SOFTWARE
5,500.00 1,505.84
30-815-1300
BLDG/GROUNDS MTNC
4,000.00 2,131.52
30-815-1310
EQUIP MAINT & REPAIR
40,000.00 22,574.69
30-815-1320
AUTO MAINT,REPAIR,SUPPLIES
15,000.00 5,892.32
30-815-1330
FUEL -AUTO, EQUIP, HTG
2,800.00 539.61
30-815-1400
WWTP SUPP&MAT
19,000.00 18,826.87
30-815-1401
WWTP & COMPOST SUPPL
20,000.00 7,191.52
30-815-1410
INFASTRUCTURE SUPPLIES & MAT
15,000.00 6,713.81
30-815-1420
GRAVEL, ASPHALT REPAIR & EXP
4,500.00 3,413.18
30-815-1430
WASTE WATER ANALYSIS, TESTING
2,000.00 96.66
30-815-1500
TOOLS, & RENTAL EQUIP
8,000.00 3,577.19
30-815-1510 1
OSHA & TRAFFIC SAFETY
2,500.00 1,554.62
f • /11 11
/ 111 11
• 1/1 I I �-�-
1 111 11 �-�
• 11
/1
11 11
111 11
11
11 /1
/11 11 �-�-
�1 111 11
1/1
�/ 111 11 ---
//

30-815-4400
EY MATCH
85,000.00
-
30-815-6000
WORKERS COMP/LIABILITY
15,000.00
9,990.76 13,000.0(
30-815-7402
CAPITAL OUTLAY (CARRY OVER)
47,310.00
47,308.50 -
30-815-7403
CAPITAL OUTLAY
31,896.00
21,879.76 29,777.0(
30-815-7500
CONTRIB TO CAP RESERVE
30-815-8000
DEBT SERVICE (I&I PMTS)
39,260.00
50,000.0(
5,888.98 39,260.0(
30-815-8010
INTEREST PMTS
11,778.00
- 10,993.0(
30-815-8200
GIS
10,000.00
_
1,503.41 5,000.0(
970,085.00 496,511.44 868.243.0(
13,000.00
29,777.00

r
•f
B. PROPOSED SEWER SYSTEM IMPROVEME.NTS
Improvements to the wastewater system have been recommended herein for purposes of
correcting system deficiencies and upgrading the system sufficiently to handle anticipated
future growth.
Extensive video.inspections of the main sewer interceptors were conducted in early 2015 and
revealed numerous defects including leaks, pipe breaks, root infiltration, corrosion, offset
joints, sagging pipes, and other problems. Many sections of pipe were found to be impassable
and video inspection had to be abandoned in those sections.
Water and Sewer Asset Management and Capital Improvements Plan
McGill Associates, P.A. Page 97
Town of Burnsville
September 2016

Pro; ect S 1— Main Sewer Interceptor (East)_Improvements
This section of the sewer collection system consists of pipes that are over 50 years old and
made mostly of clay pipe material. It is estimated that approximately 5,500 linear feet of
8-inch sewer line can be lined with CIPP liner and approximately 1,000 linear feet must be 1
installed by conventional construction methods. There will be an estimated 30 manholes
for rehabilitation and 10 manhole replacements, along with 105 new sewer service taps,
either during pipe lining or conventional replacement.
Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsville
McGill Associates, P.A. Page 98 September 2016

M
PROJECT S1: MAIN SEWER INTERCEPTOR
7
8
9
10
11
12
13
14
15
16
17
6
1
'T) EMPROVEMENTS
rhTl`i UZT PRICE EXTENSION
LS $19,900 $19,900
5,500
LF
$70
$385,000
6
EA
$1,400
$8,400
1,000
LF
$70
$70,000
70
EA
$700
$49,000
10
EA
$1,400
$14,000
25
EA
$1,000
$25,000
30
EA
$1,400
$42,000
10
EA
$3,600
$36,OOQ
100
SY
$25
$2,500
150
TONS
$35
$5,250
10
CY
$280
$2,800
1,000
LF
$4
$4,000
500
LF
$4
$2,000
100 CY $70
$7,000
500 CY $12
$6,000
1 LS $4,200
$4,200
TOTAL CONSTRUCTION COSTS
$683,OSfl
Construction Contingencies
$136,600
Technical Services
$170,800
Legal and Administrative
$10,000
TOTAL PROJECT COSTS
$I,000,450
Water and Sewer Asset Management and Capital Improvements Plan
McGill Associates, P.A. Page 99
Town of Burnsville
September 2016

11
Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsville
McGill Associates, P.A. Page 100 September 2016

