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Inspection Checklist
General Information
6.0 " 1. Number of Pump stations jij
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CIP Budget Years
Documentation of
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Non reportable spills ) 00 A re—n—v vAs aI .,t I I yI 11 s
Customer complaints
Spare parts inventory —j�� f� fi y��� r' �f'`` ` ✓�6 / d�
Map of system % complete
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Pump Station Inspection Checklist
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Name S y, as ; No of Pumps 1 ✓ .
2�
Address Operational 'i =
2
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1
2
Housekeeping
Secure V'
Accessible
Identification Signage zd
Inspection Schedule Daily Weekly ✓` 5,,,.k
Wet Well — Floats
Free of debris
High water float
Telemetry
Audio -Visual :✓ ;/
SCADA
Alarm system tested for communications j=�, oV ' -6f
Emergency power Generator
Fuel tank .
Testing schedule
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs
z -e- _ ----
orta Quick -connect Onsiteh
Gallons per hour usage rate
Automatic
Px;4, A-4

Collection System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials
1. Manhole location or address
Cover present - vent and cover above grade - vent screened
Visible signs of overflow
Sinkholes and depressions
Good condition properly seated
Bypass structures or pipes present
Invert in good condition Size
Line free flowing and unrestricted
Excessive grease, roots, or sand
inches Pipe capacity 1/4 1/2 % diameter.
2. Right of Way - location or name of outfall line
Accessible
Free of sinkholes or depressions
No evidence of leakage
Free of non -utility motorized traffic
3. Aerials - High Priority lines
Exposed line of ductile material
Water crossings and supports in good condition
Level of debris on or behind line
Free of damage
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)

_ .... _- Pump .Station Inspection .Checklist _
Name of No Pumps 1
2 �.
Address Operational 1
p 21/ .
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1.
2
Housekeeping (�
Secure
Accessible +l� /
Identification Signage ✓
Inspection Schedule Daily Weekly S
Wet Well — Floats
Free of debris ✓�
High water float
Telemetry ✓- o %o LA/
-Audio-Visual •— ,
SCADA
Alarm system tested for communications
G lrc4 Ij k. -�
Emergency power Generator ✓ Portabole Quick -connect ' =Onsite�)
Fuel tank Gallons per hour usage rate
Testing schedule Automatic
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs

Collection System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials
s
1. Manhole location or address
p �1
Cover present - vent and cover abaiv-grade - vent screened
Visible signs of overflow v
Sinkholes and depressions
Good condition properly seated
Bypass structures or pipes present
Invert in good condition Size inches Pipe capacit 1/4 %2 3/4 diameter.
Line free flowing and unrestricted
Excessive grease, roots, or sand
2. Right of Way - location or name of outfall line A. FH / i
�5� —7 @� 2-
Accessible
Free of sinkholes or depressions
No evidence of leakage
Free of non -utility motorized traffic
3. Aerials - High Priority lines
d�✓ P1 ✓, pA
Exposed line of ductile material
Water crossings and supports in good condition
Level of debris on or behind line
Free of damage
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)
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Address
Pump Station Inspection Checklist
Housekeeping
Secure
Accessible
Identification Signage
Inspection Schedule Daily Weekly
Wet Well — Floats
Free of debris
High water float
Telemetry
Audio -Visual
SCADA
Alarm system tested for communications
Emergency power Generator
Fuel tank
Testing schedule
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs
No of Pumps 1
2
Operational 1
2
Capacity of each (gpm)
1
2
Runtime hour meter reading average
I
2
Portable Quick -connect
Gallons per hour usage rate
Automatic
Onsite

Collection System Inspection Checklist
p Manholes- Lines- Right Of Way- Aerials
1. Manhole ocdltion or address
Cover present - vent and cover above grade - vent screened
Visible signs of overflow ,
Sinkholes and depressions
Good condition properly seated /
Bypass structures or pipes present v r
Invert in good condition Size inches Pipe capacity 1/4 %2 3/4 diameter.
Line free flowing and unrestricted
Excessive grease, roots, or sand
2. Ri ht of Way - location or name of outfall line
AOL
/ cc�sible f l
Free of sinkholes or depressio}s'�/ j"`" ° -✓�
�i9 No evidence of leakage
u b dl , Free of non -utility motorized traffic
3. Aerials,- High Priori y lines
Exposed line of ductile material
Water crossings and supports in goon condition /"
Level of debris on or b htrid line
Free of damage
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)

Pump Station Inspection Checklist
Name�q No of Pumps 1
2
Address Operational 1
2 r/
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1
2
Housekeeping
Secure r/
Accessible i✓
Identification Signage �~ �► 4
Inspection Schedule Daily Weekly 5;/•��
Wet Well — Floats
Free of debris
High water float ,�
Telemetry Z/
Audio -Visual
SCADA
Alarm system tested for communications
FF
Emergency power Generator Portable K Quick -connect Onsite
Fuel tank Gallons per hour usage rate
Testing schedule Automatic
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs

Collection System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials
1. Manhole location or address
Cover present - vent and cover above grade - vent screened
Visible signs of overflow
Sinkholes and depressions
Good condition properly seated
Bypass structures or pipes present
Invert in good condition Size inches Pipe capacity I/4 1/2 3/a diameter.
Line free flowing and unrestricted
Excessive grease, roots, or sand
2. Right of Way - location or name of outfall line
Accessible
Free of sinkholes or depressions
No evidence of leakage
Free of non -utility motorized traffic
3. Aerials - High Priority lines
Exposed line of ductile material
Water crossings and supports in good condition
Level of debris on or behind line
Free of damage
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)

Name
Address
Housekeeping.
Pump Station Inspection Checklist
e ,2-- No of Pumps 1 �J
2 �.,'.
Secure v/
Accessible ✓��
Identification Signage
Inspection Schedule Daily
Operational 1
2
Capacity of each (gpm)
1
2
Runtime hour meter reading average
l�
2
Weekly S/u,k
Wet Well — Floats
Free of debris i✓
High water float
Telemetry
Audio -Visual
SCADA
Alarm system tested for communications Ll---�
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Emergency power Gener tor Portable Quick -connect 0nsi e
Fuel tank . %v,L, Gallons per hour usage rate
Testing schedule Automatic
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs

Collection System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials
1. Manhole locatio�i or address
Cover present - vent and cover above grade - ventcreened
Visible signs of overflow v✓_
Sinkholes and depressions
Good condition properly seated
Bypass structures or pipes present
Invert in good condition Size inches Pipe capacity 1/4 1/2 % diameter.
Line free flowing and unrestricted j '
Excessive grease, roots, or sand
2. Right of Way - location or name of outfall line
Accessible
Free of sinkholes or depressions
No evidence of leakage
Free of non -utility motorized traffic
3. Aerials - High Priority lines
Exposed line of ductile material
Water crossings and supports in good condition
Level of debris on or behind line
Free of damage
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)

