WQCS00243_Renewal Application_20180510

May 315 2018
DWR PERCS
Attn.0 Steve Lewis
PERCS Unit Supervisor
1617 Mail Service Center
Raleigh, NC 276994617
Re: Town of Swepsonville Wastewater Collection ystem Permit S
WQCS00243
Mr. Lewis:
On behalf of the Town of Swepsonville we are enclosing the following for your review and approval:
1. One (1) Application CSA 04-16 for collection system renewal permit
2. One (1) Pump Station List
3. One (1) High Priority Lines List
4. One (1) Annual Budget for Collection System
5. One (1) Capital Improvement Plan
6. One (1) Response Action Plan
7. One (1) Contingency Plan
8. One (1) Comprehensive Collection System Map
Please contact me at [phone] if you have any questions or if you need additional information.
Sincerely,
ALLEY, WII.LIAMS, CARMEN &KING, INC.
Josh Johnson, P.E.
Enclosures
cc
Raymond Herring, Town of Swepsonville
740 Chapel Hill Road (27215) � P,O, Box 1179 ®Burlington, North Carolina 27216
Tel. - [phone] ®Fax - [phone] awck.com
FzS FAlil,l,S'FIED ® 1960

I. APPLICANT INFORMATION:
1. Applicant's name (Municipality, Public Utility, etc): Town of Swepsonville
2. Facility Information: Name: Town of Swepsonville Collection System Permit No.: WQCS00243
3. Applicant type: ® Municipal ❑ State ❑ Privately -Owned Public Utility
❑ County ❑ Other:
4. Signature authority's name: Raymond Herring per 15A NCAC 02T .0106(b)
Title: Moor
5. Applicant's mailing address: P.O. Box 282
City: Swepsonville State: NC Zip: 27539-
6. Applicant's contact information:
Phone number: [phone] Fax number: [phone]
II. CONTACT/CONSULTANT INFORMATION:
1.
2.
3.
4.
5.
Contact Name: Franz Holt
Title/Affiliation: Town Engineer
Contact's mailing address: P.O. Box 1179
City: Burlington State: NC
Phone number: [phone]
III. GENERAL REQUIREMENTS:
Zip:27
Fax number: [phone]
Email address: swepsonvilletown(c�triadviz rr com
Email address: fholtna,awck.com
1. New Permit or Premit Renewal? ❑New ®Renewal
2. County System is located in: Alamance County
3. Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system:
Owner(s) & Name(s): City of Burlington's, South Burlington Wastewater Treatment Plant
4. WWTF Permit Number(s): NCO023876
5. What is the wastewater type? 100 %Domestic or %Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ❑ Yes or ❑ No
6. Wastewater flow: 0.19 MGD (Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 0.80 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .0114 or ® Representative Data
9. Population served by the collection system: 1.350
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Descri tion
Len th
Gravity Sewer
13.21 (miles)
Force Main
Vacuum Sewer
3.18 (miles)
(miles)
Pressure Sewer
(miles)
APPLICATION CSA 04-16 Page 3 of 5