Pro'ect S2 — Main Sewer Interceptor(Wes!) improvements
The main sewer interceptors are the oldest sewer pipes in the Town's system and consist
predominantly of clay pipe, which due to advanced age (often in excess of 50 years) have
resulted in many sources of infiltration and inflow for a sewer system. After video
inspection, it is estimated that approximately 10,000 linear feet of the existing sewer line
can be lined with cured -in -place -pipe (CIPP) to provide more structural stability and seal
off ground water infiltration caused by pipe cracking and spacing of the pipe joints over
time. Use of pipe lining will minimise the disturbance of existing businesses and residents
along the route and should save some of the expense of deep excavation in highly
developed areas.
It is estimated that approximately 1,400 linear feet of sewer line require direct replacement
because of pipe collapse, grade problems or other unforeseen issues. These sections will
have to be replaced by conventional construction techniques including trenching and
backfill, bore and encasement and pavement repair where necessary.
Approximately half of the manholes should be able to be rehabilitated in place and
approximately half are too structurally compromised for rehabilitation and must be
replaced completely. The preliminary cost estimate includes renewing approximately 145
sewer service taps, some from inside the pipe during pipe lining and others by the
installation of a new tap while the pipe is being replaced.
Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsville
McGill Associates, P.A. Page 101 September 2016

m
PROJECT S2: MAIN SEWER INTERCEPTOR (WEST) EWROVEMENTS
ITEM NP. DESCRIPTION
QUANTITY
UNTT
UNIT PRICE
EXTENSION
1
Mobilization
1
LS
$34,800
$34,800
10-inch Cured -in -place Pipe
2
i lining, including bypass
pumping, cleaning, pre and
10,000
LF
$75
$750,000
post video inspections
3
Point Repairs to' 10-inch
sewer line
12
EA
$1,400
$16,800
4
New 10-inch DIP Sewer
Line
1,400
LF
$80
$112,000
5
Sanitary Sewer Service Taps
100
EA
$700
$70,000
(Pipe Liner Sections)
6
Point Repair Sewer Service
Taps (Pipe Liner Sections)
20
EA
$1,400
$28,000
7
Sanitary Sewer Service Taps
(Replacement Sections)
25
20
EA
LS
$1,000
$1,400
$25,000
$28,000
8 Manhole Rehabilitation
9
Manhole Replacement
20
LF
$3,600
$72,000
200
` SY
$25
$5,000
10 2" Type SF 9.SA
Bituminous Surface Course
11
CABC (shoulders and
parking lots)
250
25
TONS
CY
$35
$280
$8 750
$7,000
12 Misc. Concrete
13
Washed Stone Embedment
2,000
LF
$4
$8,000
per Detail (DIP)
Washed Stone Undercut per
14
6" depth as directed by
1,000
LF
$4
$4,000
Engineer
15
Rock Excavation
100
CY
$70
$7,000
16
Select Backfill
750
CY
$12
$9,000
17
Erosion Control
1
LS
$9,000
$9,000
TOTAL CONSTRUCTION COSTS
$1,194,350
Construction Contingencies
$238,900
Technical Services
$298.'600
Legal and Administrative
$10,000
TOTAL PROJECT COSTS
' $1,741,850
Water and Sewer Asset Management and Capital Improvements Plan
McGill Associates, P.A. Page 102
Town of Burnsville
September 2016

Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsville
McGill Associates, P.A. Page 103 September 2016

10
Proiect S3 — Love Fox Road Trailer Park Sewer Improvements
The trailer park on Love Fox Road currently has approximately 50 service taps, with large
numbers of homes connected to 4-inch sewer lines. Current State regulations only permit
a single connection to a 4-inch sewer line. Many of "these lines have also been constructed
of Orangeburg pipe, a material that is no longer approved for public sewer construction.
Much of the sewer system is in unknown locations and has experienced many stoppages
and clogging problems. The proposed project will include installation of new 8-inch sewer
lines and manholes in this area, which will bring sewer collection into compliance with
State minimum requirements for public sewer lines. New sewer taps and service lines will
also be installed to insure proper operation of the sewer system. An estimated 2,000 linear
feet of 8-inch sewer line, 3,900 linear feet of 4-inch service line, 18 manholes and 55
service taps are required for the project.
Water and Sewer Asset Management and Capital Improvements Plan
McGill Associates, P.A. Page 104
Town of Burnsville
September 2016

PROJECT S3: LOVE FOX ROAD TRAILER PARK SEWER IMPROVEMENTS
IT£M N J IIES RIP 'Fro IV QUANTITY UNIT IiYIT,PR_iC`E �� ���pN
1 Mobilization 1 LS ~ $17,000 $17,000
2 8" DIP Sanitary Sewer 2,000 LF $80 $160,000
3 4' Dia. Manholes - Standard 18 EA $3,000 $54,000
4 Connect to Existing $2 000
Manhole 1 EA $2,000
5 Sanitary Sewer Service Taps 55 EA $12500 $82,500
6 4" PVC sewer service line 3,900 LF $20 $78,000
�24" Dia. x 0.250" Wall
7 Thickness Steel Encasement
60 LF $500 $30 000
Pipe, Bored and Jacked
Complete w/ Carrier Pip_ e
8 2" Type SF 9.5A 250 SY
Bituminous Surface Course $20 $5,000
9 CABC (shoulders and 200 TONS $30 $6,000
parking lots)
10 Asphalt rive Repair per 50 LF $24 $1,200
_Detpil
11 Concrete Drive Repair per 20 LF
Detail $60 $1,200
12 Gravel Drive/Road Repair 2,200 LF
der Detail $25 $55,000
13 Misc. Concrete 10 CY $240 $2,400
14 Washed Stone Embedment 1,500 LF
per Detail (DIP) $8 $12,000
Washed Stone Undercut per
15 6" depth as directed by 1,500 LF $8 $12,000
Engineer
16 Rock Excavation 300 CY $120 $36,000
17 Select Backfill 600 CY $15 $9,000
18 Storm Drain Utility 1 LS
Relocations $5,000 $5,000
19 Silt Fence and Erosion
Control 1 LS $15,000 $15,000
TOTAL CONSTRUCTION COSTS
Construction Contingencies
Technical Services
Material Testing During Construction
CDBG Grant Administration
TOTAL PROJECT COSTS
Water and Sewer Asset Management and Capital Improvements Plan
McGill Associates, P.A. Page 105
$583,300
$58,300
$158,400
$9,000
$6,000
$85,000
$900,000
Town of Burnsville
September 2016

