WQCS00236_Renewal Application_20180406

"Galew(#, to Beautifitl Lake Gaston "
TOWN OF LITTLETON
�z
112 E. South Main Street # P. • :•
Littleton,1
Phone [phone] Fax 252 58&2709
K. E.hr'er1.SCU1(
Clam Dehnam
Bonita Knigltt
March 27, 201
NCDEQ-DWR
Water Quality Permitting :Section
PERCS UNIT
Attn: PERCS Unit Supervisor
1617 Mail Service Center
Raleigh, NC 26799-1617
Dear. PERCS Unit:
� �`l`/tf)/DEN /fWF?
1lVrmit Usour ces
rr�iRting section
St�pltelt �3clrcely
Dmi Sorcigins
C:erlem Pi1c•hlbrd
Subject: Ccilleciion System Permit Rene�va)
Torun of Littleton
Littleton Collection System
WQCS00236
Halifax County
The To4vn of Littictoti holds permit #WQCSOg236 for the operation and maintenance of the sewer collection system. The permit expiration date is May 31. 2018. The Town is submitting a permit renewal application
package, The renewal package includes one original and one copy of:
Cover letter
• Completed Application Form CSA 04-16
• Delegation Letter
• Pump, station list
• High priority lines list
• Annual Budget for Collection System (current fiscal year)
• Capital Improvement Plan
• Response action plan
• Contingency plan
• Sewer Collection map
Coitlnients related to the permit application include:
e The folto�ving corrections need t PEKC. website: be made to the WQCS Contacts and ORC Report per the NC DWER
o Please change the person who is "Legally Responsible for Permit" to Owen Scott. Mr. Scott was
elected mayor of the Toivrl of Littleton irk last election.
Ifyou have any questions, please call KeithHatitrn, Public Works Director, at: 2522-3264996
Sincerely,
K, Owen Scott, Mayor
Town cif Littleton

I. APPLICANT INFORMATION:
1. Applicant's name (Municipality, Public Utility, etc): Town of Littleton
2. Facility Information:Name: Littleton Collection System Collection System Permit No.: WQCS00236
3. Applicant type: ® Municipal ❑ State ❑ Privately -Owned Public Utility
❑ Count), ❑ Other:
4. Signature authority's name: Owen Scott per 1.5A NCAC 0?T .0106(b)
Title: Mayor
5. Applicant's mailing address: PO Box 87
City: Littleton State: NC Zip: 27850-
6. Applicant's contact information:
Phone number: [phone] Fax number: [phone] Email address: [e-mail]
us
II. CONTACT/CONSULTANT INFORMATION:
ontact Name: Keith Hamm
2. T'itle/Affiliation: Public Works Director/Town of Littleton
3. Contact's mailing address: PO Box 87
4. City: Littleton State: NC Zip: 27850
5. Contact's information:
Phone number: (2, 52) 586-3456 Fax number: (2� 586-1462 Email address: wwtpna.townoflittleton-nc us
III• GENERAL REQUIREMENTS:
l . New Permit or Premit Renewal? ❑ New ® Renewal
2. County System is located in: Halifax County
3. Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system:
Owner(s) & Name(s): Town of Littleton/Littleton WWTP
4. WWTF Permit Number(s): NPDES NC0025691
5. What is the wastewater type? 100 % Domestic or %Industrial (See 1 SA NCAT C 0 .0103(2�)
Li Is there a Pretreatment Program in effect? ❑ Yes or ® No
6. Wastewater flow: 0.072 MGD (Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants:
Q
7
IV.
0.280 MGD
1✓xplain how the wastewater flow was determined: ❑ 15A
NCAC. 02T .O i i 4 or ®Representative Data
Population served by the collection system: 625
COLLECTION SYSTEM INFORMATION:
Line Lengths for Collection
System:
Sewer Line Descri tion
Len h
Gravity Sewer
Force Main
12 miles)
1 (miles
Vacuum Sewer
na miles
Pressure Sewer
na (miles)
C
APPLICATION CSA 04-16 Page 3 of 5