2.
3
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
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 I SA 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:
2.
3.
4.
5.
6.
7.
8.
9.
Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
The mayor of the Town of Swepsonville Raymond Herring is the primary responsible party for the collection system with
Steve Scott secondary in command. The Town council approves use of funding available for the collection system
Technical support can be provided by Williams Carmen & King
Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Raymond Herring Certification Number: 989185
Back -Up ORC Name: Steve Scott Certification Number: 989165
See the "WOGS Contacts and ORC Report" for a current listing of the ORC(s) the Division has on file for WQCS permit
Approximate annual budget for collection system only: $ 462.500
Submit a copy of your current annual budget.
Approximate capital improvement budget for the collection system only: $ 50.000
Submit a copy of your current capital improvement plan.
Is this collection system currently a satellite system ❑Yes or ® No
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)
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 IN 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? IN Yes or ❑ No
4. If Yes, submit a copy of the pump station contingency plan or see table 6 below.
5. Is a comprehensive collection system map currently in place? ® Yes or ❑ No
6. Submit a 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.
Permit Condition
Current
Compliance?
If no, Indicate a
Compliance
Date
Typical
Compliance
Schedule
I(4) — Grease ordinance with legal authority to inspect/enforce
® Yes ❑ No
12 —18 mo.
I(5) — Grease inspection and enforcement program
® Yes
12 — 18 mo.
I(6) — Three to five year current Capital Improvement Plan.
qNo
® Yes
12 —18 mo.
I(8) — Pump station contingency plan
® Yes
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 peals flows alone (in a duplex station, the 2nd pump is
the spare if pump reliability is met).
® Yes ❑ No
6 — 9 mo.
II(7) — Accessible right-of-ways and easements.
® Yes ❑ No
6 — 12 mo.
II(9) — Response action plan with Items 9 (a — h).
® Yes ❑ No
3 mo.
III(3) — Comprehensive collection system map
® Yes ❑ No
10% per year
For conditions not listed, compliance dates are not typically offered. List any permit conditions that maybe difficult for the
applicant to meet (attach clarification if needed):
VII. APPLICANT'S CERTIFICATION per 15A NCAC 02T .0106(b):
I, Raymond Herring
(Signature Authority's Name &Title from Item I.4)
attest that this application for the Town of Swepsonville
(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 el as civil penalties up to S25,000 per violation.
Signature: t� Qj, Date: `3 i
APPLICATION CSA 04-16 Page 5 of 5

Town of Swepsonville
Pump Stations
Attachment for Section IV - Item 3
Virginia Mills Pump Station
• Location- Behind Town Hall on East Side of Haw River
• Address —1060 Hugh Doss Lane, Graham, NC
• Alarms — Audible & Visual
• 420 GPM
Quarry Hill Pump Station
• Location —West Side of Quarry Hills Golf Course
• Address — 1202 Quandry Lake Trail, Graham, NC
• Alarms — Audible & Visual
• 370 GPM
Autumn Trace Pump Station
• Location - Back of Autumn Trace Subdivision
• Address — 3864 Northrup Drive, Haw River, NC
• Alarms — Audible & Visual
• 325 GPM
Laurelton Sub Division Pump Station
• Address — 2257 Longshadow Drive, Graham, NC
• Alarms —Audible &Visual
• 180 GPM
Town of Swepsonville Pump Stations

Town of Swepsonville High Priority Lines
Attachment A for Condition V(4)
Aerial Lines
• Aerial Line at Wendy Young Property.
• Aerial Line at Gerald Overman Property.
• Aerial Line No. 1 at Old Virginia Mills Property (either side of manhole).
• Aerial Line No. 2 at Old Virginia Mills Property (downstream of No. 1).
• Aerial Line at Joe Ward Property.
Town of Swepsonville High Priority Lines

ATTACHMENT FOR
SECTION V - ITEM 4
TOWN OF SWEPSONVILLE, NORTH CAROLINA
WATER AND SEWER FUND BUDGET
FOR THE FISCAL YEAR BEGINNING JULY 1 2017 AND FNninin a iki� ^^ ,.

1
TOWN OF SWEPSONVILLE, NORTH CAROLINA
WATER AND SEWER FUND BUDGET
FOR THE FISCAL YEAR BEGINNING JULY 1, 2017 ANn Pmnwr. .. _

TOWN OF SWEPSONVILLE,
NORTH WATER AND SEWER FUND BUDGET LINA
FOR THE FISCAL YEAR BEGINNING JULY 1, 2017 ANn rnimfor% _ _

TOWN OF SWEPSONVILLE, NORTH CAROLINA
WATER AND SEWER FUND BUDGET
FOR THE FISCAL YEAR BEGINNING JULY 1 2017 AND Fntnimn. j, ik_

TOWN OF SWEPSONVILLE, NORTH CAROLINA
WATER AND SEWER FUND BUDGET
FOR THE FISCAL YEAR BEGINNING JULY 1 2017 AND ENnitir, it ini�

TOWN OF SWEPSONVILLE, NORTH CAROLINA
ka WATER AND SEWER FUND BUDGET
FOR THE FISCAL YEAR BEGINNING JULY 1, 2017 AND ENnrNr� ji inic �„ _

TOWN OF SWEpSONVILLE, NORTH CAROLINA
WATER AND SEWER FUND BUDGET
FOR THE FISCAL YEAR BEGINNING JULY 1, 2017 ANn Fninmtr� _ _ .