VY ULCT ana Newer Asset Management and Capital Improvements Plan McGill Associates, P.A. Page 106 Town of Burnsville
September 2016
Im

Pro}ect. S4 — OMC Pumn Station Replacement
This project is a proposed replacement of the existing wet pit/dry pit pump station at the
former OMC plant with a new submersible pump station. The existing pump station is well
beyond its useful life span and is increasingly difficult to maintain and operate reliably,
The existing pump station is absolutely critical to conveyance of the eastern half of the
Town's collected wastewater and must remain online during construction. Due to this
concern, the new pump station will be constructed adjacent to the current one. New
controls, wiring and a new backup generator capable of running both pumps will also be
included in the project.
As noted previously, the completion of this project is a prerequisite for the W2 Water
Treatment Plant Improvements project.
PROJECT S4: OMC PUMP STATION REPLACEMENT
----
I
DES£ RLPTION
QUANTITY UNff J t tiiT'
EA'I"I;�S'IOIaT
PIUCE
1
Mobilization
1 LS $16,100
$16,100
2
8" DIP Sanitary Sewer
50 LF $70
$3,500
3
4' Dia. Manholes -
Standard
2 EA $2,800
$5,600
4
8" DIP Sewer Force Main
50 LF $50
$2,500
5
Temporary Bypass Piping
and p
1 LS $7,000
$7,000
6
New Submersible Pump
Station on Existing Site
1 LS $350,000
$350,000
Misc. Site Work -
7
including additional
1 LS $28,000
$28,000
grading and fenc*
8
Backup Power Generator
1 LS 84,000
$84,000
9
Electrical Improvements
I LS ��$56,000
$56,000
TOTAL CONSTRUCTION COSTS
$552,700
Construction Contingencies
$110,500
_-.
Technical Services
$138,200
Legal and Administrative
$5,000
TOTAL PROJECT COSTS
$806,400
Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsville
McGill Associates, P.A. Page 107 September 2016

e . V0
Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsville
McGill Associates, P.A. Page 108 September 2016

Pro'ect S5 — Orchard Drive Sewer Line Improvements
Orchard Drive is currently served by 4 and 6-inch sewer lines, with few manholes and is
therefore not in compliance with State standards for public sewer. The
recommended
project consists of approximately 5,000 linear feet of 8-inch sewer line, 25 manholes, 30
new sewer service taps and 600 feet of 4-inch sewer service pipe. This area has
experienced
an increasing frequency of small overflows due to blockages.
•PROJECT S5: ORCHARD DRIVE SEWER LINE IMPROVEMENTS
C LAl-7�:s"+�•T
1 Mobilization 1 LS $16,800
$16,800
2 8" DIP Sanitary Sewer 5,000 LF $70
$350,000
3 4' Dia. Manholes - Standard 25 EA $2,800
$70,000
4 Sanitary Sewer Service Taps 30 EA $1,000
$30,000
5 4" PVC sewer service line 600 LF $15
$9,000
6 2" Type SF 9.5A Bituminous
500 SY
Surface Course $25
$12,500
Pavement Repair (excluding
7
oberla 1,000 LF $42
$42,000
8 CABC (shoulders and
arking lots 100 TONS $35
$3,500
9 Asphalt Drive Repair per 200 LF $28
Detail
$5,600
10 Concrete Drive Repair per 10 LF $70
Detail
$700
11 Gravel Drive Repair per
Detail 60 LF $10
$600
12 Misc. Concrete 10 CY $280
$2,800
13 Washed Stone Embedment
2,500 LF
per Detail (DIP) $4
$10,000
Washed Stone Undercut per
14 6" depth as directed by 500 LF $4
$2,000
Engineer=
15 Rock Excavation 150 CY $70
$10,500
16 Select Backfill 300 CY $12
$3,600
17 Culvert and Drop Inlet 10 EA $200
protection
$2,000
18 Silt Fence installed per detail 1,500 LF $4
$6,000
TOTAL CONSTRUCTION COSTS
$577,600
Construction Contingencies
$115,500
r Technical Services
$144,400
I Legal and Administrative
$15,000
TOTAL PROJECT COSTS
$852,500
! Water and Sewer Asset Management and Capital Improvements Plan Town
of Burnsville
McGill Associates, P.A. Page 109 September 2016

Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsville
McGill Associates, P.A. Page 110 September 2016

Pro'ect S6 — Hickor , Lane and West Glendale Avenue -Sewer -Line Improvements
This is another area currently served with 6-inch and 4-inch server lines and few manholes
for maintenance, so it is not in compliance with State regulations for public sewer. Some
of the older pipes are also clay, increasing the amount of infiltration and inflow into the
sewer system. The proposed project includes the installation of approximately 5,000 linear
feet of 8-inch sewer line with 24 manholes, 50 new sewer service taps and 1,000 feet of
new 4-inch service lines.
Water and Sewer Asset Management and Capital improvements Plan
McGill Associates, P.A. Page 111
Town of Burnsville
September 2016

PROJECT S6: HICKORY LANE AND WEST GLENDALE AVENUE SEWER
LINE IMPROVEMENTS
ITEM
NO.
DESCRIPTION
QIJANT31'Y TJ1VIrr ITNI')c
PitiCE
EXTENSION
1
Mobilization
1
LS
$17,500
$17,500
2
8" DTP Sanitary Sewer
5,000
LF
$70
$350,000
3
4' Dia. Manholes - Standard
24
EA
$2,800
$67,200
4
Sanitary Sewer Service Taps
50
EA
$1,000
$50,000
5
4" PVC sewer service line
1,000
LF
$15
$15,000
20" Dia. x 0.250" Wall
6
Thickness Steel Encasement
50
LF
$360
$18,000
Pipe, Bored and Jacked
Complete w/ Carrier Pipe
7
2" Type SF 9.5A Bituminous
250
SY
$25
$6,250
Surface Course
8
Pavement Repair (excluding
500
LF
$42
$21,000
overlay)
9
CABC (shoulders and
100
TONS
$35
$3,500
parking lots)
10
Asphalt Drive Repair per
250
Lip
$28
$7,000
Detail
11
Concrete Drive Repair per
20
LF
$70
$1,400
Detail
12
Gravel Drive Repair per
100
LF
$10
$1,000
.Detail
13
Misc. Concrete
10
CY
$280
$2,800
14
Washed Stone Embedment
2,000
LF
$4
$8,000
per Detail (DIP)
Washed Stone Undercut per
15
6" depth as directed by
500
LF
$4
$2,000
Engineer
16
Rock Excavation
200
CY
$70
$14,000
17
Select Backfill
500
CY
$12
$6,000
18
Culvert and Drop Inlet
12
EA
$200
$2,400
protection
19
Silt Fence installed per detail
2,000
LF
$4
$8,000
TOTAL CONSTRUCTION COSTS
$601,050
Construction Contingencies
$120,200
Technical Services
$150,300
Legal and Administrative
$15,000
TOTAL PROJECT COSTS
$886,550
Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsville
McGill Associates, P.A. Page 112 September 2016

Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsville
McGill Associates, P.A. Page 113 September 2016

N
Prod ect 57 — RamqeL:5trqet Sewer Line Im rovements
The Ramsey. Street area is in need of replacement and realignment of a section of 8-inch
sewer line. While the original pipe is large enough for public sewer standards, it was
installed without manholes and instead utilized bends and fittings.
This presents
maintenance problems and is not within State standards. Approximately 850 linear feet of
new 8-inch sewer line is estimated to be needed, including 5 new manholes, 5 new sewer
service taps and 100 feet of new 4-inch sewer service pipe.
PROJECT S7: RAMSEY STREET SEWER LINE EWROVEMENTS
I'i'EM +
NO DESCRIPTION QUANTITY UmT ----
I Mobilization 1 LS $32300
$3,300
2 8" DIP SanitarySewer 850 LF $70
$59,500
3 4' Dia. Manholes - Standard 5 EA $2,800
$14,000
4 Sanitary Sewer Service Taps 5 EA $1,000
$5,000
5 4" PVC sewer service line 100 LF $15
$1,500
24" Dia. x 0.250" Wall
+
6 Thickness Steel Encasement
Pipe, Bored and Jacked 40 LF $420
$16,800
Complete w/ Carrier Pipe
7 2" Type SF 9.5A Bituminous
Surface Course 50 SZ' $25
$1,250
8 Pavement Repair (excluding
overlay) 25 LF $42
$1,050
9 Asphalt Drive Repair per
Detail 25 LF $28
$700
10 Washed Stone Embedment
er Detail 750 LF $4
$3,000
Washed Stone Undercut per
11 6" depth as directed by 200 LF $4
$800
Enai�,eer
12 Rock Excavation 25 CY $70
$1,200
13 SeIect Back fill 100 CY $12
$1,0
14 Culvert and Drop Inlet
rotection 3 EA $200
$600
15 Silt Fence installed per detail 700 LF $4
$2,800
TOTAL CONSTRUCTION COSTS
$113,250
Construction Contingencies
$22 700
Technical Services
$34,000
Legal and Administrative
$5,000
TOTAL PROJECT COSTS
$174,950
Water and Sewer Asset Management and Capital Improvements Plan
McGill Associates, P.A. Town of Burnsville
Page 114 September 2016

Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsville
McGill Associates, P.A. Page 115 September 2016