2.
3.
Pump Stations for Collection System:
Pum Station T e
Number
Sim lex Pum Stations (Servin Sin le Buildin
na
Simplex Pum Stations (Servin =Multi le Buildings)
na
Du lex Pump Stations
6
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, telemehy, SCADA}
�' Pump Reliability (Can convey peak hourly wastewater flow with largest single pump out of
service)
�' Reliability Source (permanentJportable generator, portable pumps)
%' Capacity of Station (Pump Station Capacity in GPM)
4. Submit a list of all high priority tines according per 15A >•vCAC 0?'1' .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
y 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 struchu•e that is responsible for management, operation and maintenance of
the collection system.
Manor —> Council —> Public Works Director --> Public Works Staff
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: Keith Hamm Certification Number: 991224
Back-Ilp ORC Name: Phili Alston Certification Number: 1005771
See the "GCS Cc,npacts and ORC R.e�ort" for a current Listing of the ORC(s) the Division has on file for WQCS permit
3. Approximate annual budget for collection system only; $ ]23.700.00
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $ 9.120.00
6. Submit a copy of your current capital Improvement plan.
7. Ts this collection system currently a satellite system ❑Yes or ®No
8. Do any satellite systems discharge to this collection system [� Yes or ®No (If yes complete table below)
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:
na
APPLICATION CSA 04-ib
Page 4 of 5

VI.
VII.
COLLECTION SYSTEM COMPLIANCE:
1, Is a Response Action Plan currently in place ® Yes or ❑ No
2. If Yes, submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in place? ®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 S�stem-�Yide Collection Svstem I�er•rnit 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 ❑ No
12 — 18 mo.
I(6) —Three to five year current Capital Improvement Plan.
®Yes ❑ No
12 — 18 rno.
I(8) —Pump station contingency plan
®Yes ❑ No
3 mo.
i(9) —Pump station identification signs.
®Yes ❑ No
3 mo.
I(11) —Functional and conspicuous audible and visual alarms.
®Yes ❑ No
3 — 6 mo.
II(5) —Spare pumps for any station where one pump cannot
handle peak flows alone (in a duplex station, the 2°a 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 may be difficult for the
applicant to meet (attach clarification if needed):
I, K. Owen Scott, Mayor
(Signature Authority's Name &Title from item L4}
attest that this application for Littleton Collection System
(Facility name from Item I. I )
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 i�I3-2[5.6A and t�o-3-%15.G13, any person who knowingly makes any false statement,
representation, or certification in any applicati ll be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$ ] 0,000 as well as civil penalties,un to S2�nl�rti'n'P�
Signature:
APPLICATION CSA 04-16
Page 5 of 5

"aloway� ta. Beautif d Lake Gastoil�'�'
G
TOWN F LITTLETON
♦112 �. South Main Street v P. 0. Box 8( It Littleton, NC 27850
Phone [phone] + Fax [phone]
h. Cht�err �Scr�tt
Clara Debnam
Ike}n7la %S.n ghl
Maroli 27I 2U 18
NCDEQ4)WR
Water Quality Permitting Section
PERCS UNIT
Attn: PERCS Unit Supervisor
1617 Mail Service Center
Raleigh, NC 26799�1617
To Whorn [t R9ay Concern;
S'teplren Bar ce U
Don ,S )ragirrs
Ger leer? Pilchf�)r'cl
,Subject: Aera7titting Signature Authority
Town of Littleton
WQCS00236
Halifax Countv
As an apprppriate officai for the Town of Littleton as designzted by 1.5A NCAC U2R .0 I U6, i hereby delegate
autliorit�r to sign and certify all permit applications, reports or other perinit related documents to the i'ollowing
staff for the following permit types:
Posifion Deie aced Person _ kermit T e/ Permit Number
Mayor K. Owen Scott Collection S -steni — WQCS00236
If you have any questions, please Call me at 252-586-2709.
Sincerely,
K`�eti Scott, Mayor
Towel of Littleton

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Torn of Littleton
Littleton Collection System
I'Numver
T e
Location
.Pi e Type
1
Aerial Creek Crossing
Church
Street
Ductile
Iron
{Gravity
Aerial Creek Crossing;
Church
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Ductile
Iron
Force Main)
3
Aerial Creek Crossing
Warren
Street
Ductile
Iron
(Gravi t )
4
Aerial Creek Crossing
Warren
Street
Ductile
Iron
(Force Main)