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( Harrisburg
The, rt?k side, of opportwi&y
Town of Harrisburg
Wastewater Collection System
Annual Performance Report
(January through December 2015)
General Information
System Name: Town of Harrisburg Collection System
Responsible Entity: Town of Harrisburg
Persons in Charge: Gregory Peifer, System Operator
Andrew Ulrich, Back Up Operator
Applicable Permits: Collection System Permit # WCQS00328
Description of Collection System:
The Town of Harrisburg Wastewater Collection System consists of 108 miles of gravity
Collection lines, 7 miles of force main lines and 22 wastewater pump stations. The
purpose of wastewater collection system is to transport the sewage generated by the
Town's 7500 customers; residential, commercial and industrial, to the Rocky River
Regional Wastewater Treatment Plant. The Rocky River Wastewater Treatment Plant is
owned and operated by the Water and Sewer Authority of Cabarrus County. The Town's
collection system came into existence in 1974 and continues to be upgraded to the
system we operate today.
Performance
The Town of Harrisburg's Public Works Department performs the operation and
maintenance of the collection system. Our system serves approximately 14000
residents. There are two crews that perform this service for the Town. One crew is
dedicated to the upkeep and maintenance of the 22 wastewater pump stations. This
crew visits the pump stations daily and maintains the stations through cleaning and
sludge removal. One crew is responsible for line cleaning, inflow- infiltration, service
installations, repairs to the system and inspection and mowing of our sewer right of
ways. This crew also investigated 51 sewer related problems called in by our customers.
4100 Main Street, Suite 101, PO Box 100, Harrisburg, North Carolina 28075
t 704-455-5614 f 704-455-1206 harrisburgnc.org facebook.com/harrisburgnc

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The Public Works Department is continually performing maintenance and
rehabilitation projects to insure our system functions efficiently. We have cleaned 13.7
miles of gravity sewer lines to clear built up grease and debris. We continue to smoke test
our lines to locate areas of inflow problems. There was one reportable sanitary sewer
overflow in the last calendar year. It was a 600 gallon spill near 5407 Leatherwood Lane and
was reportable because a small amount reached surface waters. This was caused by pipe
failure of the force main.
The Town of Harrisburg also continues to decommission pump stations when it is
feasible. We are in the process of eliminating two pump stations this year and should be
completed in early 2016. These pump stations are located in the Highland Ridge subdivision
and Planters Row Subdivision. As soon as these pump stations go off line the Town will be
rehabilitating manholes in the Oaks Estate subdivision.
The Town of Harrisburg continues to enforce the Fats, Oil and Grease Program
implemented in 2006. We have information about our FOG program our website so it is
readily available for our customers. We also mail FOG related flyers, these flyers were sent
out in February and September of last year.
Availability of Report
A copy of this report will be posted and available at Town Hall 4100 Main Street Harrisburg,
North Carolina; and on the Town's website at www.harrisburgnc.org
Certification
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users and
customers of the Town of Harrisburg.
Date
Town of Harrisburg
Gregory Peifer
Superintendent of Public Works
Town of Harrisburg 4100 Main Street, Suite 101, PO Box 100, Harrisburg, North Carolina 28075
t 704-455-5614 f 704-455-1206 harrisburgnc.org face boo k.comlharrisburgnc

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Inspection Checklist
2�0,o©o5�v� General Information
�o% 1. Number of Pump stations I �(
2. SCADA system PS 0
3. Telemetry PS
4. Audible and Visual only
S. Generators Permanent
a. Frequency tested
Generators Portable
A. Quick -connect plugin
PS
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Pump stations served by same generator.
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�r � 55-
Sewer Use Ordinanc 7 � �S s ' •'��
Enforcements Last Year
`� 'J'a
FOG Program
j
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Inspections
Public ED How
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Annual Report Date -
Root Control Program —4 , -S - G u n/f���`
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CIP Budget $ Years
20 15-�� �� v✓ram
Documentation of
1. Line Cleaning (10%)
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2. High priority lines (6 m``os)•- ` y df-� z �'�`✓%� ��'� s l� p/L .%
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3. System observation annual � d � - " � % � j-f ",� e- V -'y 'I
4. ROW mowing ,Ym � � , -, s - .�, lµ =- Y ( d
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Review logs for PS ®&M 4-Ih„�-i�
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Reportable Spills jai S
C +! cI d �Q �✓ v 1 c e-S G H ie� a� ��/'�,� s
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Repeat Location/Cause
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Dion reportable spills
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Customer complaints
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?ice sy S4—.-- t •� C.v
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Spare parts inventory
Map of system
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Pump Station Inspection Checklist
Name
Address
Housekeeping
Secure �.
Accessible /
Identification Signage
Inspection Schedule Daily Weekly
No of Pumps 1 L--'._
2 L----
Operational 1 /
2
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1
2
Wet Well — Floats J�
Free of debris
High water float coho c�•$�l 7� c�%� sysT� ..ti,' 4 ��d
Telemetry -- i,-'
Audio -Visual -- j.
SCADA
Alarm system tested for communications
Emergency power Generator
Fuel tank
Testing schedule
Bypass pumping configured
Overflow piping a//
Manhole upstream
Inspection Logs
Portable Quick-connectnsite
Gallons per hour usa e rate ( YA o >i+-
p
Automatic — �.� �� i /— Fr ,
1

Collection System. Inspection Checldist...._
Manholes- Lines- Right Of Way- Aerials
1. Manhole location or address s �/101
Cover present - vet amend cover hbove grade nee ee
Visible signs of overflow
Sinkholes and depressions
Good condition properly seated
Bypass structures or pipes present L_,�'
Invert in good condition Size 1 inches Pipe capacitap 1/2 % diameter.
Line free flowing and unrestricted
Excessive grease, roots, or sand ✓�
2. Right of Way - location or name of outfall line
Accessible V
Free of sinkholes or depressions/
No evidence of leakage ✓ /
Free of non -utility motorized traffic V
3. Aerials - High Priority line
Exposed line of ductile material
Water crossings and supports in good condition L,-'_ e +1 ii
J "1 c Y ,e,. " K O F 1
Level of debris on or behind 1'ne
Free of damage
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)
.z

Name
Address
Pump Station -Inspection Checklist
FIX !/ r-, [ -0 40 ,1
No of Pumps 1 f/
2
Operational 1
2
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1
2
Housekeepin
Secure
Accessible
Identification Signage�' s
Inspection Schedule Daily e y
Wet Well — Floats
Free of debris 3
High water float u f 1
Telemetry 0 1 �
Audio -Visual ✓ i/ VA
SCADA
Alarm system tested for communications
Emergency power Generator
Fuel tank
Testing schedule
Bypass pumping configured
Overflow piping h
Manhole upstream
Inspection Logs
Portable Quick -connect Onsite
Gallons per hour usage rate
Automatic