Pry ect S8 — Meadow Road and Indian Trail Sewer Line
rovements
This project intends to improve another area of Town currently served
by 4 and 6-inel
sewer Lines with few manholes. The project will include the installation of approximatel3
6,000 linear feet of new 8-inch sewer line, 30 new manholes, 50 service taps and about
1,000 feet of new 4-inch sewer service line.
PROJECT S8: MEADOW ROAD AND INDIAN TRAIL SEWER LINE
EVIPROVEMENTS
ITEM
laTO. DESCRIPTION QE � ,
_ . _... ;'y iINIT DNTT PRICE
1
EXTENSION ;
Mobilization 1
2 LS $21,600
8" D1P Sanitary Sewer
$21,600
6 000 LF
3 4' Dia. Manholes -Standard $70 '
30
$420,000
EA $2,800
4 Sanitary Sewer Service Taps 50
$84,000EA
5 4" PVC sewer service line $1,000
1,000 LF
$50,000
$15
7 2" Type SF 9.5A Bituminous
$15,000
Surface Course 1,500 SY $25
j $37,500
8 Pavement Repair (excluding
overlay) 1,000 LF $42
$42,000
9 ' CABC (shoulders and
parking lots) 100 TONS $35
$3,500
10 Asphalt Drive Repair per
Detail 500 LF $28
$14,000
11 Concrete Drive Repair per.
Detail 25 LF $70
$1,750
12 Gravel Drive Repair per
Detail 50 LF $10
13
$500
Misc. Concrete 10 CY $280
14 Washed Stone Embedment
$2,800
per Detail (DIP) 4,000 LF $4
$16,000
Washed Stone Undercut per
—
15 6" depth as directed by 500 LF
Engineer $4
$2,000
16 Rock Excavation 200
17 CY $70
$14,000
Select Backfill 500 CY
18 Culvert and Drop Inlet $12
$6,000
Protection 20 EA $200
$4,000
19 Silt Fence installed per detail 2 000 LF - $4
$800
TOTAL CONSTRUCTION COSTS
$742,650
Construction Contingencies
$148,500
Technical Services
$185,700
Legal and Administrative
$15,000
TOTAL PROTECT COSTS
$1,091,850
Water and Sewer Asset Management and Capital Improvements Plan
McGill Associates, P.A. Page 116 Town Sepof
tteo Burnsville
mber 2016

Pro'ect S9 — Pensacola Road Sewer Line Im Sri ovements
While there have been recent improvements in the sewer infrastructure in the vicinit,
the U.S. 19 and Pensacola Road intersection, the rest of the drainage area is served b
sewer system that utilizes 4 and 6-inch sewer lines. There are a number of manholes
these lines, but neither the sewer line size nor the construction of the manholes themse]
is adequate for public sewer standards. The proposed project will include approxima
3,500 linear feet of 8-inch sewer line, 18 new manholes, 12 sewer service taps and 1,,
feet of new 4-inch sewer service pipe.
Water and Sewer Asset Management and Capital Improvements Plan Town of Burn
McGill Associates, P.A. Page 118 September
i
i
�i

PROJECT S9: PENSACOLA ROAD SEWER LINE IMPROVEMENTS
UIPTIOl1rA1�TTJ[2Y
Ci1�1`T I UNl<TPtICE
EXTENSIQN
1
Mobilization
1
LS
$11,100
$11,100
2
8" DIP Sanitary Sewer
3,500
LF
$70
$245,000
3
4' Dia. Manholes - Standard
18
EA
$2,800
$50,400
4
Sanitary Sewer Service Taps
12
EA
$1,000
$12,000
5
4" PVC sewer service line
200
LF
$15
$3,000
7
2" Type SF 9.5A
Bituminous Surface Course
150
SY
$25
$3,750
8
Pavement Repair (excluding
50
LF
$42
$2,100
overlay
9
CABC (shoulders and
100
TONS
$35
$3,500
parldng lots)
Asphalt De Repair per
200
LF
$28
$5,600
10
ail
Concrete Drive Repair per
20
LF
$70
$1,400
11
Detail
12
Gravel Drives Repair per
50
LF
$10
$500
13
Misc. Concrete
10
CY
$280
$2,800
, A ' 'Washed Stone Embedment
per Detail (DIP)
'P1 V, V V V
15
Washed Stone Undercut per
6" depth as directed by
Engineer
1,000
LF $4
$4,000
16
17
Rock Excavation
Select Backfill
Culvert and Drop Inlet
protection
Silt Fence installed per
detailTOTAL
200
500
10
1,000
CY $70 $14,000
CY $12 $6,000
EA $200 $2,000
LF $4 $4,000
18
19
CONSTRUCTION COSTS
$381,150
Construction Contingencies
$76,200
Technical Services
$95,300
Legal and Administrative
$10,000
TOTAL PROJECT COSTS
$562,650
Water and Sewer Asset Management and Capital Improvements Plan
McGill Associates, P.A. Page 119
Town of Burnsville
September 2016

Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsvil
McGill Associates, P.A. Page 120 September 20'

f,
Pro'ect S 10 — Westover Drive and Presnell Road Sewer Line hMLovements
This area is another location served by 4 and 6-inch sewer lines with very few manholes
for maintenance. The proposed improvement project will bring the system to State
standards by installing approximately 3,000 linear feet of 8-inch sewer line, 15 new
manholes, 25 sewer service taps and 500 feet of new 4-inch sewer service lines.
PROJECT S10: WESTOVER DRIVE AND PRESNELL ROAD SEWER LINE
IMPROVEMENTS
_
r —,
TTEI
70.
- .. .
DFSCR&TION
.
Q1-T* 1T
[ - - -. -
U-NTT
i.U� rr PRICE
I
-
EXTENSION
1
Mobilization
1
LS
$10,600
$10,600
2
8" DIP Sanitary Sewer
3,000
LF
$70
$210,000
3
4'.Dia. Manholes - Standard
15
EA
$2,800
$42,000
4
Sanitary Sewer Service Taps
25
EA
$1,000
$25,000
5
4" PVC sewer service line
500
LF
�15
0.7 50n
7
2" Type SF 9.5A Bituminous
350
SY $25
$8,750
Surface Course
8
Pavement Repair (excluding
500
LF i $42
$21,000
overla
9
CABC (shoulders and
50
TONS $35
$1,750
narking lots)
10
Asphalt De ee Repair per
250
LF $28
$7,000
ail
11
Concrete D to Repair per
20
LF $70
$1,400
12
Gravel Drive Repair per
50
LF $10
$500
Detail
13
Misc. Concrete
10
CY $280
$2,800
14
Washed Stone Embedment
1,500.
LF $4
$6,000
per Detail (DIP)
Washed Stone Undercut per
15.
6" depth as directed by
50.0
LF $4
$2,000
Engineer
16
Rock Excavation
100
CY $70
$7,000
17
Select Backfill
500
CY $12
$6,000
18
Culvert and Drop Inlet
10
EA $200
$2,000
protection
19
Silt Fence installed per detail
1,000
LF $4
$4,000
TOTAL CONSTRUCTION COSTS
$365,300
Construction Contingencies
$73,100
Technical Services
$91,300
Legal and Administrative
$10,000
TOTAL PROJECT COSTS
$539,700
Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsville
t
McGill Associates, P.A. Page 121 September 2016

J
E
a
SECTION VU PRIORITIZATION SCHEDULE
A Capital Improvements Plan (CIP) is a valuable tool utilized by local governments to schedule
and plan for financing of projects to upgrade and expand their facilities. Typically, the Capital
Improvements Plan is developed for a five to seven-year period. Based on the prioritization
schedules shown below for the water and sewer system improvements, it is recommended that
the Town of Burnsville develop their projects with that in mind. Planning elements of the most
critical water and sewer system projects in the prioritization schedules should be included in
the upcoming and initial years of the CIP, with construction of the projects generally planned
for the later part or beyond the limits of the CIP. The proposed water and sewer system capital
improvements plan projects have been prioritized to address the most urgent needs of the
Town. It is recommended that the projects be designed and constructed as shown below.
Water and Sewer Asset Management and Capital Improvements Plan
McGill Associates, P.A. Page 123
Town of Burnsville
September 2016

WATER SYSTEM PROJECTS
PRIORITIZATION SCHEDULE
1. Automated Meter Reading AMR Project
Replacement of all Town water meters not yet replaced with radio -read meters and al
appurtenances. This project will be completed incrementally with an annual budget of $30,00(
per year.
2. Love Fox Road Trailer Park Water Line Improvements
1,200 LF 6-inch DIP, 500 LF 2-inch PVC, 1,000 LF 3/-inch service line, 2 fire hydrants ani
50 water meters. This project is anticipated to be completed in FY 2022.
3. Micaville ElgmenlgmSchool Water Line Extension
2,780 LF 12-inch DIP, 1,860 LF 8-inch DIP, 50 LIP 6-inch DIP, 5 fire hydrants and 26 water
meters. This project is anticipated to be completed in FY 2018.
4. Water Treatment Plant Im rovements
Two MG concrete storage tank fill/draw piping improvements, new sewer service line, an(
abandonment of sludge dewatering system. This project is anticipated to be completed in F�
2024.
5. Green Mountain Drive Water Im rovements incoln Park
Booster pump station, 4,000 LF 6-inch DIP, 1,500 LF 2-inch PVC, 500 LF 3/-inch service line
6 fire hydrants and 20 water meters*. This project is anticipated to be completed in FY 2024.
6. Meadow Road Water Line Im rovements
Replacement of 2-inch service line serving 20+ homes with new 6-inch water line, service line
fire hydrants and water meters*. This project is anticipated to be completed in FY 2024.
Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsvill
McGill Associates, P.A. Page 124 September 201