AYOR
RAYMOND L. HERRING
MAYOR R PRO TEM
HENRY CARROUTH
TOWN CLERK
AMY ALBRIGHT
ATTACHMENT FOR
SECTION V - ITEM 6
TOWN OF SWEPSONVILLE
2747 Darrell Newton D"Ve
Graham, NC 27253
(336) 57a-5644
Fax [phone]
Town of Owe psonvine
Sanitary Sewer
Capital Improvement Plan
June 7, 2012
Revised January 7, 2014
Revised October 5, 2015
Revised March 1, 2017-2022
Town— �ouncll
DOUG SCOTT
WILBUR SUGGS

Town of Swepsonville
Sanitary Sewer Capital Improvement Plan
I. Goal Statement
The Town of Swepsonville desires to provide safe and dependable wastewater service
for its customers. The Town will provide the service through public systems owned and
operated by the town. Costs: for adequate improvements to, and operation and
maintenance of, these systems shall be covered by a schedule of rates and charges
that shall be revised and adopted by the Town Council as may be needed.
II, Description of Project Area
A. Demographics:
The Town of Swepsonville, North Carolina is located' in the central part of
Alamance County on the Haw River. The Town was incorporated December 8,
?997. The 2013 population of the Town was 1,175 according to Vlntage 2013 Population Estimate (Census.Gov), the median household 2009"2013 income
was $62,708 and the poverty rate was 3.1% according to American County
Survey (Census.Gov).
6. Land Area Configurations:
The Town of Swepsonville is in the Cape Fear River Basin. It is positioned
approximately 520 feet above sea level at 36.022 degrees north and 79.36077
degrees west. The soils in the area are mainly Davidson clay loam, Efland silt
loam, Goldston slaty silt loam, Lloyd clay loam, Iredell loam, Mecklenburg loam,
and Starr loam.
The Town is bordered on the west by the Haw River. There are approximately 7
small ponds within the Town limits. Surface water drainage from the Town is to
the Haw River on the west side of the Town. There is approximately 100" of relief
from the east side of the Town to the west. The segment of the Haw River that
borders the Town is listed as nutrient sensitive water and is not rated for
recreation due to the presence of elevated fecal coliform bacteria concentrations.
III, Description of Existing Facilities
A. Wastewater Collection System
The Town of Swepsonville has a central sanitary sewer collection system which
serves all residential, commercial, and industrial users within the corporate limits.
The system consists of approximately 3 miles of force main and 12 miles of
gravity lines ranging in size from 4" to 16' . The wastewater is conveyed to the
South Burlington Wastewater Treatment Plant through an 8" force maid., The
current average flow generated by the collection system is approximately 0.19'
MGD. The permitted flow is 0..80 MGD. The composition of the flow, Is
approximately 84% domestic and 16% industrial.
Page 2 of 4

Town of Swepsonville
B Pump Stations Sanitary Sewer Capital Improvement Plan .
There are three sewer pump stations maintai ae.4 by the Town, the Virginia Mills pump
station, the Quarry Hills pump station; and the Autumn Trace pump station, The Virginia
Mills pump station is located behind Town hall on the east bank of the Haw River, It was
upgraded in 1984 with new duplex pumps to a rated capacity of 420 gpm (0.60 MGD). An
80 kW emergency generator was added in 2002,
The Quarry Hills pump station is located on the
Qu arty Hilly golf course. It was completed
in September of 2000 to eliminate a small wastewater treatment system also located on
the golf course. The pump station was upgraded in 20007. The pump station consists of a
p pump system. -
rated at 3:70 gpm (0.53 MGD) with a 40 kW emergency generator.
The Autumn Trace pump station is located within the Autumn Trace sub division. The
pump station was completed in 2006 and is rated 325 gpm (0.47 MGD) with an emergency
generator.
The Lau�reltonpump station is located within the Laurelton sub division. The pump
station was completed in 2015. The pump station is approx. 175 gpm (0.100MGD) and
has an emergency generator.
C. Present Conditions
The present condition of the collection system is satisfactory.
The present condition of the Virginia Mills pump station is satisfactory. However, it may
need to be upgraded or replaced to meet future demands.
The present condition of the Quarry Hills pump station is satisfactory.
The present condition of the Autumn Trace pump station is satisfactory.
The present condition of the Laurelton pump station is still under warranty.
D. Specific Limitations
The Virginia Mills pump station is 34 years old. This pump station may need to be
upgraded or replaced in the future to meet anticipated additional wastewater flows
from future growth or due to its age.
E. Long -Term Potential Alternatives
Construct new pump station to replace the Virginia Mills pump station or upgrade.
Page 3 of 4