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TOWN OF LITTLETON
CAPITAL IMPROVEMENT PLAN
Chapter 3:
Water and Sewer Systems
General Description
The Town of Littleton provides both water and wastewater service to residents and
businesses within the town limits as well as service areas outside the town within the
county. The map on the next page shows to general limits of both the systems.
Water Svstem
The Town of Littleton currently purchases its water in bulk from Halifax County and
stores the water in a 300,000 gallon elevated storage tank located on U.S. 158 and
Plant Street. As shown on the Water and Sewer Service Areas map, the town's water
distribution serves areas beyond the town corporate limits. Overall, there are 610 total
customers with 420 in town and 190 outside of town. The in town customers breakout
into 339 residential and 81 business/industrial and the out of town customers into 190
residential and 12 businesses.
Although there are no accurate records available to identify the date of the start of the
distribution system, it is generally believed to have begun in the 1930's. The town
currently has approximately 91,400 lineal feet of distribution lines ranging from 1 % inch
to 12 inch and made with various types of materials that were current during the time of
various phases of development of the system.
Sewer Svstem
Most of the town's wastewater collection system was constructed in the 1940's and the
wastewater treatment plant was constructed in 1986 with a permitted capacity of 0.280
million gallons per day (mgd). The collection lines were construction with vitrified clay
pipes with replacements in 1988 and recently being built with PVC piping. The collection
lines current has approximately 60,695 lineal feet (LF) of 8-inch pipes and there are two
outfall lines: 2,910 LF of 10-inch outfall and 1,150 LF 12-inch outfall.
The town's sewer system service area is shown on the Water and Sewer Service Areas
Map, which includes the town as well as the areas outside of town. Overall, the town
serves 505 customers with 393 customers in town and 112 customers outside of the
town limits. The in town customers are divided into 318 residential and 75 businesses
and the out of town customers are divided into 106 residential and 6 businesses.

TOWN OF LITTLETON
CAPITAL IMPROVEMENT PLAN
The following is a summary of the conclusions and recommendations for both systems:
Sewer System
"The wastewater collection system for the Town of Littleton is in need of major
renovation work to eliminate overflow and runoff of ray sewage to the surface waters,
reduce infiltration and inflows, and reduce or eliminate emergency maintenance and
repairs which are necessary at the present time to keep the system operational. The
sewage treatment plant is generally providing good treatment. The effluent consistently
meets or exceeds NPDES Permit limits. However, there is no emergency power. The
greatest deficiencies are at the sewage pumping station. Pump station No. 3, West
Littleton needs to be completely rebuilt or replaced. Pumps at this station sometimes
run 24 hours per day. Overflows are likely during peak flow periods. Lesser upgrades
are needed of the other 5 pump stations. These include provision of emergency power,
auto dialers and miscellaneous other repairs.
Alternate No. 4 includes pump station upgrades, emergence power installation
and point repairs to gravity sewer system. Estimated cost of this alternate is
$513,875.00."
Water System
"To correct deficiencies identified in this report, the following are recommended in
priority order.
1. Constructed a six inch water main on Mosby Avenue forming a loop
from North Main to Mulberry Street. Provide fire hydrants as needed.
Estimated Cost $: 54,700.00
2. Employ a utility locating company to accurately locate all underground
water lines and lost valves, determine which services are connected to
old 1 Y2 inch diameter and smaller lines and which lines need to be
abandoned. Use this data to prepare and accurate as -built water
distribution map. Estimated Cost $: 50,240.00
3. Abandon all old 1 %inch diameter and smaller lines, reconnect
services to newer, larger lines, raise buried valves to grade and make
them operable, install new valves where needed and replace non
operable fire hydrants. Estimated Cost $: 242,000000
4. Construct a new 8 inch diameter main from Bacon Road along
Highway 158 to elevated tank as a back up supply line and to
encourage development along Highway 158 as an economic boost to
the Town. Estimated cost $: 18810006001,
12