-t -
7. Main Street Water Line Improvements
10,000 LF 8-inch DIP, 1,000 LF 6-inch DIP, 200 LF 2-inch PVC, 3,000 LF %-inch service
line, 20 fire hydrants and 75 water meters*. This project is anticipated to be completed in FY
2022.
8. Bennett Street Water Line juVrovements
1,650 LF 6-inch DIP, 320 LF %-inch service line and 2 fire hydrants. This project is anticipated
Ito be completed in FY 2028 or later.
9. West Burnsville Church Road Water Line Improvements
3,600 LF 6-inch DIP, 1,500 LF 2-inch PVC, 1,000 LF %-inch service line, 3 fire hydrants and
25 water meters. This project is anticipated to be completed in FY 2028 or later.
10.1 Million Gallon Reservoir
1,200 LF 8-inch DIP,'l MG concrete water storage tank, and 750 LF access road. This project
is anticipated to be completed in FY 2028 or later.
11. West Glendale Avenue Water Improvements
Booster pump station, 6,500 LF 6-inch DIP, 2,000 LF 2-inch PVC, 500 LF %-inch service line,
8 fire hydrants and 40 water meters*. This project is anticipated to be completed in FY 2028
or later.
12. Burnsville School Road Water Line „Improvements
3,000 LF 8-inch DIP, 1,500 LF 2-inch PVC, 3,000 LF %-inch service line, 3 fire hydrants, 20
water meters. This project is anticipated to be completed in FY 2028 or later.
13. Bill Young Road Water Line Improvements
2,000 LF 6-inch DIP, 1,000 LF 2-inch PVC, 300 LF %-inch service line, 3 fire hydrants and
25 water meters*. This project is anticipated to be completed in FY 2028 or later.
Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsville
McGill Associates, P.A. Page 125 September 2016

I
14. Comet Lane Trailer Park Water Improvements
k
500 LF 6-inch DIP; 500 LF 2-inch PVC, service line, fire hydrants and 33 water met,
project is anticipated to be completed in FY 2028 or later.
15. Raw Water Transfer Line R lacement
2,600 LF 8-inch DIP. This project is anticipated to be completed in FY 2028 or later.
*The AMR Project may eliminate the need for this line item if completed earlier.
Water and Sewer Asset Management and Capital Improvements Plan Town of B-
McGill Associates, P.A. Page 126 Septeml

WASTEWATER SYSTEM PROJECTS
PRIORITIZATION SCHEDULE
1. Main Sewer luterc for (Eas!) Improvements
5,500 LF 8-inch C1PP lining, 1,000 LF 8-inch DIP, 30 manhole rehabilitations, 10 manhole
replacements and 105 service taps. This project is anticipated to be completed in FY 2022.
2. Main Sewer Intercovtor_( West) Improvements
10,000 LF 10-inch CIPP lining, 2,000 LF 10-inch DIP, 20 manhole rehabilitations, 20 manhole
replacements and 145 service taps. This project is anticipated to be completed in FY 2022.
3. Love Fox Road Trailer Park Sewer Improvements
2,000 LF 8-inch DIP, 1,000 LF 4-inch PVC service line, 10 manholes and 50 service taps. This I
project is anticipated to be completed in FY 2022.
4. OMC Pump Station R placement
Installation of a duplex submersible pump station, generator and all accessories. This project
is anticipated to be completed in FY 2024.
5. Orchard Drive Sewer Line Improvements
R
5,000 LF 8-inch DIP, 600 LF 4-inch PVC service line, 25 manholes and 30 service taps. This
project is anticipated to be completed in FY 2028 or later.
6. Hickory Lane and West Glendale Avenue Sewer Line Improvements
5,000 LF 8-inch DIP, 1,000 LF 4-inch PVC service line, 24 manholes and 50 service taps. This
project is anticipated to be completed in FY 2028 or later. I
7. Ramsey Street Sewer Line Improvements
850 LF 8-inch DIP, 100 LF 4-inch PVC service line, 5 manholes and 5 service taps. This
project is anticipated to be completed in FY 2028 or later.
Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsville
McGill Associates, P.A. Page 127 September 2016

8. Meadow Road and Indian Trail Sewer Line Im rovements
6,000 LF 8-inch DIP, 1,000 LF 4-inch PVC service:line, 30 manholes and 50 service taps. This
project is anticipated to be completed in FY 2028 or later.
9. Pensacola Road Sewer Line Iml)rovements
3,500 LF 8-inch DIP, 200 LF 4-inch PVC service line, 18 manholes and 12 service taps. This
project is anticipated to be completed in FY 2028 or later.
10. Westover Drive and Presnell Road Sewer Line Improvements
3,000 LF 8-inch DIP, 500 LF 4-inch PVC service line, 15 manholes and 25 service taps. Thi;
project is anticipated to be completed in FY 2028 or later.
Water and Sewer Asset Management and Capital Improvements Plan Town of Burnsvil
McGill Associates, P.A. Page 128 September 201