Collection System Inspection Checkfist.....__ .....
Manholes- Lines- Right Of Way- Aerials
I. Manhole location or address
Cover present - vent and cover above grade - vent screened
j � i •� ro"�c(
Visible signs of overflow V
Sinkholes and depressions �/-
Good condition properly seated t/
Bypass structures or pipes present
Invert in good condition Size inches Pipe capaci 1/a %2 3/4 diameter.
Line free flowing and unrestricted
Excessive grease, roots, or sand (�p .
2. Right of Way - location or name of outfall line
Accessible
Free of sinkholes or depressions
No evidence of leakage
Free of non -utility motorized traffic
3. Aerials - High Priority lines
Exposed line of ductile material
Water crossings and supports in good condition
Level of debris on or behind line
Free of damage
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)

Pump Station Inspection Checklist
Name No of Pumps 1 /
2 ✓
Address Operational 1
2
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1
2
Housekeeping
Secure l/
Accessible
Identification Signage V
Inspection Schedule Daily
Weekly — -5 4 , _ S
Wet Well — Floats
Free of debris
High water float
Telemetry —
S��
Audio -Visual ���
SCADA
Alarm system tested for communications t/"
Emergency power Generator
Fuel tank
Testing schedule
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs
P rtable uicic- onnect Onsite
Ga ons per hours
Automatic

Collection System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials
1. Manhole location or address f s
Cover resent -vent and cover above rade
p g v nt s ened
✓yK�
Visible signs of overflow ►/
Sinkholes and depressions i/v�
Good condition properly seated
Bypass structures or pipes present
Invert in good condition Size . inches Pipe capacity'/a 1/2 % diameter.
Line free flowing and unrestricted ✓
Excessive grease, roots, or sand
2. Right of Way - locationorname of outfall line
Accessible v
Free of sinkholes or depressions
No evidence of leakage
Free of non -utility motorized traffic
3. Aerials - High Priority lines
Exposed line of ductile material
Water crossings and supports in good condition
Level of debris on or behind line
Free of damage
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)

Name
Address
Pump Station Inspection Checklist
ke' v s , -�5 4_�o n
Housekeeping
Secure t/
Accessible
Identification Signage
Inspection Schedule Daily Weekly S X
No of Pumps 1
2
Operational l
2
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1
2.
Wet Well - Floats '
Free of debris L;/�
High water float
Telemetry -r-�-
i
Audio -Visual &IL1��q ✓ — l dw��av` Tom cor+ r�
SCADA
Alarm system tested for communications
Emergency power enerato Portable Quick -connect nsrt- e '�
y" - « 4uel tank d� vs. `' Gallons per hour usage rate
Testing schedule o �� Al,Automatic
Bypass p configured 2 S
Overflow piping ✓ — 4- s 4 � J
Manhole upstream
Inspection Logs

Collection System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials
1. Manhole location or address s ;A ir
Cover present - ved-a-nd cover d e grade - ve reened
Visible signs of overflow -t/
Sinkholes and depressions L�
Good condition properly seated
Bypass structures or pipes present C�
Invert in good condition Size inches Pipe capacity 1/4 1/2 3/4 diameter.
Line free flowing and unrestricted
Excessive grease, roots, or sand
2. Right of Way - location or name of outfall line
Accessible ✓ J.3 1 � a
Free of sinkholes or depressions v y..6Qy
No evidence of leakage z/
Free of non -utility motorized traffic E---'
3. Aerials - High Priority lines
Exposed line of ductile material
Water crossings and supports in good condition
Level of debris on or behind line
Free of damage
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)

Pu-mp Station Inspection -Checklist -
Name n u 11 - -W ; No of Pumps 1
2
Address Operational l
2
Capacity of each (gpm)
1
2
Runtime hour meter reading average
1.
2
Housekeeping
Secure
Accessible V
Identification Signage t" / _ Z j
Inspection Schedule Daily Weekly/sA. 7C J f
Wet Well - Floats
Free of debris ;",1 ` ^ ` w` a
High water float — p w < I . � ,, " � -- 4 `'-
Telemetry
Audio -Visual- L�
SCADA !/
Alarm system tested for communications
Emergency power Generator -Portable Quick -connect =Onsite
Fuel tank /Va+- 61."L5 Gallons per hour usage rate
Testing schedule ' Automatic
Bypass pumping configured
Overflow piping
Manhole upstream
Inspection Logs
M15s,2�-,
k a F-� r.' z o-

Collection -System Inspection Checldist
Manholes- Lines -.Right Of Way- Aerials
1. Manhole location or address % S f
Cover present - p-d-a-nd cover above grade - v_ent-sc_Feen:ed—
Visible signs of overflow
Sinkholes and depressions
Good condition properly seated
Bypass structures or pipes present l/
2,
Invert in good condition Size inches Pipe capaci 1/4 1/2 3/4 diameter.
Line free flowing and unrestricted
Excessive grease, roots, or sand �r
2. Right of Way - location or name of outfall line
Accessible
Free of sinkholes or depressions
No evidence of leakage
Free of non -utility motorized traffic
3. Aerials - High Priority lines
Exposed line of ductile material '
Water crossings and supports in good condition
Level of debris on or behind line c r
Free of damage Z/- 4%
Right of Way mowing records
Visual inspection of off street lines
General observation of system (annual)
41 o P sn

-414)o- C Harrisburg NC
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Town of Harrisburg
Wastewater Collection System
Annual Performance Report
(January through December 2014)
General information
System Name: Town of Harrisburg Collection System
Responsible Entity: Town of Harrisburg DECEIVED/DENR/DWR
JAN 2,j IU1a
Persons in Charge: Gregory Pelfer, System Operator Water Quality
Andrew Ulrich, Back Up Operator Permitting Sectiar►
Applicable Permits: Collection System Permit # WCQS00328
Description of Collection System:
The Town of Harrisburg Wastewater Collection System consists of 105 miles of gravity
Collection lines, 7 miles of force main lines and 23 wastewater pump stations. The
purpose of wastewater collection system is to transport the sewage generated by the
Town's 7000 customers; residential, commercial and industrial, to the Rocky River
Regional Wastewater Treatment Plant. The Rocky River Wastewater Treatment Plant is
owned and operated by the Water and Sewer Authority of Cabarrus County. The Town's
collection system came into existence in 1974 and continues to be upgraded to the
system we operate today.
Performance
The Town of Harrisburg's Public Works Department performs the operation and
maintenance of the collection system. Our system serves approximately 14000
residents. There are two crews that perform this service for the Town. One crew is
dedicated to the upkeep and maintenance of the 23 wastewater pump stations. This
crew visits the pump stations daily and maintains the stations through cleaning and
sludge removal. One crew is responsible for line cleaning, inflow- infiltration, service
installations, repairs to the system and inspection and mowing of our sewer right of
ways. This crew also investigated 35 sewer related problems called in by our customers.
4100 Main Street, Suite 101, PO Box 100, Harrisburg, North Carolina 28075
t 704-455-5614 f 704-455-1206 harrisburgnc.org facebook.com/harrisburgnc