TOWN OF LITTLETON CAPITAL IMPROVEMENT PLAN
2. Sanitary Sewer Collection System Evaluation
A. Gravity Collection System
The tOWn's collection (gravity and force mains) is approximately twelve miles in
length. Most of the collection system is vitrified clay that was constructed in the
1940s. Listed below is the collection system:
60695 LF 8-inch
2910 LF 10-inch - outfall
1150 LF 12-inch — outfall
A portion of the system was dug and replaced in 1988 EPA Project No.
3370589-02. That project addressed the following:
1150 LF of 12-inch outfall
2910 LF of 10-inch outfall
4000 LF of 8-inch main line (PVC)
4400 LF of pressure grouting
B. CCTV Inspections
In February 2003, the Town of Littleton employed JCB Environmental to clean
and CCTV a portion of its sanitary sewer collection system. The total footage of
8-inch sanitary sewer line cleaned and CCTV was 1887 LF. This represents
0.0291 % of the town's total system. The total system consists of 64,775 LF.
There were a total of nine line segments CCTV inspected. Only one line
segment could be totally inspected. The other eight line segments were
abandoned because of protruding taps, collapsed pipes, and severe root
intrusion. Please review the attached CCTV inspection reports. Please note that
the town allotted $3000 to clean and CCTV inspect a portion of its sanitary sewer
system. The town expected to clean and CCTV more than the 1887 LF, but the
severity of the problems significantly reduced the amount of line that could be
reviewed. Several other areas of town need to be cleaned and CCTV inspected
before a final action plan of rehabilitation can be determined.
C. Major Problem Areas
CCTV inspection revealed the major problem areas were Ferguson Street,
Halifax Street, Spring Street and Mosby Street. The problem with Mosby Avenue
was its manholes.
14

TOWN OF LITTLETON
CAPITAL IMPROVEMENT PLAN
The majority of the older brick manholes are in poor to fair condition. The type of
rehabilitation for these manholes will be determined based on the type of
rehabilitation of the sanitary sewer system line segments. A potential
rehabilitation could be either a poly triplex liner, a cement coating or total
replacement depending upon the condition of each manhole at the time of
rehabilitation. Manhole construction type are as follows: approximately 53
precast; and approximately 140 brick.
Dye Testing
Dye testing has been performed in the sanitary sewer collection system and the
local ditches. The dye testing was done to try to locate areas of inflow. The dye
testing was done using fire hydrants as flush water and it was also done during
periods of heavy rainfall. Testing results revealed several areas of inflow. These
areas were mostly broken clean outs, storm water cross connections, and broken
sanitary sewer lines. Please review the attached map, which details the dye
testing areas and resulting problems.
3. Lift Station Evaluation
The Town of Littleton has five sanitary sewer lift stations that it owns and operates.
There are two additional privately owned lift stations that deliver wastewater to the
town's WWTP. Please note that none of the lift stations have backup or emergency
power. All three of the main lift stations — West Littleton, Enon, and Church Street were
designed in 1957 and constructed shortly thereafter. These lift stations are still in their
original condition. Only as needed maintenance has been done to each lift station.
These lift stations have reached their useful life and need to be replaced. These lift
stations have been a continued source of overflow violations. Because of the large
amount of overflows at each lift station, it is extremely difficult to analyze the inflow and
infiltration for the entire sanitary sewer collection system. Overflows have been
documented many times at each lift station during and after times of heavy rainfall. The
actual amount of discharge has not been determined because of the limited data
collection equipment. The bypass/overflow for each station is estimated below. The lift
stations and their condition are listed below:
A. West Littleton Lift Station
This lift station consists of a wet pit/dry pit system. The wet pit is for the influent;
the dry pit is for the pumps. This lift station is almost totally deteriorated. This
system was originally installed with an 8-inch bypass/overflow that allows the
flow to be bypassed during times of heavy inflow and infiltration. Please review
the attached plans, which details the original construction. An estimated bypass
flow has been calculated based on the orifice size and head elevation in the
manhole. This bypass flow eventually ends up in the Lake Gaston watershed.
These bypass opening have been plugged, but the flow during heavy inflow and
infiltration times now overflows at the manhole on the inlet side of the lift station.
This overflow continues to the ditch that was described above.