Thei,esa Coletta
Mayor
Jeanne Martin
Tome Clerk
Section: H
Town of Burnsville
AA of SUAC 0
R/yS
SPILL RESPONSE PLAN
TOWN OF BURNSVILLE
Councilors.
Judy Buchanan
Russell Fox
Bunnie McIntosh
(Shannon Peterson
The Town of Burnsville is committed to the safety of its
employees, residents and protection of our natural resources.
The Town of Burnsville has compiled a list of all hazardous chemicals which includes untreated
wastewater. These chemicals are used in the production of drinking water and the disposal of
wastewater. Each employee is trained on the use and dangers of each of these chemicals. The
Town has a trained Spill Response Team consisting of four members of the Public Works
Department. The Town maintains a spill response kit which is located behind the third door on
the maintenance facility located at 118 North Main Street. This kit contains PPE, absorbents,
booms, socks, brooms, etc.
RESPONSE ACTIONS IN THE EVENT OF A SPILL
1. BE SAFE: Use all appropriate safety gear. Avoid the spill if deemed dangerous in any
way.
2. If possible, shut off the source of the spill
3. Notify a member of the Spill Response Team, Your Immediate Supervisor, The Safety
Officer, and The Public Works Director.
4. Use absorbent materials to contain spills that are relativity small in nature and where the
spilled chemical and its hazardous properties have been properly identified and assessed.
5. Cover and or Block any drains or catch basins in the spill area to prevent the material
from entering into surface waters or the storm water system.
6. If possible, clean up the spill. Collect all materials used in the cleanup, absorbents, etc,
and dispose of them responsibly.
7. The Town of Burnsville will verbally report to a Division of Water Resources staff
member as soon as possible, but in no case more than 24 hours following first knowledge
of the occurrence of either of the following:
• Any SSO and/or spill over 1,000 gallons to the ground; or
• Any SSO and/or spill, regardless of volume, that reaches surface water
P.O. Box 97 0 Burnsville, North Carolina 28714 • Phone [phone] M [phone]

8. The Town of Burnsville will issue a press release within 24 hours after the owner or
operator has determined a discharge of 1,000 gallons or more of untreated wastewater to
surface waters of the State.
9. The Town of Burnsville will issue a Public Notice for a discharge of 15,000 gallons or
more of untreated wastewater to surface waters of the State.
10. If the spill is large, uncontrollable, or poses a potential immediate hazard to human health
and safety, Call the Following:
MOUNTAIN ENVIROMENTAL SERVICES, INC
1560 Pisgah Drive, Canton, NC 28714
Office: 828-648-5556
Emergency: 800-261-0031
Max Kimel: 828-421-4341
EMERGENCY RESPONSE AGENCIES
FIRE: 911
POLICE: 911/828-682-4683, 828-284-2622
Yancey Emergency Management: Bill Davis — 828-284-0725
SPILL RESPONSE TEAM
1. Mathew Robinson
2. Shane Dale
3. John D England
4. Ronnie Tipton

TOWN OF BURNSVILLE
PUMP STATION CONTINGENCY PLAN
The Town of Burnsville currently operates and maintains four (4) duplex
wastewater pump stations. The main wastewater station is located on the East side
of Burnsville at 35 Access Drive and is named OMC pump station. The second
pump station is located on the West side of Burnsville at 65 Wheeler Hills Rd. and
is named Mayland pump station. The third station is located on the West side of
Burnsville at 16 Dam Rd. and is named Bakers Creek pump station. The fourth
pump station is also located on the West side of Burnsville at 98 Altec Rd. and is
named Altec pump station.
OMC Pump Station
• In the event of a power failure, this station has a diesel powered
generator that is controlled by sensors that detect loss of power on
any of the three legs feeding the station. This generator is maintained
by a licensed company (J&J Generator Service) and fuel is checked
and filled on a monthly basis(Fox and Johnson Fuel Service)
• In the event of a pump failure, a spare pump is kept at the Burnsville
Maintenance Shed along with spare impellers, volutes, and parts.
Replacement of pump and or parts is a priority.
■ This station is monitored by SCADA, has audible and visual alarms
Mayland Pump Station
• In the event of a power failure, this station has a diesel powered
generator that is controlled by sensors that detect loss of power on any
of the three legs feeding the station. This generator is maintained by a
licensed company (J&J Generator Service) and fuel is checked and
filled on a monthly basis(Fox and Johnson Fuel Service)
• In the event of a pump failure, a single pump in this station can
convey peak hourly wastewater flow. Pump is to be pulled and sent
for repair as soon as possible.
• This station is monitored by SCADA, has audible and visual alarms
Bakers Creek Pump Station
+ In the event of a power failure, this station has a diesel powered
generator that is controlled by sensors that detect loss of power on
any of the three legs feeding the station. This generator is maintained

by a licensed company (J&J Generator Service) and fuel is checked
and filled on a monthly basis(Fox and Johnson Fuel Service)
• In the event of a pump failure, a spare pump is kept at the Burnsville
Maintenance Shed along with spare impellers, volutes, and parts. A
single pump in this station can convey peak hourly wastewater flow.
Pump is to be pulled and sent for repair as soon as possible.
• This station is monitored by SCADA, has audible and visual alarms
Altec Pump Station
■ In the event of a power failure, this station has a diesel powered
generator that is controlled by sensors that detect loss of power on any
of the three legs feeding the station. This generator is maintained by a
licensed company (J&J Generator Service) and fuel is checked and
filled on a monthly basis(Fox and Johnson Fuel Service)
• In the event of a pump failure, a single pump in this station can
convey peak hourly wastewater flow. Pump is to be pulled and sent
for repair as soon as possible.
• This station is monitored by SCADA, has audible and visual alarms