The Public Works Department is continually performing maintenance and rehabilitation
projects to insure our system functions efficiently. We have cleaned 12.1 miles of
gravity sewer lines to clear built up grease and debris. We continue to smoke test our
lines to locate areas of inflow problems. There were no reportable sanitary sewer
overflows in the last calendar year.
The Town of Harrisburg also continues to decommission pump stations when it is
feasible. We eliminated two pump stations in the Bradford Park subdivision last year.
We also were able to purchase the sewer system for the Huntwick Subdivision, this
system had a treatment plant that was immediately tied in to the Fuda Creek out fall
line.
The Town of Harrisburg continues to enforce the Fats, Oil and Grease Program
implemented in 2006. We have information about our FOG program our website so it is
readily available for our customers. We also mail FOG related flyers.
Availability of Report
A copy of this report will be posted and available at Town Hall 4100 Main Street
Harrisburg, North Carolina; and on the Town's website at www.harrisburgnc.org
Certification
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users and
customers of the Town of Harrisburg.
6-
Town of Harrisburg
Gregory Peifer
Superintendent of Public Works
Town of Harrisburg 4100 Main Street, Suite 101, PO Box 100, Harrisburg, North Carolina 28075
t 704-455-5614 f 704-455-1206 harrisburgnc.org facebook.com/harrisburgnc

Harrisburg NC
Tlt&Y' kt sid& of otrorl
Town of Harrisburg
Wastewater Collection System
Annual Performance Report
(January through December 2014)
General Information
System Name; Town of Harrisburg Collection System
Responsible Entity: Town of Harrisburg
Persons in Charge: Gregory Peifer, System Operator
Andrew Ulrich, Back Up Operator
Applicable Permits: Collection System Permit # WCQS00328
Description of Collection System:
RECEIVED/DENR/DWR
JAN 23 I015
Permaitting Se jon
The Town of Harrisburg Wastewater Collection System consists of 105 miles of gravity
Collection lines, 7 miles of force main lines and 23 wastewater pump stations. The
purpose of wastewater collection system is to transport the sewage generated by the
Town's 7000 customers; residential, commercial and industrial, to the Rocky River
Regional Wastewater Treatment Plant. The Rocky River Wastewater Treatment Plant is
owned and operated by the Water and Sewer Authority of Cabarrus County. The Town's
collection system came into existence in 1974 and continues to be upgraded to the
system we operate today.
Performance
The Town of Harrisburg's Public Works Department performs the operation and
maintenance of the collection system. Our system serves approximately 14000
residents. There are two crews that perform this service for the Town. One crew is
dedicated to the upkeep and maintenance of the 23 wastewater pump stations. This
crew visits the pump stations daily and maintains the stations through cleaning and
sludge removal. One crew is responsible for line cleaning, inflow- infiltration, service
installations, repairs to the system and inspection and mowing of our sewer right of
ways. This crew also investigated 35 sewer related problems called in by our customers.
4100 Main Street, Suite 101, PO Box 100, Harrisburg, North Carolina 28075
t 704-455-5614 f 704-455-1206 harrisburgnc.org facebook.com/harrisburgnc

t��
The Public Works Department is continually performing maintenance and rehabilitation
projects to insure our system functions efficiently. We have cleaned 12.1 miles of
gravity sewer lines to clear built up grease and debris. We continue to smoke test our
lines to locate areas of inflow problems. There were no reportable sanitary sewer
overflows in the last calendar year.
The Town of Harrisburg also continuesto decommission pump stations when it is
feasible. We eliminated two pump stations in the Bradford Park subdivision last year.
We also were able to purchase the sewer system for the Huntwick Subdivision, this
system had a treatment plant that was immediately tied in to the Fuda Creek out fall
line.
The Town of Harrisburg continues to enforce the Fats, Oil and Grease Program
implemented in 2006. We have information about our FOG program our website so it is
readily available for our customers. We also mail FOG related flyers.
Availability of Report
A copy of this report will be posted and available at Town Hall 4100 Main Street
Harrisburg, North Carolina; and on the Town's website at www.harrisburgnc.org
Certification
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users and
customers of the Town of Harrisburg.
Date 115
Town of Harrisburg
Gregory Peifer
Superintendent of Public Works
Town of Harrisburg 4100 Main Street, Suite 101, PO Box 100, Harrisburg, North Carolina 28075
t 704-455-5614 f 704-455-1206 harrisburgnc.org facebook.com/harrisburgnc

Mayor — Timothy B. Hagler
Isaacs
Mayor Pro- Tem — Rick Russo
Leepard
Councilman Chad Barrcan
Phillips
Councilman Phil Cowherd
Sciascia
Councilman David l
Councilman Brian
Councilman Jeff
Councilman Steve
Town of Harrisburg: Wastewater Collection System REc.i--IVFD
Annual Performance Report DIVISION C)F WATER QUALITY
(January through December 2011)
JAN 19 2012
1. General Information ���R�a�$� i �: IONAL OFFICE
System Name: Town of Harrisburg Collection System h
Responsible Entity: Town of Harrisburg JAN 17 2012
L
FCO) IPITS )U C L- BR"r
Persons in Charge: Gregory Peifer, Wastewater Manager, System Op,�r'I I
e ator -- —
Andrew Ulrich, Back Up System Operator
Applicable Permits: Collection System Permit #WCQS00328
Description of Collection System:
The Town of Harrisburg Wastewater Collection System consists of 84 miles of collection lines
with 19 sewer lift stations. The system also consists of approximately 6000 service connections
for residential, commercial and industrial customers. The purpose of the wastewater collection
system is to transport the sewage generated by the town's customers to the Rocky River
Regional Wastewater Treatment Plant which is owned and operated by the Water and Sewer
Authority of Cabarrus County.
2. Performance
The Town of Harrisburg's Public Works Department Wastewater Division performs the
operation and maintenance of the Town's collection system, which serves approximately 11,000
residents. There are two crews that provide this service for the town. One crew is dedicated to
the 19 lift stations upkeep and maintenance. This crew visits these stations daily and maintains
these stations through cleaning and sludge removal. One crew is responsible for the cleaning,
inflow — infiltration, service installations, repairs to the system and mowing of the sewer right of
ways. The wastewater department is continually performing maintenance and rehabilitation
projects to insure our system functions efficiently. We have cleaned 14 miles of sewer lines to
clear built up sediment, grease, and debris. We also smoke tested 12 miles of sewer lines to
identify points of inflow and other sewer defects. As a result of the smoke testing there were 150
P.O. B®X 100 Harrisburg NC 28075
Phone: [phone] FAX.- [phone] ccrstonaersei7,iceWtarrisburgnc.org