v
IV. Description of Deficiencies
Town of Swepsonville
Sanitary Sewer Capital Improvement Plan
A, Capital outlay needs (04 year d Me frame)
xlse Town's priority, capital outlay needs for the wastewater system over the next
S years include sewer line rehabilitation of lines exhibiting inflow/infiltration as
found through videoing and smoke testing and the possible upgrade or
replacement of the Virginia Mills pump station to meet anticipated future growth,
The Town does have a complete map of the sewer collection system, This work
was performed by an outside contractor, Alley Williams Carmen & King from
Burlington, NC. Phone [phone],
B. Schedule
Year Project
2018 Sewer line Cost Revenue Source
rehabilitation/infiltration and $503000 User fees
inflow investigation
2019 Sewer line
rehabilitation/infiltration and $5,000 User fees
inflow investigation
2020 Possible construction of a new
$1,0001000 User fees
Pump station to replace the
Virginia Mills pump station or
2021 upgrade
Sewer line $15,000
rehabilitation/infiltration and User fees
inflow investigation
2022 Sewer line $15,000
a abilitation/infiltration and User fees
inflow investigation
v Forecast Future Needs
The town of Swepsonville experienced a reduction in, sewer flow several years ago with
the loss of an industrial user (ing excess of 1001000 gallons per day). The reduction in flow
coupled with the modest residential growth has extended the life of the Virginia Mills
PUMP station, from a capacity stand point, At 'such time new residential growth offsets the
industrial flow loss, the pump .station will be re-evaluated for the possible need of replacement
or upgrade. Therefore, future needs will primarily consist st of continued collection system
rehabilitation, I&I investigations, and expenditures for miscellaneous equipment.
Page 4 of 4

ATTACHMENT FOR
SECTION VI - ITEM 2
SANITARY SEWER OVERFLOW (SSO)
.Spill Response Plan
Raymond Herring, Operator in Responsible Charge (ORC)
September 15, 2005
•

Town of Swepsonville
SSO Spill Response Plan
Purpose
The purpose of this document is to protect the citizens of Swepsonville, North
Carolina and the environment by establishing written procedures for responding
to Sanitary Sewer Overflows (SSO). These procedures will be reviewed at least
semi-annually, or whenever revised guidance from county, state or federal
authorities dictate a revision is necessary.
Contact Information
Upon discovery or report of a possible SSO, notify the following:
1. Town Hall: [phone]
2. Raymond Herring, ORC: [phone]
3. Garry Carver, Backup ORC: [phone]
Response to the spill will be initiated wifihin one hour after the report is received.
Spill Response
In the event of a SSO, the following resources are available:
Town Equipment
The Town owns a trailer mounted water jet for cleaning sewer lines, in
addition to standard hand tools such as rakes, shovels, etc. A supply of
hydrated lime is also kept on hand. A spare pump for the main pump
station is stored at the pump station.
Other equipment &Resources
In the event the SSO containment, correction, and/or cleanup will require
more resources than the Town can provide, the following companies can
supply additional equipment and materials. The Town maintains an
emergency fund that may be used to pay for outside resources required
when responding to a SSO.
Company Phone No. Equpment/Service
Carver Plumbing [phone] Backhoe, pipe, couplings,
etc.
L.A. Edward &Sons
Septic Tank Co.
C&J Utilities, Inc.
[phone]
[phone]
Pumper tank truck
Pumps
Waste disposal
Heavy equipment and
trucks
In addition, Alley, Williams, Carmen, &King, Inc. can be called at (336)
226-5534 in the event engineering services are required.