TOWN OF LITTLETON
CAPITAL IMPROVEMENT PLAN
There is no fence around this system. There is no warning system or telemetry.
There is no emergency backup power or switchgear system. This system needs
to be totally replaced and brought up to current NCDENR standards.
D. Highway 158 Lift Station
This system consists of a small submersible type pump system. This system
receives flow from a few houses and operates well. This system does not have a
bypass/overflow port. There is no fence around this system. There is no
warning system or telemetry. This system needs to be brought up to the current
NCDENR standards concerning the fence, alarm, telemetry, etc.
E. McIver School Lift Station
This system consists of a small submersible type pump system. This system
receives flow from a few houses and a local school. This system operates well.
This system does not have a bypass/overflow port. There is no fence around this
system. There is no warning system or telemetry. This system needs to be
brought up to the current NCDENR standards concerning the fence, alarm,
telemetry, etc.
4. Inflow Evaluation
The Town of Littleton does not currently monitor rainfall amounts. Therefore no local
data is available to evaluate inflow. It is recommended that a rainfall gages be installed
at convenient locations within the collection system. The town `s ORC should read and
record rainfall on a daily basis for future use in evaluation of inflow and infiltration. In the
absence of local data, rainfall records were obtained from the National Weather Service
Climatic Data Center for the nearest stations to the Town of Littleton. The nearest
stations were outside of Warrenton, N.C. (Arcola Station) and Roanoke Rapids Station.
It is difficult to estimate the amount of inflow in the system for two reasons. One —the
overflows stated above in the lift station section do not allow a significant amount of
inflow from these areas to enter the WWTP where measurements can be made. Two the inflow chart at the WWTP is only calibrated to 280,000 gpd. There are no strip
charts or data recording to capture the actual maximum or minimum flows. The
readings from the daily log are taken at 8:00 AM and are not truly average, maximum or
minimum readings. There have been several occasions where the flow has reached the
limits of the chart recorder. The chart recorder is only calibrated for 280,000 gpd. The
actual flow peaks at these times cannot be determined. Several of these peak inflow
events have been included with this report. The associated rainfall data has also been
included. This information has been included to demonstrate the severity of the inflow
problem. Please note that a 1-inch rainfall event will create a flow at the WWTP in
excess of 280,000 gpd.

TOWN OF LITTLETON
3. Lining
CAPITAL IMPROVEMENT PLAN
As also stated above, lining might be a viable alternative to some of the sanitary
collection system. Recommendations will be made based upon the CCTV inspections.
Estimated cost: $5,893,717,
4. Pipe Bursting
Using pipe bursting as an alternative will also depend upon the CCTV inspections.
5. Replacement of Three Lift Stations
Replacement of three lift stations is the recommended alternative at this time. Estimated
cost: $2,066,494.
6. Expand and Upgrade Wastewater Treatment Plant
Expansion or upgrade of the WWTP is not recommended at this time. The current
permitted flow rate is adequate for most flow conditions. As discussed above, once the
three pump stations are rebuilt and all the inflow and infiltration gets transported to the
WWTP, then the system will be evaluated again for possible expansion.
Sewer System Recommended Needs
Sanitary Sewer System —Action Plan
The following projects will be funded by a loan from the Southeastern Rural Community
Assistance Project (SERCAP). The town will borrow approximately $200,000 from
SERCAP and apply for a $400,000 supplemental grant from the NC Rural Economic
Development Center:
A. Immediate Needs
1. Replace three lift stations. West Littleton, Enon and the Church Street
lift stations need to be replaced to stop the overflows.
2. Repair known inflow problems. Use the smoke test study and the dye
testing study to repair the known areas of inflow. Repair of these areas
can significantly reduce the amount of inflow to the sanitary sewer
collection system.
3. CCTV -inspect critical areas of collection system, approximately 17,000
LF of 8-inch VCP main trunk lines. Initial CCTV inspection revealed major
problems with the collection system. A broader area needs to be CCTV
inspected to determine the severity of the system. Once the problem
20

TOWN OF LITTLETON
CAPITAL IMPROVEMENT PLAN
The distribution system consists of the following types and sizes of waterlines:
12 inch Asbestos Cement (ACP) 520OLF
8 inch Asbestos Cement 17800 LF
8 inch Cast Iron 1600 LF
6 inch Asbestos Cement 25600 LF
6 inch Cast Iron 9800 LF
6 inch PVC 7000 LF
2 inch PVC 4400 LF
1 1/2 inch Galvanized 20400 LF
The 12 inch ACP is used to feed an out of town customer (nursery). The 8-inch and 6-
inch lines are mainly for fire flow and water distribution. The smaller lines are mostly
used to supply potable water to residents. In many cases, the larger lines parallel the
smaller lines. This is shown on the Water Distribution System Master As -Built Plan in
the Preliminary Engineering Report by Mack Gay Associates dated Nov. 18, 2003.
2. Distribution System Evaluation
In general, the water distribution and fire demand is adequate for the system. There are
some areas that need to be looped to increase flow. As discussed above, careful
consideration should be given to the replacement of the ACP lines.
3. System Maintenance Evaluation
A considerable amount of the town's maintenance budget is spent on repairing existing
deteriorated waterlines. Most of the repairs are made to the smaller diameter lines. As
discussed above, the smaller lines need to be abandoned.
4. Fire Flow Data
In general, fire flow is adequate throughout the town. There are several fire hydrants
that need to be added for the proposed waterlines. There are also several fire hydrants
that need to be replaced. A previous Preliminary Engineering Report addressed the fire
flows. The fire flow data was confirmed. This information is included in the Preliminary
Engineering Report compiled by Mack Gay Associates dated Nov. 18, 2003.

TOWN OF LITTLETON CAPITAL IMPROVEMENT PLAN
Water Svstem Recommended Needs
Water Distribution System —Action Plan
Applications will be made to the North Carolina Construction Grants and Loans State
Revolving Fund Program and USDA Rural Community Funds to
A. Immediate Needs
1. Remove and replace the existing 6-inch and 8-inch asbestos cement
pipe (ACP). This ACP was installed in approximately 1973. There are
some studies, which show serious health concerns associated with
ACP.
2. Abandon the 1'/z and 2 inch diameter lines as repairs are made to
these smaller lines. Set up a schedule to abandon the remaining
smaller lines on astreet-by-street basis. Service connections should
be reconnected only to existing PVC and cast iron waterlines. It is not
recommended that services connections be made to the existing ACP
waterlines.
3. Install two-way flow meters at the existing Halifax County water main
connections. The town is currently reselling water back to the county.
These connections are located at the intersection of Ferguson Street
and NC Highway 4, and near the intersection of SR 1001 and SR
1300. These connections can be used as a backup water supply if
there is a major break in the existing 8- inch line supplying the
300,000-storage tank. This supply would be adequate for drinking
water but would not be adequate for fire protection.
4. Construct a 6-inch waterline along Mosby Avenue between North Main
Street and Mulberry Street. This will increase the pressure for the
Medical Center.
5. Construct an 8-inch backup water supply line to the 300,000-gallon
storage tank. This line would along NC Highway 158 from the existing
booster pump station
B. One to Five Year Plan
Applications will be made to the North Carolina Construction Grants and Loans
State Revolving Fund Program and USDA Rural Community Funds to:
1. Remove and replace the existing 6-inch and 8-inch asbestos cement
pipe (ACP). This ACP was installed in approximately 1973. There are
some studies, which show serious health concerns associated with
24

r�
HMO
} rt a r3 �. 1 1 t, t F
System Name: Town of Littleton
Permit Number:
Address: PO Bc
City/State/Zip:
Phone Number:
00236
ittleton, NC 27850
252/326-4996
Fax: [phone]
Email:
ittleton-nc.0

Chi
� 1 1
III. Procedures
A. Receipt of Information Regarding a Sanitary Sewer Overflow
B. Dispatch of Sewer Maintenance Personnel to Site of Sewer
Overflow
C. Overflow Correction, Containment, and Clean Up
I Overflow Report
E. Customer Satisfaction
IV. SSO Response Plan Maintenance
V. Appendices
Appendix A —Contacts
Appendix B — SpiIUSSO Equipment List

This Sanitary Sewer Overflow Response Plan has been prepared in accordance
with Permit WQCS00236 Part II (9) Operation & Maintenance Requirements.
The purpose of this SSO Response Plan is to ensure proper SSO reporting and
minimize the adverse effects that may be caused by a Sanitary Sewer Overflow.
This plan was revised on February 26I 2018
This plan will be reviewed and/or updated annually to incorporate any changes in
contact information; system components, and/or personnel.
The objectives of this plan are listed below:
➢ To protect the public health and the environment
➢ To meet regulatory and permit requirements
➢ To develop and implement procedures to mitigate the effects of an SSO
➢ To protect collection system and wastewater treatment personnel
➢ To ensure the longevity of the collection system and wastewater treatment
plant equipment
➢ To protect both public and private property
➢ To minimize regulatory enforcement and/or penalties, resulting from a
spill/SSO
➢ To provide appropriate customer service

A. Receipt of Information Regarding a Sanitary Sewer Overflow
Sanitary Sewer Overflow's may be recognized and reported by system personnel
or by others. The System is responsible to act, in a timely manner, to all reports of
a possible SSO. Reports may be received via telephone, email, or by other means.
1. Typically reports received fiom the public will be received at Town Hall.
Personnel collecting information regarding a possible SSO, please obtain the
following:
a. Time and date call was received
b. Specific location
c. Description of problem
d. Time possible overflow was noticed
e. Reporter's name and phone number
f. Observations of the reporter
g. Relevant information that will enable system personnel to quickly locate,
assess and stop the overflow
2. Appropriate system personnel will be notified when a possible spill is reported.
All reports of a SSO must be investigated by staff within two hours. System
personnel must confirm the spill before it will be considered an SSO. Only after
confirmation by system personnel will a spill be considered an SSO.
3. As soon as possible, but no later than 24 hours of the confirmation of a re ortable
Sanitary Sewer Overflow, the NC DWR Raleigh Regional Office will be notified
according to the rules of NC Division of Water Resources. The rule is:
Sanitary Sewer Overflow (SSO) Reporting Requirements to the Division of
Water Resources
The Permittee shall verbally report to a Division of Water Resources staff
member at the appropriate Regional Office, as soon as possible, but in no case
more than 24 hours following first knowledge of the occurrence of either of the
following:
o 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
Voice mail messages or faxed information shall not be considered as the initial
verbal report. SSOs (and other types of spills) occurring outside normal
business hours may also be reported to the Division of Emergency Management
at telephone number [phone] or [phone].

4, Spills that are fully contained and removed quickly and are less than one thousand
gallons are not required to be reported to NC DWR. However, a full spill report
form will be filled out and kept on file.
B. Dispatch of Sewer Maintenance Personnel to Site of Sewer Overflow
Confirmation of a Spill / Sanitary Sewer Overflow will activate an immediate
response to isolate and correct the problem. Personnel and equipment shall be
available to respond to any and all SSO locations.
1. Dispatching Personnel Instructions
➢ When a spilUSSO is received by the system, Staff and equipment shall be
dispatched to isolate and correct the problem in a timely manner
➢ Staff will be dispatched by telephone or radio
➢ Dispatching personnel must verify that all notified staff have received the
message
2. Maintenance Personnel Instructions
➢ All dispatched staff should proceed immediately to the site of the spilUSSO.
Any delays and/or conflicts should be promptly reported to the manager
➢ Upon arrival at the site of the spill/SSO, staff will report any and all findings
to the appropriate supervisor. These findings should include damage to both
public and private property
3, Supervisor Instructions
➢ The Supervisor will dispatch additional personnel, supplies, and equipment
as needed or requested by dispatched staff
➢ The Supervisor will update the Public Works Director and/or Town Manager
on a continuing basis if the SSO and/or repairs are not easily abated and
fixed,
4. Initial Damage Assessment
➢ All dispatched staff must use discretionary action when responding to a
spilUSSO. Dispatched personnel must be aware that the System may be
responsible and/or liable for further damage to private property
➢ Dispatched personnel should not enter private property without authorization
from the Supervisor

➢ In order to thoroughly document the affected area, the dispatched staff will
take appropriate photos and/or video. Any photos and/or video will be
retained and filed with the spill/SSO report
5. Supervision and Inspection
➢ The Supervisor will ensure that the guidelines outlined in this SSO Response
Plan are properly implemented
➢ The Supervisor is responsible for properly notifying INC DWR Fayatteville
Regional Office within the amount of time specified within the reporting
requirement
➢ The Supervisor will coordinate with the Town Manager for the availability
of funds.
C. Spill/SSO Correction, Containment, and Clean-up
The objectives of the actions taken by system personnel are:
➢ To protect public health, the environment, and property from a spi1USS0
➢ To restore the surrounding area/property back to normal as quickly as
possible
➢ To establish an appropriate perimeter to contain the spill/SSO, using
equipment (traffic cones, barricades), existing infrastructure (fencing, etc.),
and/or natural boundaries (berm, ditch, stream, etc.)
➢ To notify the appropriate regulatory agencies within permitted timeframe
➢ To protect surface water from contamination
➢ To minimize regulatory enforcement and/or penalties, resulting from a
spill/SSO
1. Upon arrival at a spilUSSO, the dispatched system staff will perform the following:
➢ Determine the cause of the spill/SSO (collection line blockage, lift station
malfunction, line break, etc.).
➢ Report findings to Supervisor and identify or request additional personnel
and equipment to minimize the effects of the spill/SSO.
➢ Should it be determined the cause of the spill/SSO is not the responsibility
of the system, dispatched personnel will;
o Take appropriate action to protect public health, property (public and
private), and surface water bod5
es from immediate danger.

2. Containment of a spill/SSO will be of utmost priority and will include, but are not
limited to, the following measures:
➢ Determine the immediate destination of the spill/SSO (storm drain, water
body, ditch, etc.)
➢ Identify and request the necessary personnel and equipment to contain and
minimize the effects of the spill/SSO
➢ Take the appropriate, immediate action to contain the spill/SSO
3. Additional measures may be necessary to contain a prolonged spilUSSO. These
measures will be determined and implemented by the Supervisor.
4. Clean up of a spilUSSO will be prompt and thorough. The necessary measures will
be taken to eliminate any identifiable evidence of the spill/SSO.
➢ If possible, photos will be taken before and after clean up. Photos will be
filed with the spill/SSO report
➢ The affected area will be cleaned of any sewage and debris. All materials
collected will be properly disposed of
➢ The area will be secured to prevent public contact, until the affected area has
been thoroughly cleaned
➢ The spill/SSO site should be disinfected and deodorized, if appropriate
➢ If spill/SSO has affected a surface water body, the NC DWR Raleigh
Regional Office will be contacted for specific instructions.
D. Overflow Reporting
A written report to the NC DWR Raleigh Regional Office is required within five
days. The Supervisor will complete the required reports and submit them to the
NC DWR Raleigh Regional Office. Additional reporting requirements to the
public may be required based upon volume discharged.

For accurate reporting purposes, system personnel should gather the following
information:
Determine if the spill/SSO has affected any surface water bodies
Estimate the start time of the of the spill/SSO:
o Date/time reported and confirmed by system personnel
o Visual observations
Estimate the stop time of the spill/SSO:
o Date/time the blockage or equipment malfunction has been corrected
o Date/time system personnel arrived onsite, if spilUSSO stopped
before system personnel arrived
➢ Visual Observations
o Estimate the flow rate of the spilUSSO
o Estimate the volume of the spill/SSO
o Take photos for documentation
o Assess damage to public and private property (System personnel will
not enter private property to assess damage, unless authorized by the
Supervisor)
E. Customer Satisfaction
To ensure good public relations and customer satisfaction, the appropriate system
personnel will follow up with the reporting party. This follow up will include
it or telephone call. The Supervisor wi
either a personal visll determine the
information to be disclosed to the reporting party.

This Sanitary Sewer Overflow Response Plan will reviewed annually.
Amendments may include:
➢ Changes in procedure
➢ Changes in contact personnel
➢ Changes due to regulatory requirements
Appendix A —Contact Phone Numbers
Appendix B — Equipment List and Spare Parts Inventory

Ivivision ot Emergency Managemenf
Contact /Affiliation
Keith Hamm, Public Works Director
Philip A1sonlTown of Littleton
Ray Rightmeyer/RCR Construction
Bill Hux/Town of Weldon
Leo Green/Green Engineering
Dan Long/DL Septic Cleaning
Ferguson Inc/Billy Chappell
Rocky Mount Motors
Godwin Pumps
252/326-4996
252/532-3461
252/532-0702
252/536-9003
252/230-4381
252/578-0468
252/308-0571
252/450-5245
757/490-9505
wwtnna,townoflittleton-nc us

11
Irga'"
amp
Materials

Tawn of Littleton
Littleton. Collection .System
Pump Station Contingency Phan
�VQCS00236
The Tawn of Littleton operates and maintains five (5} duplex pump stations:. In the case of pump station
failure, the following steps will be taken:
I`ype of failure wilt be determined; iVlec}tanical or Electrical
s Electrical Failure
Y All duple, pump stations have standby onsite generators.
Control panel and wiring �vitl be checked attd repairs trade as indicated.
;*� Spare pars —.fuses, breakers. alternators, relays, etc —are availaFile for the more cattttnan
failures:
Electrical contractor will. be called as needed:
• MechanicaUPutnp Failure
�' Pump will be inspected to check for blockages
Control floats will be checked
If pump cannot be made aperatorial an -site:
■ Pumps mill be sent to pump/motor repair shop ar a pump repair company ���ill be
contacted for on -site repair,
r if both pumps in the pump station fail or if the remaining pump cannot attaintain the water
level;
A septage hauiing'cornpany will be contacted to pump out the pump station wet
wells as needed.
° Faur of the five pump stations have by-pass pump connections.

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Town of Littleton
_, _ ...-- _ $ �_ Hakfax County, Notch Carolina
Mack Gay Associafes, P.A,
Engineering � Surveying � Planning
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