Mayor — Thnothy B. Hagler
Isaacs
Altgor Pro -Terry — Rick Russo
Leepard
Councilman Chad Baucom
Phillips
Councilman Phil Cowherd
Sciascia
Councilman David
Councilman Brian
Councilman JI ff
Councilrnan Steve
service repairs, these were mainly sewer clean out plugs. During the past year there were 66
service and inspections calls on sewer related problems.
With the cooperation of the Water and Sewer Authority of Cabarrus County, the Town has been
able to decommission 3 lift stations over the last year. They also assisted the Town with sanitary
sewer flow monitoring and other services, as needed, to identify infiltration and inflow sources in
our collection system. It was determined that our system was in overall good condition.
There were no sewer spills in the last calendar year, reportable or non -reportable.
The Town of Harrisburg is enforcing the Fats, Oil and Grease Program implemented in 2006.
We inspect 23 businesses monthly to ensure they are in compliance.
The Town of Harrisburg will continue with our sewer flow monitoring program started in the
spring of 2010. This program is used to determine any inflow and infiltration issues. This year
we completed flow monitoring in the Valhalla and Hillcrest area. As a result of this monitoring
we located and repaired 20 manholes in those areas.
3. Availability of Report
A copy of this report will be posted and available at Town Hall 4100 Main Street Harrisburg,
North Carolina; and on the Town's website at www.harrisburgne.org
4. Certification
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users and customers
of the To)n of Harrisburg. zi
Date /
Town of ffarrisburg v
Gregory Peifer
Wastewater Collection Manager
P.O. BOX I00 Harrisburg NC 25075
Phone: [phone] FAX. [phone] custorrrerservice(c�jrarisbrrrgrrc.org

TOWN OF HARRISBURG
!
WATER & SEWER UAYITAL IMYKOVEiV1EINT FROGRAM (YY 2012-16)
TOTAL
PROPOSED
PROJECT
PRIOR
5 - YEAR SCHEDULE
PROJECT DESCRIPTION
FUNDING
COST
YEAR
(FY12 - FY16)
($ 000's)
SOURCE
FY 11-16
2010-11
2011-12
2012-13
2013-14
2014-15
2015-16
PROJECT TITLE DESCRIPTION
Acquisition of Cabarrus Woods W&S Systems
Financing
$6,001
$6,001
-
Well 93 Treatment Facility
Financing
$775
W
$719
Well #1 & 2 Pumping & Treatment Facility
Financing
$1,092
-$66
$1,026
_Hickory Ridge HS 6" WL Loop to Stallings
Developer
$69
$69
Rocky River Road 16" WL to Well #4
Developer
$389
$389
uniwic 5ewer . -c u11110
�IQ_40q
Patricia Avenue 6" WL Replacement
Financing
$266
$24
$242
Oakside Drive 6" WL Replacement
Financing
$246
$22
$224
Autumn Lane 6" WL Replacement
Financing
$238
$22
$216
Hudson Drive 6" WL Replacement
Financing
$194
$18
$176
Hickory Ridge Road 12" WL to Rocky River
Financing
$569
$52
$517
Pharr Mill Road 12" WL to Sequoia Hills Drive
Financing
$519
$47
$472
Stallings Road 8" WL & Heatherstone FHs
Financing_
$703
$64
$639
Rocky River Road 16" WL to Stallings
Financing
$1,770
$161
$1,609
Heatherstone Well #1 & 2 Treatment Facility
Financing
$1,054
$179
$875
fS quota HiIls W & S
Vin ing
$i�r 6i
Master Meter SCADA Flow Monitoring
Financing
$171
$lb
$155
p Statio SC +
„'manning
$529
OEM$97
xun • S at.o Eva, _ _ � , lacements
`nanemg ,, �5
t
9
+ ay Farm Pum Sta Decnissog
inancu�g
${1
io , an" &Wge utn a Ti
12
y
�284
Well #4 Pumping & Treatment Facility
Financing
$750
$115
$635
Public Works Facility
Financing
$5,200
$700
$4,500
Master Plan Update & Flow Monitoring
Financing
$50
$50
Farmington Ridge Connection to Tom Query
Financing
$33
$33
Heartwood & Meadows meter area SSES
Financing
$2,332
$132 $2,200
Riverside meter area SSES
Financing
$924
$84 $840
1 $3,087

q-1--culat, 6U,1 /
Sifford, Barbara
From: Greg Peifer [[e-mail]]
Sent: Wednesday, September 08, 2010 7:04 AM
To: Sifford, Barbara
Subject: RE: Sewer service Cut-offs
You don't have to send a letter to him.
From: Sifford, Barbara [mailto:[e-mail]]
Sent: Tuesday, September 07, 2010 2:31 PM
To: Greg Peifer
Subject: RE: Sewer service Cut-offs
No letter then!
From: Greg Peifer [mailto:[e-mail]]
Sent: Tuesday, September 07, 2010 2:28 PM
To: Sifford, Barbara
Subject: RE: Sewer service Cut-offs
He paid his bill today and we just opened his line up, so he is not spilling any sewer now.
G reg
From: Sifford, Barbara [mailto:[e-mail]]
Sent: Tuesday, September 07, 2010 1:10 PM
To: Greg Peifer
Subject: RE: Sewer service Cut-offs
I just wanted to check, I'll send the NOV I was out suddenly on Thursday and Friday last week and didn't have it finished
it will go today.
From: Greg Peifer [mailto:[e-mail]]
Sent: Tuesday, September 07, 2010 1:01 PM
To: Sifford, Barbara
Subject: RE: Sewer service Cut-offs
Barbara,
When they are not using water it does not run out. Last Friday Mr. McCarthy's neighbor was out when we went to
check on it. There was water running down his driveway into storm drain and he was questioning him about it. We
showed them both the clean -out it was running out of. I am surprised that Mr. Troutman did not see the mess at the
clean -out. I have heard he is trying to make arrangements to pay his bill now. So far we don't have any problems at the
other services. Thanks again for your help,
Greg
From: Sifford, Barbara [mailto:[e-mail]]
Sent: Tuesday, September 07, 2010 10:40 AM
To: Greg Peifer
Subject: RE: Sewer service Cut-offs
I notified Cabarrus Co Health Dept about this for their notification of what was going on. David Troutman said he did not
see sewer on the ground when he went by this residence. Only children were at home when he stopped by last week.