Town of Swepsonville
SSO Spill Response Plan
Containment Procedures
1. As soon as an employee arrives at the scene of the SSO, their first
priority will be to contain the spill so as to not allow it to reach surface
waters. If there is no danger of the SSO reaching surface waters,
contain the SSO to as small of an area as possible.
2. The second priority shall be to tape off the SSO area to prevent any
unauthorized person from entering the contaminated area. This
includes the banks of surface waters that the SSO has reached.
3. Containment shall be accomplished in any number of ways including
but not limited to the construction of; ditches, ponds, or dams. The
sewage contained in these containment areas shall be pumped back
into the sewer system or transported to the East Burlington WWTP by
pumper truck.
Blockage Correction Procedures
1. As soon as the SSO has been contained and a bypass pumping system
has been set up, attempt to eliminate the blockage by first checking for
problems in the invert of the overflowing manhole.
2. Utilizing the Town's Equipment and outside contractors (if needed)
eliminate the blockage (see contact list on previous page for outside
contractors). Containment and bypass pumping are to remain in
operation until the blockage is corrected.
Cleanup Procedures
FOR ALL SSO's
Remove all paper, plastic or any other non_decomposing material from site,,
Material should be bagged in a container and properly disposed of.
ON ASPHALT OR CONCRETE
1. Set up containment at or near the storm drainage system; do not let the
spill enter the storm drainage system.
2. Put up warning tape around the SSO area.
3. Spread lime on spillage and sand (or equivalent material) to a depth of
1 inch. Let this stand for 1 hour and sweep up. If moisture or grease is
still present, repeat procedure.
4. After removing the contaminated material, wash down the area with
high-pressure water and Clorox. Pump this back into the sewer system.
5. If this spill goes into the storm drainage system, refer to creek
procedure.

Town of Swepsonville
SSO Spill Response Plan
OUIrALL
1. Put up warning tape, "Danger Do Not Enter," around the SSO site.
2. In open area, lime (powder) heavily and till. Repeat procedure. Seed
and then put down straw.
3. In an area where there is undergrowth or small trees, wash area with
large amounts of water. Push towards the containment area and pump
site. Do this until not waste remains. Wait for 12 to 24 hours then lime
the area heavily. Do not lime when the weather forecast is predicting
rainfall.
IN CREEK OR STREAM
1. If possible a dam needs to be constructed near a manhole or at a
location which is accessible to the jet/vacuum truck. Build the dam
using dirt that is capable of handling creek and hydrant water without
dam failure. Have equipment on site at all times so dam can be rebuilt if
a breach occurs.
2. Restrict access where there is a chance of humans coming in contact
with the SSO.
3. If rip rap is in creek, wash down with high pressure water until there is
no waste residue remaining on, or within, the rip rap structure.
4. If sludge is in creek, clean creek bottom and sides until there is no
waste residue remaining.
IN CITIZEN'S YARD
1. Till the area whenever possible. Apply lime, seed, and straw.
2. If not able to till lime add two inches of topsoil and mix thoroughly. Lime
again lightly, then seed, and cover with straw.
SSO Reporting Procedures
The collection system ORC will report overflows from any sewer line or pump
station, or the bypass of any wastewater treatment system or any component
thereof to the North Carolina Department of Environment and Natural Resources,
Division of Water Quality. This requirement applies in the following cases:
• Any spill of 1,000 gallons or more; and
• Any spill regardless of the volume, if any waste reaches Lite surface
waters of the State. Please note that conveyances such as drainage
ditches and storm sewers are considered waters of the State.
The collection system ORC is required to provide an oral report regarding
reportable spills fio the Winston-Salem regional office as soon as possible, but in
no case later than 24 hours following the spill event.

Town of Swepsonville
SSO Spill Response Plan
Additionally, if a spill occurs after normal business hours, the event must be
reported during the next working day. Should a spill occur after hours which
reaches the surface waters and/or it may be considered as either an
environmental or health hazard, the report must be made immediately to the
Division of Emergency Management. Their office will contact appropriate
Division of Water Quality staff.
A written report (see the attached Collection System Sanitary Sewer Overflow
Form) must be submitted to the Winston-Salem regional office within five (5)
days of the time that The Town of Swepsonville becomes aware of the spill
occurrence. All parts of the form must be completed in detail and submitted
either at the time of the oral report or with the required five (5) days. It is highly
recommended that the form be faxed to the regional office, and then followed up
by a telephone call to confirm the fax has been received and to provide any
additional information that may be needed.
The attached SSO reporting form for Town Records shall also be completed and
maintained on file by the ORC for a minimum of three years.
SSO Telephone Contact Numbers
State of North Carolina
Winston-Salem Regional
Office, Division of Water
Quality
State of North Carolina
Division of Emergency
Management
(for after hours spills that
reach a waterway)
Alamance County
Emergency Management
Alamance County Health
Department
Post-Overflow/Spill Assessment
(336)4
O O
688'
[phone] t`;�ut'��
911
[phone]
After the cause of the SSO has been corrected and the SSO cleaned up, an
evaluation will be conducted to determine the cause of the SSO and any
additional corrective action that can be taken to prevent a similar SSO in the
future. Much of this evaluation will be done while completing the Collection
System Sanitary Sewer Overflow Form.

• Reponing
Maintain this form on file for a ml a ni A mum of three years)
Date of SSO or Complaint
If a complaint, what was the nature of the
complaint?
Volume of wastewater released as a result
of SSO:
Location of SSO or Complaint:
Estimated duration of SSO
Individual at NCDENR, Winston-Salem
Regional Office informed of SSO, if
applicable
Final destination of SSO
Corrective Actions:
Know environmental/health impacts of
SSO:
How SSO was discovered:

MAYOR
RAYMOND L. HERRING
IT14AYOR PRO TEIVI
HENRY CARROUTH
T®WN CLERK
WY ALBRIGHT
2747 Darrell Newton Drive
Graham, NC 2725'3
[phone]
Fax [phone]
ATTACHEMENT FOR
SECTION VI - ITEM 3
Town Council
DOUG SCOTT
WILBUR SUGGS
The Town of Swepsonville has 4 duplex pump stations and the town would respond to pump failures at
each pump station in a similar way. Each pump station has a primary pump and a secondary pump.
Failure of the primary, secondary, or both pumps shall initiate this contingency plan with the goal of
replacing the failing pumps as soon as possible.
In the event that both pumps fail to activate, alarms will be activated. The alarms will contact the ORE.
The ORC will then investigate to determine the reason for the backup or overflow.
The Town of Swepsonville can do some minor pump repairs on site, however it is in the best interest of
the town to contract most pump repairs. The town will contract with a local contractor in the event of
pump failure in order to replace or repair the pump as soon as possible.
The town will keep specific details for each pump on site in order to expedite pump replacement.
If a pump failure occurs, the ORC will check first for any sanitary sewer overflow. If an SSO has or is
occurring, the ORC will begin containment procedures for the SSO. Containment is to be in
compliance with the Sanitary Sewer Overflow procedures contained within the collection system
program. If an Sso is not or has not occurred, then the ORC will begin diagnosis of the pump failure. If
the source is not obvious or is beyond the town's capabilities to repair, then the ORC will contact a
local contractor to expedite the repair.
This plan was prepared by Josh Johnson, P.E. In conjunction with Swepsonville OC Raymond Herring.
Power Failure Generator Electrical Failure Pump Failure
Generac/NRC
[phone]- Joel Cheek
[phone]-David Fitzsimons
[phone]-After Hours
PD&C (Controls Only)
[phone]-Siler City, N.C.
ORC Phone Number- [phone]
Guilford Electric
(336) Ali) -4634-Alan Steele
The 419 Group
(843) 9574613-Chad Smalley
Duke Energy [phone]- Charles R. Underwood
1-800-769-2766 Service Company
Sanford, N.C.