From: Greg Peifer [mailto:[e-mail]]
Sent: Wednesday, September 01, 2010 12:11 PM
To: Sifford, Barbara
Subject: RE: Sewer service Cut-offs
Barbara,
The resident's name is Ryan McCarthy 8508 Quay Farms Court Harrisburg, NC 28075. He receives mail at that address.
Thanks,
Greg
From: Sifford, Barbara [mailto:[e-mail]]
Sent: Wednesday, September 01, 2010 11:59 AM
To: Greg Peifer
Subject: RE: Sewer service Cut-offs
I can send an NOV, do you have resident name and is the mailing address at the house location?
From: Greg Peifer [mailto:[e-mail]]
Sent: Wednesday, September 01, 2010 11:53 AM
To: Sifford, Barbara
Subject: RE: Sewer service Cut-offs
Barbara,
We checked the sewer service at 8508 Quay Farms Court and sewage is coming out of their clean -out beside their
house. It is running into a catch basin in front of their house and I believe it will reach surface water shortly. If we get
rain it will be in surface water. Do I need to report this leak? If you come to check it out, please feel free to call me and I
will go with you or meet you there.
Thank you for your help,
Greg Peifer
Town of Harrisburg
PO Box 100
Harrisburg, NC 28075
From: Sifford, Barbara [mailto:[e-mail]]
Sent: Monday, August 23, 2010 9:25 AM
To: Greg Peifer
Subject: RE: Sewer service Cut-offs
I'm assuming these connections do not have water and sewer so that you could just cut off the water ? Have you
notified the local health department about your concerns of sewer discharging to the yard. Let me know if any of this
reaches surface water then we will enforce.
From: Greg Peifer [mailto:[e-mail]]
Sent: Monday, August 23, 2010 8:05 AM
To: [e-mail]
Subject: Sewer service Cut-offs
Dear Ms. Sifford,
I just wanted to let you know on Thursday the 26`h we will be plugging three sewer services. These were people that
claimed they were on septic tanks, and refused to pay. The town took them to court and the Judge ruled that we can
unhook their services.
The addresses are: 8000 Middleton Circle
2

or L-,
8509 Indian Summer Trail
8508 Quay Farms Court
If you need more information please feel free to call.
Greg Peifer
Town of Harrisburg
PO Box 100
Harrisburg, NC
Cell-704-239-9762
Or 704-701-8950

liras crr — Tlonothy d3. Hagler
Lsaaav
Leep aril
Councilman Chad Bunewn
Phillips
t.'nunellnafan .Phil Cowherd
sd asein
Councilnian D avid
t;aanncalrntan Brian
(;rraancilnum .deff
t"`ouneilinzan 'free
Town of Harrisburg: Wastewater Collection System
Annual Performance Report
(January through December 2011)
1. General Information
System Name: Town of Harrisburg Collection System
Responsible Entity: Town of Harrisburg
Persons in Charge: Gregory Peifer, Wastewater Manager, System Operator
Andrew Ulrich, Back Up System Operator
Applicable Permits: Collection System Permit #WCQS00328
Description of Collection System:
The Town of Harrisburg Wastewater Collection System consists of 84 miles of collection lines
with 19 sewer lift stations. The system also consists of approximately 6000 service connections
for residential, commercial and industrial customers. The purpose of the wastewater collection
system is to transport the sewage generated by the town's customers to the Rocky River
Regional Wastewater Treatment Plant which is owned and operated by the Water and Sewer
Authority of Cabarrus County.
2. Performance
The Town of Harrisburg's Public Works Department Wastewater Division performs the
operation and maintenance of the Town's collection system, which serves approximately 11,000
residents. There are two crews that provide this service for the town. One crew is dedicated to
the 19 lift stations upkeep and maintenance. This crew visits these stations daily and maintains
these stations through cleaning and sludge removal. One crew is responsible for the cleaning,
inflow — infiltration, service installations, repairs to the system and mowing of the sewer right of
ways. The wastewater department is continually performing maintenance and rehabilitation
projects to insure our system functions efficiently. We have cleaned 14 miles of sewer lines to
clear built up sediment, grease, and debris. We also smoke tested 12 miles of sewer lines to
identify points of inflow and other sewer defects. As a result of the smoke testing there were 150
At?. BOX llif? drarrlsl3aar NC 280/7
Phone: [phone] F4—Y. [phone] enslonaeaervic r6lcarrisl�arrlaac.rrr��

Aigyor — Timothy 13. Hugler
Isaacs
luau Pro- Tent -- Rick Russo
L eep arai
(.7ounellmaun Chad Banc om
Phillips
(701 ellmraan .flail t rrwherd
Sciaasciar
C nurac•iinuin David
C"olincilmuan llaPla
"arramc�ihazcera ,1a�f1'
t: oundlinan .Steve
service repairs, these were mainly sewer clean out plugs. During the past year there were 66
service and inspections calls on sewer related problems.
With the cooperation of the Water and Sewer Authority of Cabarrus County, the Town has been
able to decommission 3 lift stations over the last year. They also assisted the Town with sanitary
sewer flow monitoring and other services, as needed, to identify infiltration and inflow sources in
our collection system. It was determined that our system was in overall good condition.
There were no sewer spills in the last calendar year, reportable or non -reportable.
The Town of Harrisburg is enforcing the Fats, Oil and Grease Program implemented in 2006.
We inspect 23 businesses monthly to ensure they are in compliance.
The Town of Harrisburg will continue with our sewer flow monitoring program started in the
spring of 2010. This program is used to determine any inflow and infiltration issues. This year
we completed flow monitoring in the Valhalla and Hillcrest area. As a result of this monitoring
we located and repaired 20 manholes in those areas.
3. Availability of Report
A copy of this report will be posted and available at Town Hall 4100 Main Street Harrisburg,
North Carolina; and on the Town's website at www.hatTisburgne.org
4. Certification
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users and customers
of the Town of Harrisburg.
Date
Town of Harrisburg
Gregory Peifer
Wastewater Collection Manager
AO. BOX 100 Harrishufg N(.7280175
Phone: [phone] FAY. (704) 45.5-I206 cust€am ervervic•e i;°hrarrisburginc.oig

Town of Harrisburg - FATS, OILS AND GREASES CONTROL ORDINANCE
A. Scope and Purpose
To aid in the prevention of sanitary sewer blockages and obstructions from
contribution and accumulation of fats, oils, and greases into such sewer system
from industrial or commercial establishments, particularly food preparation and
serving facilities.
B. Definitions
Cooking Establishments. Those establishments primarily engaged in activities of
preparing, serving, or otherwise making available for consumption foodstuffs and
that use one or more of the following preparation activities: cooking by frying (all
methods), baking (all methods), grilling, sauteing, rotisserie cooking, broiling (all
methods), boiling, blanching, roasting, toasting, or poaching. Also included are
infrared heating, searing, barbecuing, and any other food preparation activity that
produces a hot, non -drinkable food product in or on a receptacle that requires
washing.
Fats, Oils, and Greases. Organic polar compounds derived from animal and/or
plant sources that contain multiple carbon chain triglyceride molecules. These
substances are detectable and measurable using analytical test procedures
established in 40 CFR 136, as may be amended from time to time. All are
sometimes referred to herein as "Grease" or "Greases".
Grease Trap or Interceptor. A device for separating and retaining waterborne
Greases and Grease complexes prior to the wastewater exiting the trap and
entering the sanitary sewer collection and treatment system. These devices also
serve to collect settlable solids, generated by and from food preparation activities,
prior to the water exiting the trap and entering the sanitary sewer collection and
treatment system. Grease Traps and Interceptors are sometimes referred to herein
as "Grease Interceptors".
Minimum Design Capability. The design features of a Grease Interceptor and
its ability or volume required to effectively intercept and retain Greases from
grease -laden wastewaters discharged to the public sanitary sewer.
Non -Cooking Establishments. Those establishments primarily engaged in the

preparation of precooked foodstuffs that do not include any form of cooking.
These include cold dairy and frozen foodstuffs preparation and serving
establishments.
User. Any person, including those located outside the jurisdictional limits of the
Town, who contributes, causes or permits the contribution or discharge of
wastewater into the Town's wastewater collection system, including persons who
contribute such wastewater from mobile sources, such as those who discharge
hauled wastewater.
C. Grease Interceptor Maintenance, Record Keeping, and Grease Removal
1. Grease Interceptors shall be installed by Users as required by the Town of
Harrisburg Director of Public Works ("Director") or his designee. Grease
Interceptors shall be installed at the User's expense, when such User operates a
Cooking Establishment. Grease Interceptors may also be required in non -cooking
or cold dairy and frozen foodstuffs establishments and other industrial or
commercial establishments when they are deemed necessary by the Director for
the proper handling of liquid wastes containing Grease. No User shall allow
wastewater discharge concentration from subject Grease Interceptor to exceed
325 milligrams per liter, as identified by method EPA Method 1664 or 275
milligrams per liter, as identified by EPA Method 413. All Grease Interceptors
shall be of a type, design, and capacity approved by the Director or his designee
and shall be readily and easily accessible for User cleaning and Town inspection.
All such Grease Interceptors shall be serviced and emptied of accumulated waste
content as required in order to maintain Minimum Design Capability or effective
volume of the Grease Interceptor, but no more than 75% of the total capacity of
the Grease Interceptor . Users who are required to pass water through a Grease
Interceptor shall:
a. Provide for a minimum hydraulic retention time of twenty-four
(24) minutes at actual peak flow or 12 minutes at the calculated
theoretical peak flow rate as predicted by the Uniform Plumbing
Code fixture criteria, between the influent and effluent baffles
with twenty (20) percent of the total volume of the Grease
Interceptor being allowed for sludge to settle and accumulate,
identified hereafter as a "Sludge Pocket".
b. Remove any accumulated Grease cap and Sludge Pocket as
required at the User's expense. Grease Interceptors shall be kept
free of inorganic solid materials such as grit, rocks, gravel, sand,
eating utensils, cigarettes, shells, towels, rags, etc., which could
settle into this pocket and thereby reduce the effective volume of
the Grease Interceptor.
c. Accept the following conditions: If any skimmed or pumped
wastes or other materials removed from Grease Interceptor are
treated in any fashion onsite and reintroduced back into the
Grease Interceptor as an activity of and after said onsite
Page 2 of 4

treatment, the User shall be responsible for the attainment of
established Grease numerical limit consistent with and contained
in (C)(1) on all discharges of wastewater from said Grease
Interceptor into the Town of Harrisburg sanitary sewer collection
and treatment system.
d. Operate the Grease Interceptor in a manner so as to maintain said
device such that attainment of the grease limit is consistently
achieved. "Consistent" shall mean any wastewater sample taken
from said Grease Interceptor shall be subject to terms of
numerical limit attainment described in (C)(1). If an
establishment desires, because of documented space constraints,
an alternate to an out--of--building Grease Interceptor, the
request for an alternative location shall contain the following
information:
1. Location of Town sewer main and easement in relation to
available exterior space outside building
2. Existing plumbing at or in a site that uses common
plumbing for all services at that site.
2. The use of biological additives as a Grease degradation agent is conditionally
permissible, upon prior written approval by the Director. Any establishment using
this method of Grease abatement shall maintain the trap or interceptor in such a
manner that attainment of the Grease wastewater discharge limit, as measured
from the trap's outlet, is consistently achieved.
3. The use of automatic Grease removal systems is conditionally permissible,
upon prior written approval by Director and the Cabarrus County Health
Department. Any establishment using this equipment shall operate the system in
such a manner that attainment of the Grease wastewater discharge limit, as
measured from the unit's outlet, is consistently achieved.
4. The Director reserves the right to make determinations of Grease Interceptor
adequacy and need, based on review of all relevant information regarding Grease
Interceptor performance, facility site and building plan review and to require
repairs to, or modification or replacement of such traps.
5. The User shall maintain a written record of trap maintenance for three (3)
years. All such records will be available for inspection by the Town at all times.
6. No non -Grease -laden sources (such as Non -Grease waste water from toilets and
showers) are allowed to be connected to sewer lines intended for Grease
Interceptor service.
7. Access manholes, with a minimum diameter of 24 inches, shall be provided
over each chamber and sanitary tee. The access manholes shall extend at least to
finished grade and be designed and maintained to prevent water inflow or
Page 3 of 4

infiltration. The manholes shall also have readily removable covers to facilitate
inspection, Grease removal, and wastewater sampling activities.
D. Enforcement
1. Except as provided herein, for a period of one year following adoption of this
Ordinance, although installation of Grease Interceptors will be required to be
installed, no enforcement actions will be taken under this Ordinance for failure to
achieve limits on Grease discharges from Grease Interceptors. If, during this one
year period an obstruction of a Town sewer main(s) occurs that causes a sewer
overflow to the extent that an impact on the environment is realized and that said
overflow or failure of the sanitary sewer collection system to convey sewage can
be attributed in part or in whole to an accumulation of Grease in the Town's
sewer main(s), the Town of Harrisburg may take appropriate enforcement actions
against the generator and/or contributors of such Grease as provided below.
2. The penalties for violation of this ordinance shall be as provided in Section
10.99 of the Harrisburg Code of Ordinances.
Page 4 of 4

Mayor — Timothy B. Hagler
Isaacs
Mayor Pro- Tem — Dick Russo
Leepard
Councilman Chad Bascom
Phillips
Councilman Phil Cowherd
Sciascia
Councilman David
Councilman Brian
Councilman Jeff
Councilman Steve
Town of Harrisburg: Wastewater Collection System
Annual Performance Report
(January through December 2011)
1. General Information
System Name: Town of Harrisburg Collection System
Responsible Entity: Town of Harrisburg
Persons in Charge: Gregory Peifer, Wastewater Manager, System Operator
Andrew Ulrich, Back Up System Operator
Applicable Permits: Collection System Permit #WCQS00328
Description of Collection System:
The Town of Harrisburg Wastewater Collection System consists of 84 miles of collection lines
with 19 sewer lift stations. The system also consists of approximately 6000 service connections
for residential, commercial and industrial customers. The purpose of the wastewater collection
system is to transport the sewage generated by the town's customers to the Rocky River
Regional Wastewater Treatment Plant which is owned and operated by the Water and Sewer
Authority of Cabarrus County.
2. Performance
The Town of Harrisburg's Public Works Department Wastewater Division performs the
operation and maintenance of the Town's collection system, which serves approximately 11,000
residents. There are two crews that provide this service for the town. One crew is dedicated to
the 19 lift stations upkeep and maintenance. This crew visits these stations daily and maintains
these stations through cleaning and sludge removal. One crew is responsible for the cleaning,
inflow — infiltration, service installations, repairs to the system and mowing of the sewer right of
ways. The wastewater department is continually performing maintenance and rehabilitation
projects to insure our system functions efficiently. We have cleaned 14 miles of sewer lines to
clear built up sediment, grease, and debris. We also smoke tested 12 miles of sewer lines to
identify points of inflow and other sewer defects. As a result of the smoke testing there were 150
P.O. BOX 100 Harrisburg NC 28075
Phone: [phone] FAX. • [phone] [e-mail]

ti
Mayor — Timothy B. Hagler
Isaacs
Allayor Pro- Tem — hick Russo
Leepard
Councibnan Chad Baucom
Phillips
Councilman Phil Cowherd
Sciascia
Councilman David
Councilman Brian:
Councilman Jeff
Councilman Steve
service repairs, these were mainly sewer clean out plugs. During the past year there were 66
service and inspections calls on sewer related problems.
With the cooperation of the Water and Sewer Authority of Cabarrus County, the Town has been
able to decommission 3 lift stations over the last year. They also assisted the Town with sanitary
sewer flow monitoring and other services, as needed, to identify infiltration and inflow sources in
our collection system. It was determined that our system was in overall good condition.
There were no sewer spills in the last calendar year, reportable or non -reportable.
The Town of Harrisburg is enforcing the Fats, Oil and Grease Program implemented in 2006.
We inspect 23 businesses monthly to ensure they are in compliance.
The Town of Harrisburg will continue with our sewer flow monitoring program started in the
spring of 2010. This program is used to determine any inflow and infiltration issues. This year
we completed flow monitoring in the Valhalla and Hillcrest area. As a result of this monitoring
we located and repaired 20 manholes in those areas.
3. Availability of Report
A copy of this report will be posted and available at Town Hall 4100 Main Street Harrisburg,
North Carolina; and on the Town's website at www.harrisbur ng a org
4. Certification
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users and customers
of the Town of Harrisburg.
Date
Town of Harrisburg
Gregory Peifer
Wastewater Collection Manager
P.O. BOX 100 Harrisburg NC 28075
Phone: [phone] FAX. [phone] customerservieeWt(irrisbarrguc.org

Annual Report for Wastewater Treatment Works % Wastewater Collection System
I. General Information
• Name of Regulated entity:
Town of Harrisburg
• Responsible entity , person or contact with phone number & address
Name: Doug Huneycutt
Address: P 0 Box 100 Harrisburg, N. C. 28075
Phone: [phone]
NOV 2 3 2004 11 DD"
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
• Listing of applicable permits r =,11
NPDES NCO0 woo 1 5RR4 200��
• Description of collection or treatment system or process
Harrisburg has approximately 61 miles of sewer lines 8 inch and 12 inch
with 3400 customers. We have 13 sewer pump stations. Our sewer is
treated at the RockV River Treatment Plant.
II. Performance
• # of reportable NPDES violations :
No reportable sills
4

Date of last reportable NPDES violation
Explain any reportable NPDES violations (i.e. date, type, permit limit violations;
monitoring and reporting violations , illegaUbypass of treatment facilities ,
sanitary sewer overflows and estimated total monthly volumes and locations of
events in which more than 1,000 gallons of waste reached surface waters ; any
known environmental impact of violations ; plant's action to resolve violations )
III . Notification :
Statement as to how customers or users have been provided access to the report
( i.e. Public Hearing, Public Notice in local newspaper, or direct mailing )
Public hearing with a notice on the bulletin board at
—_She Town Hall_
IV . Certification
I Certify under penalty of law that this
report complete and accurate to the best of my knowledge . I further certify that this report has
been made available to the users or customers of the named system and that those users have
been notified of its availability .
ate, AS 4,,
O
Responsible Person
Title .
Entity
Date

-1 � ; C
-- E
Annual Report for Wastewater Treatment Works / Wastewater Collection System
I. 1.1-e
Gene. -al Information June 13, 20�-5OEPT.C)FEi,,"v""i-'Cj'l�!:! 14VA
AmDNATURp- G"tF- ' SOALURCES
• OFFICE
Name of Regulated entity:
�K
Town of Harrisburg
UN 2 C., 2001
• Responsible entity person or contact with phone number & address,
7-7,
Name: Doug Hunevcutt '�g
Address: P. 0. Box 100 Harrisbur N. C. 28075
Phone : 7-0,4z,4'55-7-6614.,,-. --, -;
• Listing of applicable permits
NPDES NCOO --WQGO--P5,8843,
0 Description of collection or treatment system or process :
Harrisburg has apprpximately-66 miles of sewer lines 8 inch and 12 inch
with 3400 customers. We have 17 sewer pump stations. Our sewer is
treated at the Rocky River Treatment Plant.
II. Performance
0 # of reportable NPDES violations:
Harrisburg had two spills that we reported.
4

• Date of last reportable NPDES violation 4 29 2005
Explain any reportable NPDES violations (Le. date, type, permit limit violations;
monitoring and reporting violations , illegal/bypass of treatment facilities ,
sanitary sewer overflows and estimated total monthly volumes and locations of
events in which more than 1,000 gallons of waste reached surface -waters ; any
known environmental impact of violations ; plant's action to resolve violations )
One spill was on 1 26-05 Main Line had a blockage estimated
volume of spill 800 gallons. Second spill 4 29 05 volume of
estimated 500 gallons.
III . Notification :
• Statement as to how customers or users have been provided access to the report
( i.e. Public Hearing , Public Notice in local newspaper, or direct mailing )
Public hearing with a notice on the bulletin board at
The Town Hall.
IV . Certification :
�L . I Certify under penalty of law that this
report is cM mplete and accurate t he best of my knowledge . I further certify that this report has
been made available to the users or customers of the named system and that those users have
been notified of its availability .
Responsible Person
Title : ORC
Entity : Town of Harrisburg
Date

Mr. Carl Palmer, Town Administrator
• . • , rrl ,cur,
4100 Main Street, Suite 101
Harrisburg, NC 28075
Dear Mr. Palmer:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
February 8, 2006
ACJ2
J
Subject: Permit No. WQ0029811
Hickory Ridge High School
TQw _i - b_Ur
Wastewater Collection System Extension
�C�b:a�rrus Ca nano ,u, f�:or�_h>E�.Carolina
In accordance with your application received on January 10, 2006, we are forwarding herewith
Permit No, WQ0029811, dated February 8, 2006, to the Town of Harrisburg for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2H .0200; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as
applicable, -unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It shall be
the Permittee's responsibility to ensure that the as -constructed project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina General
Statute §143-215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing
board. -
Noe Carolina
Ntura!!y
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: h2o.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper