WQCS00037_Regional Office Historical File Pre 2018

She
NORTH CAROLINA y
ill
Post Office Box 207 Shelby, NC 28151-0207
December 19, 2014
PERCS Unit Supervisor
1617 Mail Service Center
Raleigh, North Carolina 27699-1636
RE: City of Shelby Collections System
Permit Renewal WQCS00037
Dear PERCS Unit Supervisor:
Please find one (1) original and one (1) copy of the City of Shelby's permit renewal application for the collection
system permitted as WQCS00037. The following application includes the following sections:
• Cover Letter
• Collection System Permit Renewal Application with City Utility Organizational Chart
• Sewer Liftstation List
• High Priority Line List
• Annual Budget for Collection System
• Capital Improvement Plan
• Response Action Plan (Sewer Overflow)
• Operator Designation Form
• Contingency Plan
• Maps (Printed copy & CD):
■ Sewer Liftstation Map
■ High Priority Line Map
■ Comprehensive Collection System Map
If you should have any questions regarding the application contents, please contact the David Hux, Assistant
Utilities D' for of Operations at 704-484-6840.
Cor at ,
owell
City Manager
cc: David Hux; Assistant Utilities Director - Operations �A
_ DEC 3 0 [014
Certified Mail 7012 2210 000017213663 W. "FaN y
www.cityofshelby.com

State of North Carolina
Department of Environment and Natural Resources
0, � Wx, R
Division of Water Resources
15A NCAC 02T .0400 — SYSTEM -WIDE WASTERWATER COLLECTION SYSTEMS
Division of Water Resources INSTRUCTIONS FOR FORM CSA 08-13 & SUPPORTING DOCUMENTATION
Documents shall be prepared in accordance with 15A NCAC 02T .01001) 15A NCAC 02T .0400, and all relevant
Division Policies. Failure to submit all required items will necessitate additional processing and review time.
For more information, visit the Surface Water Section's Collection System website at:
http: //portal. ncdenr. ory web/wq_ _ps/cs
General — When submitting an application to the Pretreatment, Emergency Response, & Collection Systems (PERCS)
Unit, please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to
these instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of
requested additional information.
The Applicant shall submit one original and one copy of the application and supporting documentation.
A. Cover Letter
® Submit a cover letter listing all items and attachments included in the permit application package
B. No Application Fee Required
➢ No application fee is necessary. The permittee will be billed an annual fee upon issuance of the permit
➢ The appropriate annual fee for systemwide wastewater collection system permits may be found at:
➢ Annual Non -Discharge Fees
C. System -Wide Wastewater Collection System (FORM: CSA 08-13) Application:
® Submit the completed and appropriately executed System -wide Wastewater Collection System (FORM: CSA 08-
13) application. Any unauthorized content changes to this form shall result in the application package being
returned. If necessary for clarity or due to space restrictions, attachments to the application may be made, as long
as the attachments are numbered to correspond to the section and item to which they refer.
❑ If the Applicant Type in Section I.3 is a Privatley-Owned Public Utility, provide the Certificate of Public
Convenience and Necessity (CPCN) from the North Carolina Utilities Commission demonstrating the Applicant
is authorized to hold the utility franchise for the area to be served by the wastewater collection system, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area
or that franchise approval is expected.
❑ If the Applicant Type in Section I.3 is a corporation or company, provide documentation if it is registered for
business with the North Carolina SecretMof State.
D. General Information:
➢ The Authorized signing official listed in Section I.4 should match with that of the Applicant certification page in
accordance with 15A NCAC 02T .0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated
as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T
.0106(b).
➢ NOTE - Public Works Director's are not authorized to sign this permit application according to the rule
unless they are delegated.
INSTRUCTIONS FOR APPLICATION CSA 08-13 & SUPPORTING DOCUMENTATION Page I of 6

E. Summary of Attachments Required:
® Instruction A: Cover Letter
® Instruction C: Application
❑ Instruction C: Ownership Documentation (i.e. CPCN) (If necessary)
❑ Instruction D: Delegation Letter (If necessary for signing official)
®
Section IV.3
Pump Station List
®
Section IVA
High Priority Lines List
®
Section VA
Annual Budget for Collection System (Updated and Approved)
®
Section V.6
Capital Improvement Plan (Updated and Approved)
®
Section VI.2
Response Action Plan
®
Section VIA
Contingency Plan
® Section VL6 Comprehensive Collection System Map
® Section VH Note Any Potential Compliance Issues
THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
PF.RVR% TTNTT
By U.S. Postal Service:
Attn: PERCS Unit Supervisor
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY ST. Suite 925
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR APPLICATION CSA 08-13 & SUPPORTING DOCUMENTATION Page 2 of 5

I. APPLICANT INFORMATION:
1. Applicant's name (Municipality, Public Utility, etc): City of Shelby
2. Facility Information: Name: Shelby Collection System Permit No.: WQCS00037
3. Applicant type: ® Municipal ❑ State ❑ Privately -Owned Public Utility
❑ County ❑ Other:
4. Signature authority's name: Rick Howell per 15A NCAC 02T .0106(b)
Title: City Manager
5. Applicant's mailing address: P.O. Box 207
City: Shelby State: NC Zip: 28151-0207
6. Applicant's contact information:
Phone number: 704 484-6800 Fax number: 704 484-6871 Email address: [e-mail]
H. CONTACT/CONSULTANT INFORMATION:
1. Contact Name: David W. Hux
2. Title/Affiliation: Assistant Utilities Director
3. Contact's mailing address: P.O. Box 207
4. City: Shelby State: NC Zip: 28151-0207
5. Contact's information:
Phone number: 704 484-6840 Fax number: 704 484-6808 Email address: [e-mail]
III. GENERAL REQUIREMENTS:
1. New Permit or Premit Renewal? ❑ New ® Renewal
2. County System is located in: Cleveland County
3. Owner & Name of Wastewater Treatment Facility(ies) receiving wastewater from this collection system:
Owner(s) & Name(s): City of Shelby
4. WWTF Permit Number(s): NCO024538
5. What is the wastewater type? 86 % Domestic or 14 % Industrial (See 15A NCAC 02T .0103(20))
L-). Is there a Pretreatment Program in effect? ® Yes or ❑ No
6. Wastewater flow: 3_1 MGD (Current average flow of wastewater generated by collection system)
7. Combined permitted flow of all treatment plants: 6_0 MGD
8. Explain how the wastewater flow was determined: ❑ 15A NCAC 02T .0114 or ® Representative Data
9. Population served by the collection system: 20,323
IV. COLLECTION SYSTEM INFORMATION:
1. Line Lengths for Collection System:
Sewer Line Description
Length
Gravity Sewer
191 (miles)
Force Main
17.2 (miles)
Vacuum Sewer
0 (miles)
Pressure Sewer
3 (miles)
APPLICATION CSA 08-13 Page 3 of 5

2. Pump Stations for Collection System:
Pump Station Type
Number
Simplex Pump Stations (Serving Single Buildin)
28
Simplex Pump Stations (Serving Multiple Buildings)
Duplex Pump Stations
20
3. Submit a list of all major (i.e. not simplex pump station serving a single family home) pump stations. Include the following
information:
➢ Pump Station Name
➢ Physical Location
➢ Alarm Type (i.e. audible, visual, telemetry, SCADA)
➢ .Pump Reliability
➢ Reliability Source (permanent/portable generator, portable pumps)
➢ Capacity of Station
4. Submit a list of all high priority lines according per 15A NCAC 02T .0402 (2) known to exist in the collection system. Head
the list with "Attachment A for Condition V(4)" and include the system name.
➢ Use the same line identification regularly used by the applicant
➢ Indicate type of high priority line (i.e. aerial), material and general location
V. COLLECTION SYSTEM ADMINISTRATION:
1. Provide a brief description of the organizational structure that is responsible for management, operation and maintenance of
the collection system.
See existing organizational chart
2. Indicate the current designated collection system operators for the collection system per 15A NCAC 08G.0201
Main ORC Name: John D. Kimble
Certification Number: 989255
Back -Up ORC Name: Mark Swink
Certification Number: 24980
3. Approximate annual budget for collection system only: $
4. Submit a copy of your current annual budget.
5. Approximate capital improvement budge for the collection system only: $
6. Submit a copy of your current capital improvement plan.
7. Is this collection system currently a satellite system 0 Yes or ® No
8. Do any satellite systems discharge to this collection system 0 Yes or 0 No (If yes complete table below)
Satellite System Contact Information (Name, Address, Phone Number)
N/A
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:
The City of Shelby operates and maintains the collection systems of Fallston and Kinestown. Although these Towns do not
qualify as satellite system the Towns were given identification numbers by the State: Fallston WOCSDO257 and Kingstown
WOCSD0258.
APPLICATION CSA 08-13 Page 4 of 5

VI. COLLECTION SYSTEM COMPLIANCE:
1. Is a Response Action Plan currently in place ® Yes or ❑ No
2. If Yes, submit a copy of the Response Action Plan or see table 6 below.
3. Is a pump station contingency plan currently in 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 -Wide Collection Sy stem Permit Conditions. .,LB!,
:IMFU te.
l of e ed -0f3l_ g t'ir, �6a i titer:` : 1t ern :i .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.
1(5) — Grease inspection and enforcement program
® Yes ❑ No
12 —18 mo.
I(6) — Three to five year current Capital Improvement Plan.
® Yes ❑ No
12 —18 mo.
1(8) — Pump station contingency plan
® Yes ❑ No
3 mo.
1(9) — Pump station identification signs.
® Yes ❑ No
3 mo.
1(11) — Functional and conspicuous audible and visual alarms.
® Yes ❑ No
3 — 6 mo.
11(5) — Spare pumps for any station where one pump cannot
handle peak flows alone (in a duplex station, the 2nd pump is
the spare if pump reliability is met).
® Yes ❑ No
6 — 9 mo.
II(7) — Accessible right-of-ways and easements.
® Yes ❑ No
6 —12 mo.
II(9) — Response action plan with Items 9 (a — h).
® Yes ❑ No
3 mo.
111(3) — Comprehensive collection system map
® Yes ❑ No
10% per year
For conditions not listed, compliance dates are not typically offered. List any permit co WiVEMORWRor
the
applicant to meet (attach clarification if needed):
D14
VIL APPLICANT'S CERTIFICATION per 15A NCAC 02T .0106(b): W&W QW,
I, Rick Howell attest that this application for City of Shelby Collection System
(Signature Authority's Name & Title from Item I.4) (Facility name from Item I.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
Note: In accordance with General S totes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certi t' n in any a lication shall, be guilty of a Class 2 misdemeanor which may include a fine not to exceed
$10,000 as well as ci Defialties_Mp to 25,000 per violation.
Signature: Date:
APPLICATION CSA 08-13 Page 5 of 5

City of Shelby — Organizational Chart
Collections System Operations and Maintenance
Permit Renewal 2014
Field Operations Division work as a
combined unit for both water and sewer
systems. The FOPS Division handles the
sewer collection system and repairs to
liftstation force mains.
Plant Maintenance is responsible for the
operation and maintenance of the sewer
liftstations and Air Release Valves on
Force mains.
In emergency situations, both groups are
used for emergency response.

LiftStation Addresses Liftstation
Portable Portable
No of Generator Generator Pump Year Constructed/
AAA-"-- o....._. u o -.1.e moon. Ii Cnnnar.inn Rchunf Canaritu Peak Flnw
___-._.______._
Air Drt
Autodailer
704-669-2711
816 College Avenue
2
2.0
Yes
2010
0.021 MGD
0.065 MGD
Baldor
Autodailer
704-484-6888
4351 E Dixon Blvd
2
50.0
Yes
Yes
2012
0.109 MGD
0.327 MGD
Caitlin Station
Autodailer
704-669-2803
1290 Lithia Springs Rd
2
3.0
Yes
2002
0.038 MGD
0.115 MGD
Crest Westside
Scada
135 Crest Road
2
200.0
Yes
Yes
2010
0.980 MGD
2.50 MGD
Fair rounds
Scada
1833 E Marion ST
2
20.0
Yes
1998
0.107 MGD
0.317 MGD
Halielu'ah Acres
Scada
2407 Joe's Lake Road
2
50.0
Yes
Yes
2010
0.240 MGD
0.720 MGD
Hendrick Street
Scada
808 Hendrick St
2
40.0
Yes
1954 1993
0.192 MGD
0.576 MGD
Heritage Oaks
Scada
922 Kearney Dr
2
10.0
Yes
1994
0.048 MGD
0.144 MGD
In les .
Autodailer
704-484-6478
1630 W Dixon Blvd
2
3.0
No
Yes
2001
0.027 MGD
0.082 MGD
J & C
Autodaller
704-484-3097
998 W Grover St
2
100.0
Yes
1983
0.672 MGD
2.01 MGD
Kemet
Scada
299 Old Boiling Springs Rd
2
20.0
Yes
1981
0.300 MGD
0.900 MGD
Kin sbu
Scada
714 Kingsbury St
2
7.5
Yes
1991
0.048 MGD
0.144 MGD
KSM Liftstation
Autodaller
704-434-7805
118 Blue Brook Drive
2
14.1
Yes
2014
0.086 MGD
0.259 MGD
Mail Liftstation
Autodaller
704-669-0904
1892 E Dixon Blvd
2
30.0
Yes
Yes
2014
0.216 MGD
0.648 MGD
New Pros ect
Scada
1446 New Prospect Church Rd
2
25.0
Yes
1999
0.156 MGD
0.468 MGD
Randolph
Autodaller
704-480-7705
1902 Randolph Rd
2
7.5
No
Yes
Mid 80s
0.055 MGD
0.166 MGD
S ruce
Scada
856 Spruce Dr
2
5.0
Yes
2008
0.058 MGD
0.173 MGD
Union School
Autodailer
704-669-0147
1440 Union Church Rd
2
10.0
No
Yes
2006
0.062 MGD
0.187 MGD
UOC
Autodailer
704-482-8013
824 W Grover St
2
5.0
Yes
1989
0.073 MGD
0.219 MGD
Wal-Mart
Autodaller
704.481-0837
190 Wal-Mart Dr
2
25.0
No
Yes
2002
0.110 MGD
0.331 MGD
Au nnstations nave aonny Tor DacK-up power generation connection. rermanent ueneraturb noteu uy yeb auuve.
Fallston Liftstations
Beam
Scada
120 Dickson Rd
2
7.5
Yes
2001
0.034 MGD
0.100 MGD
Burns Middle
Autodailer
704-538-1644 J22Z11
E Stagecoach Trl
2
40.0
Yes
2001
0.086 MGD
0.259 MGD
Dellin ers
Autodaaler
704-538-1916
4501 Fallston Rd
2
25.0
Yes
2001
0.192 MGD
0.575 MGD
Jim Cline
Autodailer
704-538-6481
160JIm Cline Rd
2
20.0
Yes
2001
0.127 MGD
0.381 MGD
Wilson
Scada
341 Wilson Rd
2
5.0
Yes
2001
0.034 MGD
0.101 MGD
-city of snemy owns Generorors in Fouston
Kingstown Liftstations
Liftstation Name Phone No Address H P Generator
Kin stowni Autodailer I 704-669-2546 1623 W Zion Church Rd 2 30.0 Yes 2006 0.173 MGD 0.518 MGD
Pet Rd Autodailer 704-669_1004 2015 PettyRd 2 36.0 Yes 2006 0.102 MGD 0.305 MGD
City of Shelby Is contracted to perform operation and maintenance of Fallston and Kingstown Systems. These systems are not classified as "Satellite Systems" by State Standards.
Document #: PM-2002.002A Corresponding Procedure: PM-2000.002

AERIAL ID TYPE DIAMETER --MATERIAL- SUPPORTS __ SUPPORT MA HEIGHT ft LENGTH ft Latitude Longitude ?
1162
Aerial
8"
DIP
-
No Support Structures
4.7'
15.4'
35° 19' 16.519" N
810 37' 27.824" W
1161
Aerial
10
DIP
-
10
35" 18' 1.943" N
810 33' 12.772" W
1160
Aerial
10
DIP
-
10
35° 18' 2.911" N
81" 33' 16.435" W
1159
Aerial
8"
DIP
-
2'
11'
350 18' 2.574" N
810 32' 2.584" W
1158
Aerial
10"
CIP
2
CONCRETE
4.6ft
9'
350 17' 48.139" N
81' 32' 8.806" W
1157
Aerial
12"
CIP
-
1ft
10'
350 17' 14.089" N
810 31' 55.738" W
1156
Aerial
12"
CIP
-
2ft
7'
350 16' 43.040" N
81 ° 33' 26.617" W
1155
Aerial
16"
CIP
1
CONCRETE
1.6ft
31'
35' 18' 2.059" N
81' 33' 41.700" W
1154
Aerial
16"
CIP
1
CONCRETE
1ft
26'
35" 17' 59.750" N
810 33' 34.165" W
1153
Aerial
8"
DIP
-
5.6ft
6'
350 17' 4.360" N
810 32' 42.468" W
1152
Aerial
6"
DIP
-
1.611
7'
350 17' 10.744" N
81 ° 33' 11.076" W
1151
Aerial
8"
CIP
-
1'
20'
350 17' 32.559" N
81° 31' 55.411" W
1150
High Priori
10"
CIP
-
0
11'
35° 16' 50.157" N
81" 33' 28.091" W
1149
Aerial
12"
Steel
-
1'
8'
35° 18' 4.853" N
81" 32' 0.657" W
1148
Aerial
12"
CIP
-
Steel
5'
116'
350 17' 40.051" N
810 30' 30.311" W
1146
Aerial
6"
CIP
1
Concrete
5
11'
35° 17' 4.607" N
81" 33' 16.688" W
1145
Aerial
8"
DIP
2
Concrete
7'
27'
350 16' 45.214" N
81" 30' 20.343" W
1144
High Priori
8"
Other Put in Comments
1
Concrete
0'
12'
35" 16' 52.716" N
810 30' 16.340" W
1143
Aerial
8"
CIP
-
4'
10'
350 17' 51.182" N
81' 31' 23.230" W
1142
High Priori
24"
DIP
0
26'
35' 15' 48.156" N
81° 31' 27.994" W
1141
Aerial
18"
CIP
1
Concrete
2'
167'
350 16' 18.230" N
810 34' 7.157" W
1139
Aerial
18"
CIP
1
Concrete
8
25'
35' 16' 9.700" N
81 ° 34' 0.633" W
1138
Aerial
8"
CIP
2
Brick
2' 6"
11'
350 17' 50.988" N
81" 31' 23.446" W
1137
Aerial
12"
CIP
2
Concrete
2'
49'
350 17' 34.271" N
81 ° 31' 10.409" W
1136
Aerial
8"
DIP
2
Concrete
51811
47'
350 18' 55.405" N
81" 31' 8.665" W
1135
Aerial
8"
CIP
-
1'
7'
350 17' 56.930" N
810 32' 5.006" W
1133
Aerial
8"
DIP
-
2
11
35' IT 20.607" N
810 31' 58.197" W
1132
Aerial
6"
DIP
-
3'
23'
350 16' 32.687" N
81" 31' 30.447" W
1131
Aerial
10"
CIP
2
Brick
3'
16'
35' 17' 59.030" N
81 ° 33' 8.619" W
1130
Aerial
10"
DIP
2
Concrete
3'
26'
350 17' 58.617" N
810 33' 9.002" W
1129
Aerial
8"
CIP
2
Concrete
1' 6"
31'
35' 18' 26.867" N
81 ° 32' 23.587" W
1128
Aerial
20"
CIP
4
Brick
6'
67'
350 16' 49.194" N
810 31' 40.787" W
1127
High Priori
18"
CIP
1
Brick
0
13
350 16' 8.840" N
81' 33' 43.596" W
1126
Aerial
8"
CIP
2
Concrete
4.5
12'
35° 16' 50.838" N
810 32' 11.666" W
1125
Aerial
8"
DIP
5
Concrete
7'
112'
350 16' 28.612" N
81 ° 33' 4.493" W
1124
Aerial
6"
DIP
1
Steel
3'
32'
35' 16' 39.987" N
81" 33' 10.230" W
1123
Aerial
8"
DIP
2'
9'
35' 18' 48.407" N
81` 36' 42.322" W
1122
Aerial
8"
CIP
-
6"
14'
35' 16' 40.939" N
81 " 30' 51.658" W
1121
Aerial
8"
DIP
2
Concrete
7'
22'
35° 16' 42.095" N
810 29' 2.283" W
1120
High Priori
15"
CIP
-
0
17.5
35' 16' 43.887" N
81" 33' 25.695" W
1119
High Priori
10"
CIP
-
0
13
35° 16' 47.125" N
810 33' 25.101" W
1118
Aerial
18"
CIP
1
Concrete
13
124
35" 16' 41.180" N
81° 33' 24.435" W
1117
Aerial
12"
CIP
1
Concrete
2
116.5
350 16' 41.262" N
81" 33' 24.487" W
1116
Aerial
8"
CIP
1
Brick
2
25'
35' 17' 1.366" N
81' 33' 17.392" W
1115
jAerial
20"
CIP
2
lConcrete
9'
57'
35" 16' 55.214" N
81 ° 31' 30.167" W
City of Shelby Collection System HighPriorityLines Page 1 of 4

AERIAL_ID TYPE DIAMETER MATERIAL SUPPORTS-SUPPORT_MA ^ HEIGHT_ft LENGTH ft Latitude Longitude
1113
High Priori
15"
Other Put in Comments
1
Concrete
0'
23'
350 17' 42.348" N
81° 32' 4.023" W
1112
Aerial
8"
CIP
4
Concrete
3'
60'
350 18' 26.310" N
810 31' 41.716" W
1111
Aerial
8"
CIP
8
Concrete
9'
152'
35° 18' 26.676" N
810 31' 40.378" W
1110
Aerial
8"
DIP
2
Concrete
2
26
350 17' 10.026" N
81° 30' 39.099" W
1109
Aerial
8"
DIP
2
Concrete
4
28'
350 17' 20.381" N
810 31' 55.399" W
1107
Aerial
42"
Steel
1
Concrete
11'
63'
350 14' 50.221" N
81 ° 34' 13.897" W
1106
Aerial
24"
Steel
2
Concrete
11'
86'
35° 14' 54.347" N
810 34' 16.653" W
1105
Aerial
6"
CIP
1
Steel
8'
35'
350 18' 52.975" N
810 36' 35.963" W
1104
Aerial
8"
DIP
-
2
13
350 25' 7.826" N
810 29 56.994" W
1103
Aerial
6"
CIP
6
Concrete
4'
67'
35° 16' 32.229" N
81° 31' 32.768" W
1102
Aerial
6"
DIP
2
Concrete
10'
75'
350 16' 29.764" N
810 31' 41.546" W
1101
Aerial
4"
CIP
1
Steel
216"
20'
350 16' 29.780" N
810 31' 38.293" W
1100
Aerial
4"
DIP
2
Steel
15
70'
350 18' 10.987" N
810 34' 41.319" W
1099
Aerial
6"
CIP
2'
12'
350 18' 13.306' N
81° 32' 53.148" W
1098
Aerial
8"
PVC
1
Steel
3'
14'
350 18' 13.351" N
81 ° 32' 53.166" W
1097
Aerial
8"
CIP
1
Concrete
32'
6'
35° 16' 52.482" N
81° 34' 17.988" W
1096
Aerial
8"
DIP
2
Concrete
51611
36'
350 16' 39.405" N
810 33' 15.198" W
1095
Aerial
8"
DIP
1'
10'
350 16' 21.297" N
81° 32' 22.760" W
1094
Aerial
24"
DIP
-
5'
35'
35° 15' 51.540" N
810 30' 57.686" W
1093
Aerial
24"
DIP
2
Concrete
8'
105'
350 15' 50.687" N
810 30' 56.599" W
1092
Aerial
15"
CIP
4
Concrete
14'
82'
350 17' 54.056" N
810 33' 0.312" W
1091
High Priori
12"
CIP
0
171
350 16' 32.560" N
810 33' 30.090" W
1090
Aerial
12"
CIP
2
Concrete
1' 6"
42'
350 17' 37.778" N
81° 31' 10.681" W
1089
Aerial
10"
CIP
3
Concrete
5'
45'
350 17' 14.940" N
810 31' 15.471" W
1088
Aerial
8"
CIP
-
8"
4'
35° 15' 45.524" N
81° 34' 12.200" W
1087
Aerial
8"
DIP
2' 6"
16'
35° 15' 44.481" N
810 34' 14.015" W
1086
Aerial
8"
DIP
2
Concrete
4
35
35° 17' 2.330" N
810 30' 36.831" W
1084
Aerial
12"
CIP
22
Concrete
20'
409'
350 18' 5.315" N
810 33' 9.045" W
1083
Aerial
10"
CIP
1
Concrete
2' 6"
12'
350 17' 11.046" N
810 31' 26.346" W
1082
Aerial
10"
CIP
-
2'
10'
350 17' 38.800" N
81' 33' 44.204" W
1081
Aerial
18"
CIP
2
Concrete
7'
43'
350 17' 8.963" N
810 31' 3.041" W
1080
Aerial
15"
CIP
2
Concrete
3'
52'
350 17' 45.882" N
810 33' 56.431" W
1079
Aerial
15"
CIP
5
Concrete
14'
102'
350 17' 44.472" N
810 33' 49.799" W
1078
High Priori
10"
CIP
-
0
13
35° 17' 14.158" N
81 ° 31' 55.677" W
1077
Aerial
8"
DIP
1
Concrete
116"
21'
350 17' 28.497" N
810 39 37.888" W
1076
Aerial
8"
DIP
-
412"
21'
350 16' 33.600" N
810 31' 24.014" W
1075
Aerial
24"
CIP
4
Brick
13'
71'
35° 16' 33.214" N
810 31' 51.338" W
1074
Aerial
20"
CIP
2
Concrete
7' 6"
46'
35° 16' 57.675" N
810 31' 27.800" W
1073
Aerial
8"
DIP
1
Concrete
31611
20'
350 18' 20.613" N
81 ° 31' 6.762" W
1072
Aerial
10"
CIP
8
Concrete
12'
167'
35° 18' 10.240" N
810 34' 4.843" W
1071
Aerial
8"
CIP
10
Concrete
7' 6"
360'
35° 18' 9.192" N
81' 34' 43.125" W
1070
Aerial
12"
Steel
1
Concrete
4
45
350 17' 11.032" N
1810 30' 45.671" W
1069
Aerial
6"
CIP
2
Concrete
V
44'
35° 17' 33.321" N
181 ° 30' 31.632" W
1068
Aerial
12"
CIP
2
Concrete
2' 6"
32'
350 17' 38.624" N
81° 31' 8.437" W
1067
Aerial
8"
DIP
2'
119.
350 17' 31.649" N
1810 30' 36.487" W
City of Shelby Collection System HighPriorityLines Page 2 of 4

AERIAL ID TYPE DIAMETER ^ MATERIAL SUPPORTS SUPPORT_MA HEIGHT W LERGTH_ft^ Latitude Lon itude
1066
Aerial
10"
DIP
-
4'
23'
350 17' 41.204" N
810 32' 2.548" W
1065
Aerial
12"
CIP
7
Concrete
4'
91'
350 16' 57.150" N
810 31' 54.393" W
1064
Aerial
12"
CIP
7
Concrete
T 6"
93'
350 16' 57.094" N
81° 31' 54.498" W
1063
Aerial
18"
CIP
11
Concrete
30'
139
350 16' 31.993" N
810 32' 5.679" W
1062
Aerial
12"
CIP
1
Brick
5'
27'
350 18' 17.816" N
81 ° 31' 1.765" W
1061
Aerial
10"
CIP
2
Brick
416"
37'
350 18' 14.336" N
810 30' 59.659" W
1060
Aerial
8"
DIP
2
Concrete
6'
23'
35° 18' 25.305" N
810 31' 43.241" W
1059
Aerial
6"
CIP
-
2' 4"
17'
350 16' 19.636" N
81 ° 32' 32.526" W
1058
Aerial
12"
DIP
-
2'
12'
350 17' 54.559" N
81 ° 31' 1.871" W
1057
Aerial
8"
CIP
2
Concrete
7
60'
350 16' 35.615" N
810 34' 12.255" W
1056
Aerial
24"
ICIP
-
3' 6"
15'
350 15' 42.840" N
810 34' 19.824" W
1055
Aerial
18"
ICIP
1
Concrete
31211
29'
350 16' 28.128" N
81' 34' 21.887" W
1054
Aerial
12"
CIP
2
Concrete
4'
28'
350 16' 43.272" N
810 32' 58.688" W
1053
Aerial
8"
DIP
1
Steel
416"
30'
350 16' 42.259" N
810 33' 0.443" W
1052
Aerial
12"
DIP
-
1'
8'
350 16' 41.474" N
81 ° 33' 7.866" W
1051
Aerial
18"
DIP
1'
10'
35° 16' 41.588" N
81 ° 33' 7.845" W
1050
Aerial
12"
DIP
5
22.5
350 16' 38.769" N
81 ° 33' 28.905" W
1048
Aerial
12"
Steel
1
Steel
9
38
350 16' 17.079" N
810 33' 42.167" W
1047
High Priori
18"
CIP
-
0
40
350 16' 15.690" N
81° 33' 39.247" W
1046
Aerial
8"
DIP
-
1
11.5
350 17' 12.237" N
810 33' 6.575" W
1045
Aerial
18"
CIP
2
Concrete
6
26
350 16' 59.869" N
810 32' 40.879" W
1044
Aerial
18"
Steel
1
Concrete
4-6"
18'
350 15' 56.972" N
81 ° 34' 18.862" W
1043
Aerial
30"
CIP
9
Concrete
35'
144'
350 15' 57.773" N
810 34' 17.571" W
1042
Aerial
24"
CIP
3
Brick
3'
40'
350 16' 1.104" N
810 34' 27.643" W
1041
Aerial
24"
Steel
4
Concrete
30'
242'
350 15' 11.345" N
81 ° 34' 18.598" W
1040
Aerial
24"
Steel
2
Concrete
30'
80'
35° 15' 1.228" N
810 34' 17,270" W
1039
Aerial
36"
Steel
4
Concrete
15'
169'
350 14' 58.526" N
81° 33' 44.453" W
1038
Aerial
36"
Steel
6
Concrete
12'8"
314'
35° 15' 2.201" N
810 33' 36.592" W
1037
Aerial
8"
CIP
3
Concrete
91611
48'
350 17' 13.731" N
810 34' 7.557" W
1036
Aerial
30"
CIP
-
4'
13'
35° 15' 33.873" N
810 32' 22.696" W
1035
Aerial
30"
CIP
9
Concrete
5'
153'
350 15' 45.549" N
810 32' 12.273" W
1034
Aerial
30"
CIP
4
Concrete
5'
77'
350 15' 51.405" N
810 32' 14.123" W
1033
Aerial
30"
CIP
3
Concrete
6'
22'
350 15' 57.650" N
810 32' 14.169" W
1032
Aerial
18"
CIP
5
Concrete
4'
72'
350 16' 5.906" N
810 32' 8.631" W
1031
Aerial
30"
CIP
1
Concrete
3'
30'
350 15' 57.286" N
810 32' 14.737" W
1030
Aerial
18"
CIP
11
Concrete
15'
160'
350 16' 17,750" N
810 32' 9.780" W
1029
Aerial
30"
CIP
15
Concrete
20'
256'
35° 15' 23.026" N
810 32' 49.555" W
1028
Aerial
36"
Steel
4
Concrete
6'10"
58'
350 16 11.518" N
810 33' 19.116" W
1027
Aerial
36"
Steel
3
Concrete
61611
48'
350 15' 15.178" N
810 33' 11.516" W
1026
Aerial
36"
Steel
2
Concrete
7ft
93'
35' 15' 16.567" N
810 33' 7.217" W
1025
Aerial
24"
CIP
9
Steel
40'
292'
35° 16' 10.602" N
810 34' 28.875" W
1024
Aerial
20"
CIP
3
Concrete
2' 143'
35° 16' 11.490" N
81° 34' 35.506" W
1023
Aerial
18"
CIP
3
Concrete
3'
54'
35° 17' 3.056" N
810 34' 16.770" W
1022
Aerial
15"
CIP
5
Concrete
ITS"
8' 6"
104'
350 1T 35.135" N
81' 34' 3.260" W
1021
Aerial
8"
DIP 14
1
Concrete
82'
35° 15' 9.960" N
81 ° 33' 0.979" W
City of Shelby Collection System HighPriorityLines Page 3 of 4

Budget Ordinance
Page 1
June 2, 2014
CITY OF SHELBY
FY 2014-15 BUDGET ORDINANCE
ORDINANCE NO.29-2014
BE 1T ORDAII�TED BY THE CITY COUNCIL OF THE CITY OF SHELBY, NORTH
CAROLINA:
Sec. 1) The following amounts are hereby appropriated in the General Fund for the
operation of City Government and its activities for the fiscal year beginning July 1,
2014 and ending June 30, 2015 in accordance with the chart of accounts heretofore
established for this City:
Governing Board
S62,375
Administration
194,678
Finance
316,088
Purchasing
26,368
Legal
12,200
Human Resources
186,439
Customer Service
29,084
Information Systems
54,109
Meter Services
4,444
Garage
460,853
City Hall
140,108
Police
5,896,367
Fire
4,255,778
Building Inspections
315,700
Streets
1,006,798
Airport
495,615
Sanitation
1,553,294
Recycling
240,400
GIs
13,580
Planning Services
429,488
Special Appropriations
1,550,000
Parks & Recreation
1,239,261
Maintenance Grounds & Cemetery
859,202
-Total jP9,M2.229

Budget Ordinance
Page 2
i
June 2, 2014
Sec. 2 It is estimated that the following revenues will be available to the General Fund for
the fiscal year beginning July 1, 2014 and ending June 30, 2015:
Property Taxes
-- Local Option Sales Tax
Other Taxes
Unrestricted Intergovernmental Revenues
Restricted Intergovernmental Revenues
Permits and Fees
Sales & Services
Investment Revenues
Other Financing Sources
Fund Balance
Transfers
Total
$ 7,635,000
2,850,000
27,500
1,710,000
43,700
223,300
2,299,150
50,000
1,234,933
333,646
2,935,000
5,_000
n 19342,229
Sec. 3) The following amounts are hereby appropriated in the Powell Bill Fund for the
fiscal year beginning July 1, 2014 and ending June 30, 2015:
Construction S 709,700
Street Maintenance 515,720
Debt Service 38,700
Total _4Z64 120
Sec. 4) It is estimated that the following revenues will be available to the Powell Bill Fund
for the fiscal year beginning July 1, 2014 and ending June 30, 2015:
Powell Bill $ 618,000
Interest Income 15,000
Other Financing Sources 280,000
Fund Balance 351,120
TotaL__ _S-1264,120 _

Budget Ordinance
Page 3
June 2, 2014
Sec. 5. The following amounts are hereby appropriated in the Emergency Telephone
System Fund for the fiscal year beginning July 1, 2014 and ending June 30, 2015:
Emergency Telephone System 74,000
Total $ 00-Q
See. 6) It is estimated that the following revenues will be available to the Emergency
Telephone System Fund for the fiscal year beginning July 1, 2014 and ending June
30, 2015:
911 Revenues 45,728
Fund Balance Appropriated 28,272
Total $ 74 Q-QQ
Sec. 7) The following amounts are hereby appropriated in the Economic Development
Fund for the fiscal year beginning July 1, 2014 and ending June 30, 2015:
Services $ 511,500
Total $ 511�500
Sec. 8) It is estimated that the following revenues will be available to the Economic
Development Fund for the fiscal year beginning July 1, 2014 and ending June 30,
2015:
MSD Property Taxes $ 109,700
Local Occupancy Tax 120,000
Investment Revenues 3,000
Other Income 1,800
Transfers 277,000
Fund Balance Appropriated 0
Total $ 5'11.500

r-
'
Budget Ordinance
Page 4
June 2, 2014
Sec. 9)
The following amounts are hereby appropriated in the Housing Fund for the fiscal
year beginning July 1, 2014 and ending June 30, 2015:
Conventional $ 1,059,888
Total $ 1,059.888
Sec. 10)
It is estimated that the following revenues will be available to the Housing Fund for
the fiscal year beginning July 1, 2014 and ending June 30, 2015:
—
Subsidies $ 481,288
Rent Income 572,600
Investment Revenues 1,000
_ !
Other Income 5,000
Fund Balance 0
Total 1,059 88$
Sec. 11) The following amounts are hereby appropriated in the Cemetery Perpetual fund for
the fiscal year beginning July 1, 2014 and ending June 30, 2015:
Fund Balance Increase 30,000
TotalQQO
Sec. 12) It is estimated that the following revenues will be available to the Cemetery
Perpetual Fund for the fiscal year beginning July 1, 2014 and ending June 30, 2015:
Cemetery Fees 30,000
Total 30, 000
Sec. 13) The following amounts are hereby appropriated in the Water Fund for the fiscal
year beginning July 1, 2014 and ending June 30, 2015:
Administration $ 1,833,941
Line Operation 1,107,283
Plant 1.900,306
4,841 530 _
i,

Budget Ordinance
Page 6
June 2, 2014
Sec. 17) The following amounts are hereby appropriated in the Electric Fund for the fiscal
year beginning July 1, 2014 and ending June 30, 2015:
Administration $ 2,089,480
Purchase/Generation 18,250,000
Line Operation 1,897,312
Total S22M6,792
Sec. 18) It is estimated that the following revenues will be available to the Electric Fund for
the fiscal year beginning July 1, 2014 and ending June 30, 2015:
Fees $22,031,850
Proceeds From Financing 0
Other Income 70,000
Fund Balance 134,942
Total +2 � a 7 2
Sec. 19) The following amounts are hereby appropriated in the Gas Fund for the fiscal year
beginning July 1, 2014 and ending June 30, 2015:
Administration
Gas Purchases
Line Operation
$ 5,089,899
11,204,200
2.147.765
Total $18,441.4$6_4
Sec. 20) It is estimated that the following revenues will be available to the Gas Fund for the
fiscal year beginning July 1, 2014 and ending June 30, 2015:
Fees $18,316,000
Other Income 35,864
Proceeds From Financing 90.000
Total $18,441,864

Budget Ordinance
Page 7
June 2, 2014
Sec. 21) The following amounts are hereby appropriated in the Stormwater Fund for the
fiscal year beginning July 1, 2014 and ending June 30, 2015:
Administration 530,025
Total S-5-30,025
Sec. 22) It is estimated that the following revenues will be available to the Stonnwater Fund
for the fiscal year beginning July 1, 2014 and ending June 30, 2015:
Fees
Proceeds From Financing
$ 480,025
50.000
Total
530�0�5
Sec. 23) That the revenues and expenditures set forth in Section 1 through Section 20 of this
ordinance are hereby summarized as follows:
General Fund
$19,342,229
Powell Bill Fund
1,264,120
Emergency Telephone System
74,000
Economic Development Fund
511,500
Housing Fund
1,059,888
Cemetery Perpetual Fund
30,000
Utilities -Water Fund
4,841,530
Utilities -Sewer Fund
5,296,800
Utilities -Electric Fund
22,236,792
Utilities -Gas Fund
18,441,864
,Utilities-Stormwater Fund
530,025
Total
$73,628,748
Less Interfund Transfers 3,212,000
Total FY 2014-15 Budget $Z0, 14 6.748

Budget Ordinance
Page 8
June 2, 2014
Sec. 24) There is hereby levied a tax at the rate of forty-three and one half cents ($0.435) per
one hundred dollars (S 100) valuation of property as listed for taxes as of January 1,
2014 for the purpose of raising the revenue listed as property taxes in the General
Fund in Section 2 of this ordinance. This rate is based on an estimated total
valuation of property for the purposes of taxation of $1,730,164,580 and an
estimated collection rate of 97%. The estimated rate of collection is based on the
actual rate of collection for fiscal year 2013-14.
Sec. 25) There is hereby further levied an additional tax at the rate of twenty-two cents
($0.22) per one hundred dollars ($100) valuation of property as listed for taxes as of
January 1, 2014 within the boundaries of the Uptown Shelby Municipal Service
District for the purpose of raising the revenue listed as uptown district tax in the
Economic Development Fund in Section 8 of this ordinance. This rate is based on
- an estimated total valuation of property for the purposes of taxation of $50,280,000
and an estimated collection rate of 98%. The estimated rate of collection is based
on the actual rate of collection for fiscal year 2013-14.
Sec. 26) Copies of the Budget Ordinance shall be furnished to the City Manager (Budget
Officer) and Finance Officer to be kept on file by them for their direction in the
collection and disbursement of funds. Said officials are hereby authorized to
receive and expend funds as herein set forth in accordance with the Shelby City
Code and the General Statutes of the State of North Carolina.
Sec. 27) The following authorizations and restrictions shall apply to the adoption and
enactment of this budget:
A. The City Manager shall be authorized to reallocate departmental
appropriations among the various objects of expenditure as he believes
necessary.
B. The City Manager shall be authorized to effect interdepartmental transfers
in the same fund not to exceed ten percent (10%) of the appropriated
monies for the department whose allocation is reduced.
C. The City Manager shall be authorized to effect transfers between capital
projects that are budgeted in the same capital project fund.
D. The City Manager shall be authorized to transfer any remaining balances
from any Capital Project upon its completion to the corresponding reserve fund.
Interfund transfers from operating funds shall be accomplished by City Council
authorization only.

!! Budget Ordinance
Page 9
June 2, 2014
E. The budget adopted herein may be amended to reflect encumbrance
balances for expenditures properly committed but unpaid at the end of the
prior fiscal year, and increasing fund balances appropriated by a similar
amount.
Adopted and approved this the 2"d day of June 2014.
ATTEST:
Beni dette A. Parduski, NCCMC, MMC
City Clerk
APPROVED AS TO FORM:
Robert W. Yelton
_i City Attorney

WWTP Planning Sheet
Capital Improvements Program
2014-2019
Description
FY 2014-2015
FY 2015-2016
FY 2016-2017
FY 2017-2018
Replace ZD21 Lawn Mower
18,000
._....._._._._._.........
................................... _...
._........ _........ -.._.._..... —...
........ __...............................
Replace ZD28 Lawn Mower
....... 20.000
._------------
Compost Operations - Trammel Screen
......._......_._...._....._..................._._......_........._................._._......................................._._.._........_.._.
250,000
r..
Autoclave
10,000..
BOD Incubator
Analytical Balance
-5,000
_
4h.
HVAC Replacement (3 units) (Lab/Administration/Canteen)
Isco Composite samplers - Influent and Effluent
13,500
Replace the roof at the Chlorine building with a new TPO roof
...... _.._............ _...._.....
........ _._..... _............... _...
.... ......... ............ _..... _.......
... ._ ... _............... _...... _._..
4e
Replace the HVAC in the compost building
10:000
Lab Microwave (compost solids analyzer)
15,000
_......................_....._.............._......_............__.._......_......._................
_..........._............._............
Replace Air Compressor (Compost)
.............. ___ .... _..............
... _._...___. 10,000
- M _—........._.._.._.........._..__._.........._.._.._._
Replace Air Compressor (Shop)
Replacement Tub for Diamond Z Grinder
_
30,000
SCADA Upgrades
18,750
4TAA
48).(H1
50,
25f3,
Replace # 506, Ford F-150
_—_----- 39,000
------------------
—--- -------------- I
----------------
New Truck for Pretreatment
30,000
UE�lIC IW ro At.
69�Ot10i
-
Replace Knight Mixer (Compost Bldg.)
_.__ ..... _........ _....
......................................
..._...................75s�.........._..._................._........
Primary Clarifiers #1- Repainting Improvements
35,000
Primary Clarifiers #2- Repainting Improvements
35,000
Influent Lighting Upgrades
20:000
Pump Upgrades and Replacements
25,000
T 25,000
25,000
_ 25,000
....... .............._...
Non -potable System Looping
_ _ . __
125,000
_._.
Replace Roof on Shop and Flashing
40000
_........................................
_. _......
....... I .............................. _...
Clean and Paint Structural Beams and Metal on Shop
151000
Compost Pad Amendment Extension
94,000
Bio filter Rebuild
80,000
Surveillance Equipment
..............................._............................................_........._....................................................................._.._.
2.0,000
Kingstown (Lift Station Improvements)
__.._......._............_............._...._............._..._........._•--_._.._.._.........._....
12,000
_......._.._......__....__._..
Petty Road (Lift Station Improvements)
.12,000
Randolph Lift Station Phase 2 (Electrical Improvements)
22,000
_....._._._......._.............
......... _.._......................
........... __............ _.._._.—
Walmart (Lift Station Improvements)
.12,000
Hendricks St (Lift Station Improvements)
.._....................................................._2501000
_... _.. _.
Belt Press Upgrades
CAPtT*A4TAt
750i171
6'}
48,5Gt
S5 Q]
Prepared By Julie R McMurry
12/10/2014 4:47 PM

r-
' SEWER DEPT
Capital Improvements Program
2014-2019
'
Description
FY 2014-2015
FY 2015-2016
FY 2016-2017
FY 2017-2018
FY 2018-2019
Replace # 4086 Air Compressor
20,000
Replace Rodder 2008 Sreco
----------------
-----_----------..._...._
...................._.._........._......_.._._......_..._..
38,000
__....__....._.._._N
Replace Trenchboxes
11,000
Easement Machine
------ —�-
---------------- -
_.............. _.__
._.......� _ .......
........... .
Camera Replacement
90,000
JQ�
�O.
Replace Camera Trailer -1998
...... ......................._....................................................._........................._........_..._....................................._............_..._
8,000
__..
Replace Core Trailer
--------
8 000
------ --
..
—
'
Replace Red Equipment Trailer
6,000
-
--- _
T• _
._... _
Replace # 653, 2003 FL-80 Freightlinger
..............................
.... .......... ....
_... _...... _..__.... ...._...
200,000
_.._..._... _. _.
_......_._.._
0g
Replace # 654, 2004 Ford F-250
30,000
_
-
J�
I & I Repairs
50,000
._................. _..................
50,000
............. _....._..................
50,000
_......_........_.............__...................._........_..............................._...
50,000
5 ,000
6
Right of Way Clearing Projects
25,000
25,000
25,000
25,000
10,000
o1�Gti
Sewer Rehabilitation Projects
400,000-
_----__ 500,000-
600,000
715,000
715,000
Q�
Sewer System Hydraulic Study
50,000
_
475fi `
ail
6T p
T"` '0
?St fIQ
�ii!ll?I " " 4q 'L
537�,�
G 9TIg0�
7 3r©ttl�
,i128T,N0la11
7 ,►40�
Prepared By Julie R McMurry
12/10/2014 4:48 PM

Standard Operating Procedure - UTIL-2000.001 ="Corresponding
..... ... _ ..
Name: Sewer-Overflow/Spill Response Procedure >
Requirements:
ISO Standard: 5-2, 6-7
K
EMS Manual: 4.3.2, 4.4.7
Prepared By: ,Julie R. McMurry, Assistant Utilities Director
Revision Date: 12/15/2014
David W. Hux, Assistant Utilities Director
Revision #:..3
Approved By: David Hux; Assistant Utilities Director
Effective Date: 08/07/2009
Signature: On File
Page 1 of 13
Sewer Overflow/Spill Response
Standard Operating Instruction
1.0 Purpose
1.1 To provide guidance to Utilities employees to ensure compliance with sewage spill requirements
established by the State of North Carolina Department of Environment and Natural Resources. This
procedure covers spills at the Wastewater Treatment Plant, sewer collection system and wastewater lift
stations.
2.0 Environmental Impacts
2.1 This procedure affects compliance with sewer overflow and reporting requirements.
2.2 Following this procedure will result in the City of Shelby meeting all reporting requirements to regulatory
agencies, media and the public.
2.3 Following this procedure will also allow the City of Shelby to effectively monitor and measure the
number, amounts, and significance of overflows within the collection system, lift stations, and at the
Wastewater Treatment Plant (WWTP) in order to determine if further procedures and/or corrective
actions are needed to effectively eliminate and/or minimize the impact of the wastewater delivery and
treatment systems within the City of Shelby.
2.4 Not following this procedure will result in overflows not being properly reported to regulatory agencies.
Thus the City of Shelby will be in non-compliance and may receive substantial monetary fines and/or
notices of violation.
2.5 Not following this procedure will also result in the City of Shelby not being able to effectively monitor
and measure the impact of its wastewater delivery and treatment system on the environment. Without
proper monitoring and measuring, inappropriate decisions may be made with regard to corrective
actions being taken or not which could result in an increase in the number of overflows thus increasing
the negative impact of the wastewater delivery and treatment system on the receiving streams.
3.0 Associated Equipment
3.1 Sampling Kit
3.1.1 6 - 1-liter plastic sample bottles
CONTROLLED DOCUMENT DISTRIBUTION PER DOCUMENT CONTROL MATRIX

Revision #: 3
Standard Operating Procedure -`UTIL-2000.001 Revision Date: 12/15/2014
Name: Sewer Overflow/Spill Response Procedure
'Effective Date: 08/07/2009 `
Page 2 of 13
3.1.2 6 -100 ml sterilized fecal containers
3.1.3 4 -1-liter glass sample bottles for Oil and Grease
3.1.4 6 glass VOA bottles
3.1.5 Chain of Custody forms
3.1.6 Spill Investigation Report Form (UTIL-2001.001A)
3.1.7 Label Tape
3.1.8 Permanent (water proof) marker
3.1.9 2 Sampling jugs on a rope (1 sterilized and 1 cleaned with soap and water)
3.1.10 City of Shelby Map
3.1.11 Disposable gloves
3.1.12 Safety glasses
3.1.13 Flashlights for sampling at night (may be stored at WWTP or in trucks)
3.1.14 Reflective safety vests (may be stored in individual trucks)
3.2 Additional equipment needed for sampling
3.2.1 Cooler filled with ice
3.2.2 DO and pH meters and probes, obtain from Wastewater Treatment Plant.
4.0 Associated References
4.1 NC Clean Water Act of 1999; House Bill 1160
4.2 Spill/Overflow Notification Media List, Section III
4.3 Spill reporting forms:
4.3.1 Spill Investigation Report Form (UTIL-2001.001A)
4.3.2 Collections System Overflow (UTIL-2001.001B) - State spill report is in PDF format located on the
Utilities shared drive ��Shelbygis�uoc projects water & sewer�!SO 14001�General Utilities�2000 -
Utilities Emergency Preparedness and Response � Utilities Forms. Because of the PDF Format, the
file will not show up as an office document and must be opened by selecting "all files" under
"type of file" or through using "My Computer" or "Windows Explorer". This form can also be
found on the Division of Water Resources (DWR) website at
h ttp://portal. ncdenr. org/weblwglswplpslcslsso.
4.3.3 Overflows that occur at the WWTP - State Response Evaluation (UTIL-2001.001C)
4.3.4 All overflows that reach a stream - Spill Investigation Sampling Report Form (UTIL-2001.001F).
4.4 Public Notice Template UTIL-2001.001D
CONTROLLED DOCUMENT DISTRIBUTION PER DOCUMENT CONTROL MATRIX

4.5 Press Release Template UTIL-2001.001E
4.6 Shelby Utilities Communication Sheet
4.7 ' DO Calibration and Analysis Procedure available in laboratories
4.8 pH Calibration and Analysis Procedure available in laboratories
4.9 City of Shelby Environmental Policy
4.10 City of Shelby Environmental Management System Manual
4.11 ISO 14001 Standard
5.0 Spill Procedures
5.1 In the event of a spill, staff should halt the source of the spill and then notify the respective Operator in
Responsible Charge (ORC) to inform them of the spill. In the event that the ORC is not available, the
Back-up ORC will assume responsibilities. If the ORC knows that they will be unavailable (due to
vacations, etc) the back-up ORC should be notified so they may be available in the event of a spill.
5.2 Spill investigation will be coordinated by the ORC as soon as possible and the ORC will have to determine
the cause and effect of the spill/overflow.
5.3 Ensure that a thorough investigation of the spill is conducted using the Spill Investigation Report Form
(UTIL-2001.001A) and complete the necessary paperwork.
5.3.1 In the event of a spill within the collection system, the ORC should coordinate efforts to
investigate the area in which the spill has occurred. Manholes upstream and downstream should
be pulled within the area to determine if problem is in other places within the area (Manhole
numbers and/or segment numbers should be listed on the Spill Investigation Report). Staff should
also be coordinated to conduct other preventative maintenance of the area ASAP, including but
not limited to camera work, rodding and jetting.
5.3.2 If the spill has reached a waterway the Assistant Utilities Director will make a determination if
creek samples are needed. Notification to one of the Assistant Utilities Directors should be made
as soon as possible to allow sampling to take place.
5.3.3 By walking downstream of the spill verify if the spill has caused a fish kill. If dead fish are evident,
contact the Wastewater Plant ORC to schedule stream sampling (Reference 7.0 Stream Sampling
Procedures).
5.3.4 If the cause of the overflow is - determined to be related to fats, oils, and grease the
Pretreatment/FOG Coordinator shall be notified during normal business hours to conduct a
source investigation of the problem.
CONTROLLED DOCUMENT DISTRIBUTION PER DOCUMENT CONTROL MATRIX

5.4 The responsible ORC will make the initial notification within 24 hours to the State; however the ORC
should not make any assumptions to the State until a full investigation is conducted. If at any time an
ORC is unsure whether a spill is reportable, please contact one of the Assistant Utilities Directors.
5.5 The ORC should determine by volume of spill if notification to the news media will be required
(Reference Section 8.0 Media Notification). In the case that news media notification is required
immediately contact one of the Assistant Utilities Directors. The Assistant Utilities Director will review
all documentation prior to filing any reports to the State or making any media notifications.
5.6 The Contract Administrator will complete the spill report and submit to the state, fax media
notifications, forward a copy to the ORC of the reporting department, and forward a copy to the GIS
Department so that spill information can be put into the City's GIS system.
6.0 State (DWQ) Notification — The ORC for the impacted area is responsible to ensure that spills/overflows are
reported appropriately.
6.1 Notification of reportable spills (Spills/Overflows that are 1,000 gallons or more to the ground surface or
any SSO and/or spill regardless of volume that reaches surface water (including storm drains)) must be
made to Division of Water Resources (DWR) — Mooresville Regional Office within 24 hours of first
knowledge of the spill. When reporting ask for a Water Resources Staff Member. If outside of normal
office hours (nights, weekends, holidays), notification shall be placed to the 24-Hour Emergency
Management number [phone].
6.2 All notifications to DWR must be followed up with a written report within 5 days of first knowledge of
spill. The report must be filed electronically through NC DWR's State Basinwide Management Software
(BIMS) site, faxed to the attention of a Water Resources Staff Member (fax # [phone]) or mailed to
NC DWR at 919 N. Main Street, Mooresville, NC 28115.
6.2.1 Notification of spills which occur in the collection system including lift stations should be made
using the BIMS online or in the case that online access is not available then manual completion and submittal of Collection System Overflow Form (UTIL-2001.00113) is required. A PDF format of
this document is located on the Utilities shared drive IlShelbygisluoc projects water & sewer11SO
140011 General Utilities12000 - Utilities Emergency Preparedness and Response) Utilities Forms.
6.2.2 Notification of spills that occur at the wastewater treatment plant should be made using form:
State Response Evaluation (UTIL-2001.001C). This document is located on the Utilities shared
drive ] Shelbygisluoc projects water & sewerllSO 140011General Utilities12000 - Utilities
CONTROLLED DOCUMENT DISTRIBUTION PER DOCUMENT CONTROL MATRIX

Revision #:- 3
Standard Operating Procedure — UTIL 2000001 -Revision Date: 12/15/2014
` Narne: Sewer Overflow/SpillAesponse Procedure
Effective Date: 08/07/2009
Page 5'of 13
.Emergency Preparedness and. Response I Utilities Forms. The completed form should be faxed or
mailed to NC DWR.
6.3 Prior to filing a spill report, the responsible ORC must check with applicable staff to ensure that all
actions taken in response to the spill are included in the report.
6.4 All reports will be reviewed by the Field Operations Superintendent or the Assistant Utilities Director
prior to giving them to the Contract Administrator for report submission.
7.0 Stream Sampling Procedures
7.1 Under certain circumstances, City staff should collect creek samples for the City's information:
■ Fish Kill is observed
■ Magnitude of the spill
o Large Magnitude or prolonged spill
o Small Stream and large spill
■ Location of spill
o Above a swimmable water
o Near recreation area (Park, school, etc...)
7.2 Once it has been determine that spills have entered a waterway, an Assistant Utilities Director, along
with the ORC will make the decision whether samples are to be obtained.
7.3 For spills occurring during normal working hours (7:30 am —4:00 pm M-F):
7.3.1 Sampling request will be made to the WWTP ORC for coordination sampling efforts. If after
hours, contact the operator on -call for the WWTP.
7.3.2 At times, sampling personnel may be unavailable or only one person available to obtain samples.
In this case, Plant Operations, Plant Maintenance, or Field Operations personnel may be
requested to either obtain samples or accompany the sampler.
7.3.3 Personnel obtaining samples will notify the WWT laboratory that spill samples will be coming in.
7.4 For spills occurring after hours:
7.4.1 The Operator on -call for the WWTP will be contacted and asked to obtain samples.
7.4.2 A sampling kit for spills will be stored at the WWTP. Prior to going off -call any materials used
from the spill kit must be replaced so that the kit is ready for the next spill (see Section 3.0 for
required spill kit contents)
7.4.3 The operator on -call may request the assistance of Field Operations or Plant Maintenance
personnel in obtaining samples.
CONTROLLED DOCUMENT DISTRIBUTION PER DOCUMENT CONTROL MATRIX

Revision # 3
Standard Operating Procedure — UTIL-2000.001 Revision Date: 12/15/2014
Name:' Sewer Overflow/Spill Response Procedure
Effective Date` 08/07/2069
Page 6 of 13
7.5 For safety reasons, no single person shall try to obtain samples at spill locations by themselves. The
cooperation of all Utilities Department employees is requested to assure that no one is placed in a
position where he or she may be tempted to obtain spill samples alone.
7.6 Prior to leaving for a spill, the samplers must make sure that they have DO and pH meters which can be
obtained from the WWTP. These meters must have documented calibration prior to analysis of the
samples. If meter has not been calibrated within 24 hours refer to appropriate calibration procedure.
7.7 Compare the contents of your sampling kit with the required contents in Section 3.0 prior to leaving to
go collect samples.
7.8 Once the sampler arrives at the spill site, he/she must determine where to obtain samples.
7.9 Upstream samples should be obtained first.
7.9.1 Use the sterilized jug on a rope provided in the sampling kit to obtain a sample of the stream
upstream of the spill location.
7.9.2 Rinse the jug thoroughly with the stream water and pour it out downstream of where you wish to
sample.
7.9.3 Fill the sampling jug again and pour this water into thel-liter sample bottle provided. (It may take
lowering the jug and obtaining samples of the stream several times to fill the 1-liter jug, since it
sometimes is difficult to completely fill the sampling jug.)
7.9.4 Use the sterile sampling jug to get a sample and pour this water into the 100 ml fecal container to
the line on the container.
7.9.5 Obtain another stream sample in the jug on a rope and take it to the DO and pH meters.
7.9.6 Analyze the sample for DO, pH and temperature immediately sample, using the appropriate
procedure.
7.9.7 Record the results in the appropriate column on the Spill Investigation Sampling Report (UTIL-
2001.001F).
7.9.8 Record the date, time, location, and analysis needed of the sample on the sample bottle. Label
tape should be provided in the sampling kit.
7.9.8.1 Secure lids on both samples and place in a cooler of ice.
7.9.9 Downstream samples must then be obtained. It is recommended that 3-4 downstream samples
be obtained approximately % mile apart.
7.9.10 Repeat steps 7.9.1 through 7.9.9 for obtaining and analyzing the downstream samples. (DO NOT
use the same jug on a rope used for upstream sampling.)
CONTROLLED DOCUMENT DISTRIBUTION PER DOCUMENT CONTROL MATRIX

Revision'#: 3
Standard Operating Procedure — UTIL-2000.001 Revision Date: 12/15/2014
Name: Sewer Overflow/Spill Response Procedure
Effective Date: 08/07/2009
Page 7 of 13
7.10 Samples must then be taken to the WWTP laboratory for analysis. (Fecal must be set up within 8 hours
of obtaining the first sample.)
7.11 Complete a Chain of Custody Form, for Fecal Coliform and NH3-N, and relinquish samples to laboratory
personnel if available.
7.12 If after hours, place the 1-liter samples in the refrigerator, sign the Chain of Custody Form to relinquish
the samples, and clip the Chain of Custody Form and Spill Investigation Sampling Report to the clipboard
provided beside the laboratory door.
7.13 At this point the operator on -call must set up the fecal samples. (Reference Fecal Coliform Analysis
Procedure)
7.14 If samples were obtained after normal working hours arrangements must be made for either the
Operator on -call or another trained person to return the following day to read the fecal samples and
record the results on the Spill Investigation Sampling Report.
7.15 Clean spill sampling equipment and replace in kit along with replenishing supplies.
7.16 Once all analyses have been completed, the results must be recorded on the Spill Investigation Sampling
Report.
7.17 When lab analyses are complete, the laboratory supervisor must notify the ORC of the appropriate area
and provide them with the Spill Investigation Sampling Report.
7.18 The ORC should attach the Spill Investigation Sampling Report to the State Spill Report when submitted
to the State, if paper copies are filed.
8.0 Media Notification
8.1 Spills/Overflows that are 1,000 gallons or more to the ground surface or any SSO and/or spill regardless
of volume that reaches surface water (including storm drains) requires a press release within 24 hours,
which is located on the Utilities Share Drive �jShelbygisluoc projects water & sewerlISO 14001�Ggneral
Utilities12000 - Utilities Emergency Preparedness and Response � Utilities Forms.
8.1.1 The ORC will notify the Assistant Utilities Director before submitting the press release.
8.1.2 The ORC will process and submit the press release within 24 hours of spill to the appropriate
media listed on the Spill/Overflow Notification Chart (UTIL-2001.001.G) which is located on the
Utilities Share Drive 1�Shelbygisluoc projects water & sewerjISO 14001�General Utilities�2000 -
Utilities Emergency Preparedness and Response I Utilities Forms.
8.1.3 Once the press release has been submitted to the media, the press release and a copy of the
email(s) or confirmation fax will be given to the Contract Administrator for distribution and filing.
CONTROLLED DOCUMENT DISTRIBUTION PER DOCUMENT CONTROL MATRIX

Revision #: 3
Standard Operating Procedure — UTIL-2000.001 Revision bate: 12/15/2014
Name: Sewer Overflow/Spill Response Procedure
Effective Date: 08/07/2009
Page 8 of 13
8.2 Spills/Overflows that are 15,000 gallons or more and reach a storm drain or surface water.
8.2.1 Follow the same steps as described above in 8.1.
8.2.2 In addition a public notice must be published within 10 days of discharge, which is located on the
Utilities shared drive IJShelbygisluoc projects water & sewer11SO 140011General Utilities12000 -
Utilities Emergency Preparedness and Response) Utilities Forms.
8.2.3 Prior to submission to the media for publication the ORC, or designee, will get the Public Notice
approved by Utilities Director, or his designee.
8.2.4 Once the public notice is approved, the Contract Administrator will submit the public notice to the
required newspapers within 10 days of the notification.
8.2.5 The ORC will coordinate with the Contract Administrator to ensure that copies of the published
notice and proof of publication (notarized copies) are sent to Non -Discharge Compliance Unit —
DWR 1617 Mail Service Center, Raleigh, NC 27699-1617 within 30 days of discharge.
8.3 Spills/Overflows that are 1,000,000 gallons or more and reach a storm drain or surface water.
8.3.1 Follow the same steps as described above in 8.3.
8.3.2 In addition the ORC shall call the NC DWR Mooresville Regional Office — Water Resources Section
at [phone] or [phone] (after-hours, weekends or holidays) to inform them that we
have had a spill in excess of 1,000,000 gallons. Inform them of what counties the City is issuing
public notices and ask if NC DWR requests any additional counties/agencies to be notified.
8.3.3 An Assistant Utilities Director shall call South Carolina Department of Health and Environmental
Control (SC DHEC) Emergency Response at [phone] so they may notify downstream Water
Plants.
8.3.4 Once the City has been informed by NC DWR of any other counties, the ORC will coordinate with
the Contract Administrator to develop a public notice for distribution to media outlets in the
affected counties (Reference Spill/Overflow Notification Chart, Section III) within 10 days of
notification. Prior to publication, all Public Notices will be reviewed by the Utilities Director or
designee prior to distribution.
8.3.5 The Contract Administrator will obtain proof of publication (notarized copies) to be submitted to
NC DENR - DWR Water Resources Section 610 East Center Avenue Mooresville, NC 28115 within
30 days of the discharge.
8.3.6 Following any spill notification a fax journal, any laboratory data from investigation, copies of
relevant e-mails, and any other documentation produced during the spill notification process
CONTROLLED DOCUMENT DISTRIBUTION PER DOCUMENT CONTROL MATRIX

Revision #: 3
Standard Operating Procedure — UTII-2000.001 • 'RevisionDate: 12/15/2014
Name: Sewer Overflow/Spill Response Procedure
Effective,Date: 08/07/2009
Page 90f,13
must be attached to the spill documentation and kept on file with the Contract Administrator. All
support documentation of Wastewater Treatment Plant spills/overflows will be copied and
provided to the WWTP for ease of access for State Inspections. A copy of lift station overflows
will be provided to the Plant Maintenance Supervisor.
i
9.0 Electronic Reporting
9.1 Electronic reporting is the preferred method of notification and should be used whenever possible. Only
spills occurring in the collection system may be made using this system. A completed Spill Investigation
Report should be sent to the Contract Administrator for processing, or in the event that a report must be
filed and she is not here, the Assistant Utilities Director(s) should be notified.
9.2 Website: http://bimsportaLncdenr.orq:7001/usersandsecuritylpageslbimsLogin.jsp The Contract
Administrator will have user name and password.
9.3 Click the "View/Complete Reports" tab to view the report.
9.4 The next screen will be a listing of all spills reported by Shelby in the last several years.
9.5 State staff should have already input the 24-hour date/ time of the report when the ORC, or designee,
reported the spill. Click "24 Hour. Date" twice to sort the reports by the most recent date and click on
the sheet of paper icon beside the appropriate date and location.
9.6 This will take you to the spill report form.
9.7 When completing dates and times the format is as following 03/28/08 09:30 AM. The ":" will be added
by the computer; you only type the numbers.
9.8 Complete each question and be sure to click the "yes" box at the bottom of the first page of the form
saying that we acknowledge that if the spill requires a press release and /or public notice we realize that
this information must be completed and maintained on file. If this box is not checked, you will not be
able to proceed to the next screen.
9.9 Print the questions on the next screen and give to the ORC for completion. Log out of BIMS.
9.10 Once questions have been completed, give to the Assistant Utilities Director for final review.
9.11 Access BIMS (follow steps 9.2 through 9.6) to complete questions.
9.12 When you reach the bottom of the report click the submit button.
9.13 Click the print report link to print a copy of the final report.
9.14 The report will pull up in Adobe and can be printed out to maintain a hard copy on file.
9.15 Upon completion, send a copy of the report to the GIS department and the ORC of the reporting
department. The original report will be kept on file in the Contract Administrator's office.
CONTROLLED DOCUMENT DISTRIBUTION PER DOCUMENT CONTROL MATRIX

Revision #: 3
Standard Operating Procedure — UTIL-2000.001 Revision Date: 12/15/2014
Name: Sewer Overflow/Spill ResponseProcedure "
Effective Date: 08/07/2009
Page 10 of 13
9.16 For all re -occurring overflows, if there are any follow-up actions taken that were not included in the spill
report a brief summary of those actions must be sent to a Water Resources Staff Member. This
information is used by DWR to ensure that appropriate follow-up actions, which may take longer than
five days to complete, have been taken to prevent future overflows at the same location.
9.17 The ORC of the area where the overflow occurred is responsible for determining if the overflow is
reoccurring, meaning that another overflow has previously occurred at the same location. When
appropriate, such as with overflows due to FOG, the ORC must inform applicable personnel of previous
overflows in the same location to ensure they are aware that the overflow is reoccurring.
9.18 After all follow-up actions are completed; appropriate personnel must review the spill report to
determine if any follow-up actions were conducted in addition to those listed in the original spill report.
If so, a brief summary of those actions along with the spill date and location must be sent to DWR.
Copies of the correspondence are sent to the Contract Administrator. The correspondence shall be
attached to the copies of the original spill report. The correspondence should be sent to additional
personnel as necessary.
9.19 After allowing time for the State to update the BIMS database, request for city personnel to access the
database and print and distribute copies of the updated spill report.
CONTROLLED DOCUMENT DISTRIBUTION PER DOCUMENT CONTROL MATRIX

Revision #: 3
Standard Operating Procedure — UTIL-2000.001 Revision Date: 12/15/2014
Name: Sewer Overflow/Spill Response Procedure
.Effective Date: 08/07/2009
Page 11 of 13
Spill/Overflow Notification Chart
Amount
<1000 gallons did
>_1000 gallons did
1 to 999 gallons
1000 to 14,999
gallons reached
15,000 to 999,999
1,000,000 and up
of Spill
.not reach creek
not reach creek
reached creek
creek
reached creek
reached creek
Notify DWR within
Notify DWR within
24 hours of first
24 hours of first
knowledge of
knowledge of
Notify Assistant
Notify Assistant
Step 1
Not a reportable
incident
incident
Notify appropriate
Utilities Director and
Utilities Director
spill to DWR
Mooresville Office
Mooresville Office
ORC/Supervisor
[phone] or
[phone] or
ORC
and ORC
After-hours
After-hours
[phone]
[phone]
Notify DWR within
Notify DWR within 24
Notify DWR within
Do thorough
24 hours of first
hours of first
24 hours of first
investigation of
Do thorough
Do thorough
knowledge of
knowledge of
knowledge of
Step 2
spill; complete
investigation of
investigation of
incident
incident
incident
spill investigation
spill; complete spill
spill; complete spill
Mooresville Office
Mooresville Office
Mooresville Office
investigation report
investigation report
[phone] or
[phone] or
[phone] or
report
After-hours
After-hours
After-hours
[phone]
[phone]
[phone]
Submit spill report
Notify SC DHEC
Contract
to DWR within 5
Do thorough
Do thorough
Emergency
Administrator will
days of first
Determine if
investigation of
investigation of spill;
Response
Step 3
distribute to
knowledge of
sampling is needed
spill; complete spill
complete spill
within 24 hours of
departments and
incident via BIMS,
investigation report
investigation report
first knowledge of
file in office
fax or mail
incident
[phone]
Notify Wastewater
Notify Wastewater
Contract
Submit spill report
Operations to
Operations obtain
Administrator will
to DWR within 5
obtain samples
d
samples during
Do thorough
Step 4
distribute to
days of first
during normal
normal business
investigation of
appropriate
knowledge of
business hours;
hours; After-hours
spill; complete spill
departments and
incident via BIMS,
After-hours contact
investigation report
file in office
fax or mail
WWT Operator on-
contact WWT
Operator on -call
call
Notify Wastewater
Contract
Notify Assistant
Notify Utilities
Operations to
Administrator will
Utilities Director of
Director of spill;
obtain samples
Step 5
distribute to
spill; Submit press
Submit press release
during normal
appropriate
release to Assistant
and public notice to
business hours;
departments and
Utilities Director for
Utilities Director for
After-hours contact
file in office
approval
approval
WWT Operator on -
call
Submit approved
Submit approved
press release to
press release to news
Notify Utilities
news media within
media within 24
Director of spill;
Step 6
24 hours of first
hours of first
Submit public
knowledge of
knowledge of
notice to Utilities
incident (see
incident (see
Director for
reference chart for
reference chart for
approval
media listing)
media listing)
CONTROLLED DOCUMENT DISTRIBUTION PER DOCUMENT CONTROL MATRIX

Revision #: 3
Standard Operating Procedure — UTIL-2000.001 Revision Date: 12/15/2014
Name: Sewer Overflow/SpillResponse Procedure
Effective Date: 08/07/2009
Page 12 of 13
- Continued on Next Page -
Spill/Overflow Notification Chart - Continued
Amount <1000 gallons did >_1000 to 14,999
1000 gallons did 1 to 999 gallons 15,000 to 999,999 1,000,000 and up
of Spill not reach creek not reach creek reached creek gallons reached reached creek reached creek
creek
Submit approved
Submit spill report
Submit spill report
press release to
to DWR within 5
o
DWR within 5 days of
news media within
Step 7
days of first
first knowledge of
24 hours of first
knowledge of
incident via BIMS, fax
knowledge of
incident via BIMS,
or mail
incident (see
fax or mail
reference chart for
media listing)
Contract
Submit spill report
Administrator will
Publish public notice
to DWR within 5
Step 8
distribute to
within 10 days of
days of first
appropriate
discharge
knowledge of
departments and
incident via BIMS,
file in office
fax or mail
Step 9
Step 10
Step it
Obtain copies of
public notice and
proof of publication
and submit to DWR
within 30 days of the
discharge
Contract
Administrator will
distribute to
appropriate
departments and file
in office
Publish public
notice within 10
days of discharge
Obtain copies of
public notice and
proof of publication
and submit to DWR
within 30 days of
the discharge
Contract
Administrator will
distribute to
appropriate
departments and
file in office
CONTROLLED DOCUMENT DISTRIBUTION PER DOCUMENT CONTROL MATRIX

Revision #: 3
Standard Operating Procedure —UTIL-2000.001 Revision Date: 12/15/2014
Name: Sewer Overflow/Spill Response Procedure
Effective Date: 08/07/2009
" Page 13 of 13
10.0 Revision History:
Revision
C/PAR #'
` Reason for
Revision
Description of Revision
Date
#
09/13/12
1
Update
Linked Corresponding Requirements
7/28/14
2
0238
Update
The State has consolidated services into the Division of Water Resources.
Procedure revised to reflect this. Some of the media outlets are no longer in
business and changes have occurred with contact information. Fax numbers
have been changed to email addresses.
12/15/14
3
0238
Update
The State has revised the reporting requirements from 48 hours to 24 hours
(press releases). Removed the Spill/Overflow Notification Chart to a separate
document and issued a control number UTIL-2001.001.G.
CONTROLLED DOCUMENT DISTRIBUTION PER DOCUMENT CONTROL MATRIX

Water Pollution Control System Operator Designation Form
WPCSOCC
NCAC 15A 8G .0201
Permittee Owner/Officer Name: City of Shelby / Julie R. McMurry
Mailing Address: PO Box 207
City: Shelby State: NC Zip: 28151 - 0207 Phone #: ( 704 ) 484-6840
Email address: iulie.mcmurry(@cityofshelby.com
Signature: Date: 1A I Zq,3 A0`4-
................ ....................................................................................................................
Facility Name: City of Shelby Sewer Collection System Permit #: WQCS00037
SUBMIT A SEPARATE FORM FOR EACH TYPE SYSTEM!
Facility Type/Grade:
Biological WWTP Surface Irrigation
Physical/Chemical Land Application
Collection System IV
Operator in Responsible Charge (ORC)
Print Full Name: John D Kimble
Certiflcatff"Nvve / Grade / Numbel{%S/LV 989255 Work Phone #: ( 704 ) 484-6840
Signatur Date:xgz/,�Pz/_,�?
"I certify that I agree to my designation as the Operator in Responsible Charge for the facility noted. I understand and will abide by the rules
and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
.............................................................................................................................................
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name: Mark S Swink
Certificate Type / Grade / Number: CS/IV 249RO Work Phone #: ( 704 ) 484-6R40
Signature: Date: 0.
"I certify that I agr a to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G .0205 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
..............................................................................................................................................
Mail, fax or email the WPCSOCC, 1618 Mail Service Center, Raleigh, NC 27699-1618 Fax: [phone]
original to: 1HKJ1TeTFWTd%WiTfflWNTe M.
Mail or fax a copy to the Asheville
appropriate Regional Office: 2090 US Hwy 70
Swannanoa 28778
Fax: [phone]
Phone: [phone]
Washington
943 Washington Sq Mall
Washington 27889
Fax: [phone]
Phone: [phone]
Fayetteville
225 Green St
Suite 714
Fayetteville 28301-5043
Fax: [phone]
Phone: [phone]
Wilmington
127 Cardinal Dr
Wilmington 28405-2845
Fax: [phone]
Phone: [phone]
Mooresville
610 E Center Ave
Suite 301
Mooresville 28115
Fax: [phone]
Phone: [phone]
Winston-Salem
585 Waughtown St
Winston-Salem 27107
Fax: [phone]
Phone: [phone]
Raleigh
3800 Barrett Dr
Raleigh 27609
Fax: [phone]
Phone:[phone]
Revised 03-2014

Facility Name: sty of Shelby Sewer Collection System Permit #: WQCS00037
.................................................................................................................................... • --......
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name: Adam M Howell
Certificate Type /Grade /Number: CS Iy gx5584 Work Phone #: ( 704) 484-6840
Signature: //M Date: 42 - / q — I
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G .0205 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
.............................................................................................................................................
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name: Brad C Greene
Certificate Type / Grade / Number: CS IV 998067
Work Phone #:
( 704 )
484-6857
Signature:
Date:
j?" — \C�—\Lk
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G .0205 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name: Christopher J Brunette
Certificate Type / Grade / Number: CS IV 997881
Work Phone #:
( 704 )
484-6857
Signature:
Date:
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G .0205 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
.............................................................................................................................................
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name: Michael S Bradley
Certificate Type / Grade / Number: CS 111 1000720 Work Phone #: (704 ) 484-684
Signature: Date:
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G .0205 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
................................................................................................................................................................................
Revised 03-2014

1.0 Purpose
The City of Shelby owns and operates 19 sewer lift stations that fall under the Collection System Permit
#WQCS0037. The City of Shelby also has agreements with the Towns of Fallston and Kingstown to provide
operation and maintenance of their collection system and lift stations, all of which discharge to the City of
Shelby collection system. This procedure will provide guidance for both normal and emergency operations
for all sewer lift stations that the City of Shelby is responsible for maintaining. Following this procedure
will insure that the sewer lift stations will be properly maintained through inspections and maintenance
activities. As a result of these activities reduced chance of a Sanitary Sewer Overflow from occurring at a
sewer lift station. This procedure is based off of the requirements set forth in the City of Shelby System -
Wide Waste Water Collection System Permit.
2.0 Associated Equipment
2.1 Sewer Liftstations —See Sewer Liftstation Information PM-2002.002A
3.0 Associated References
3.1 EMS Manual EMS-1000.000
3.2 ISO 14001 EMS Standard
3.3 City of Shelby System -Wide Waste Water Collection System Permit #WQC50037
3.4 Sewer Liftstation Information — PM-2002.002A
3.5 Spill Investigation Report - UTIL-2001.001
3.6 Emergency Vendor List — UTL-2002.000A
3.7 Post Incident Review - EMS-1001.013A
3.8 Draw Down Test Form - PM-2001.002
3.9 Weekly Inspection Checklist-PM-2001.002A
3.10 Lift Station Service Sheet- PM-2001.0026
3.11 Lift Station Monthly Runtimes and Flow Meter Totals — PM-2002.00213
***Controlled copies of this document are on the computer network read only drive***

Revision #: 0
Name: Liftstation Operation and Maintenance - ` Revision Date: 12/18/14
Number: PM-2000.002 Effective Date: 12/18/14
Page•2 of;10
4.0 Liftstation Information
4.1 The City of Shelby owns and operates nineteen (19) sewer liftstations. The City also has
operational agreements for the Towns of Fallston and Kingstown for the sanitary sewer system
operation and maintenance. Under these agreements Fallston has Five (5) liftstations and
Kingstown has two (2) lifstations that the City maintains.
4.2 Specifics regarding these stations in regards to location and equipment can be found in the
Sewer Liftstation Information reference chart and liftstation location maps.
4.3 City also maintains a low pressure sewer system located at Deerbrook Subdivison and also a line
along Hoey Church Road. Field Operations is responsible for the low pressure loop to the New
Prospect Liftstation and Plant Maintenance handles the maintenance to the E/One Pumps. List
of these customers is in the Liftstation information and can be obtained from Customer
Services.
5.0 Normal Operation
5.1 The City's Collection System Permit (WQ00037) with the State of North Carolina requires weekly
inspections of the liftstations that have telemetry or alarm notification system. Currently all
stations are equipped with a notification system. If the notification systems are not working,
the liftstations are required to be inspected daily.
5.2 Inspections of the liftstations are tracked through the City's CMMS program. This program is
MPULSE and accessible through the internet at www.mpulse7.com.
5.3 Weekly inspection workorders are automatically generated each week for all of the liftstations
operated by the City. The workorders contain specific tasks that must be completed by the
operator/mechanic. Lift Station Weekly Inspection Checklist.
5.4 The Liftstations also have a Lift Station Weekly Inspection Checklist that shall be completely
filled out every time the lift station is visited, this is to provide written proof that the stations
are being properly inspected and maintained as per the City of Shelby Collection System Permit.
5.5 The Lift Station Weekly Inspection Checklist will be kept in a logbook at each lift station until all
blank forms have been completed. Once all of the blank Lift Station Weekly Inspection Checklist
***Controlled copies of this document are on the computer network read only drive***

'Revision,#: 0
Name: liftstation Operation -and; Maintenance Revision Date:"T2/18/14
Number: "PM-2000.00z Effective ©ate: 12/1$f14
Page 3 of 10
has been completed, the inspection checklists will be filed in the Plant Maintenance Supervisor
office filing as per the document control matrix. Additional copies of the Lift Station Weekly
i
Inspection Checklist form can be located and printed from the network to refill the logbooks
as needed.
'i
5.6 Pumps runtime hours are recorded each week in the Lift,Station Weekly Inspection Checklist.
Additionally monthly runtime totals are recorded and tracked once per month through the Lift
Station Monthly Runtimes and Flow Meter Totals (PM-2002.002B) reference chart.
5.7 The Operator/Mechanic will evaluate the need for cleaning of the wetwell on a weekly basis.
Operator will typically wash down wetwell as needed and will coordinate with the Field
Operations Division if more extensive cleaning is necessary. Plant Maintenance can also utilize
a contract septage company in the Emergency Vendor List if needed.
I�
- 5.8 The maintenance of the Air Release Valves (ARVs) also falls under the duties of Plant
Maintenance. The ARVs will are scheduled for checks in MPulse and will be checked every 4
months. The workorder is generated automatically by the program.
6.0 Maintenance:
6.1 The City provides a majority of the maintenance for the lifstations. Outside firms are used for
rebuilds of large pumps and motors. Please see Emergency Vendor List for companies utilized
by the Plant Maintenance.
6.2 Preventive maintenance work orders are scheduled and tracked through Mpulse. A Lift Station
Service Sheet (PM-2001.002B) should be completed and filed every time a planned service is
completed for a liftstation.
6.3 The City maintains the agreements with outside companies:
6.3.1 Carolina Catepillar Generator - Preventative and Corrective Maintenance
6.3.2 Thermal Imaging Technologies —Thermal Imaging for Electrical Components
7.0 Emergency Operation
7.1 High Water Alarms:lf responding to a high water alarm the goal is to prevent of a Sanitary Sewer
Overflow (SSO). Wet well levels will need to be closely monitored until the problem can be
***Controlled copies of this document are on the computer network read only drive***

Revision #: 0
Name: Liftstation'Operation and Maintenance Revision Date;'12/18/14
Number:,; PM-2000.002'• Effective Date:'12/18/14
Page 4 of,10
corrected. If it is apparent that a SSO will occur before the problem can be corrected the Plant
Maintenance Supervisor will need to be contacted and made aware of the problem so that
arrangements for pump and haul services can be made. In the event that the Plant Maintenance
Supervisor is not available a "best judgment call' can be made to make arrangements for pump
and haul services by the responding operator. Other factors to consider during high water
alarms is the weather conditions, if it is apparent that heavy rains and high flows are the cause
of the high water alarm then pump and haul service can be utilized to relieve the excess flow
coming into the lift station to prevent a SSO. Pump and haul services should only be used for
short term problems and lower hydraulically loaded stations.
7.2 After excessive flows have been handled, Field Operations should be notified to locate cause of
excessive flow. Field Operations can investigate for broken clean -outs, missing manhole covers
or other potential sources.
7.3 Major Failure/By-pass Pumping
7.3.1 For longterm problems and bypass pump setup should be utilized. A pump rental company
has provided a contingency plan that identifies the needs for the stations. Please see
details outlined in Section 8.
7.3.2 Although only a few stations have permanent by-pass connections, all stations can be
connected through valves or other connectors at each station. This is also outlined in
Section 8.
7.4 Power Outages:
7.4.1 All liftstations either have a permanent back-up generator located on -site or have the
capabilities to be connected to a portable unit. The portable back-up generator is stored at
the First Broad River WWTP unless it is being used in the field. Directions for operation and
maintenance activities for the portable back-up generator can be found in the Portable
Generator Operation Procedure for Pump Stations — PM-2000.001
7.5 Spills:
7.5.1 Spill response protocol is outlined in the Spill Response Procedure Sewer Overflow/Spill
Response Procedure — UTIL-2000.001
***Controlled copies of this document are on the computer network read only drive***

"0. Revision=#:
Name: Liftstation Operation and; Maintenance° Revision Date: 12/18/14 ---
Number: PM-2000.002 Effective,Date;12/18/14`
Page 5 of 10 ".
7.5.2 If a SSO occurs, a collections system ORC must visit the site within 24 hours of knowledge of
the SSO. If the SSO is determined to be reportable, it must be verbally communicated to the
Division of Water Quality within 24 hours of knowledge and a completed Division of Water
Quality form shall be submitted within 5 days of knowledge of the spill. In the event of a
sanitary sewer overflow the following forms should be completed, Spill Investigation
Report UTIL-2001.001 and a Post Incident Review 1001.013A, hard copies of spill
documentation will be stored as outline by the Document Control Matrix.
7.5.3 A Post Incident Form- 1001.013A and a CPAR Form — EMS-1001.004A will also be generated
following the Environmental Emergency Preparedness and Response — EMS-1000.013 and
the Corrective and Preventative Action -- EMS-1000.004 procedures respectively.
_i 7.5.4 Copies of spill report documentation will forwarded to the Contract Administrator,
r
Assistant Utilities Director — Operations, and the Plant Maintenance Supervisor.
8.0 Liftstation Contingency Plans:
All of the City's major liftstations are at least duplex stations giving the City adequate pumping in case
of a pump failure. As noted, the liftstations also have access to back-up generation of power. A list
of Emergency Vendors (UTIL-2002.000A) has been developed for local vendors capable of assisting
the City in the event of an emergency event. This section outlines the contingency options available
with each liftstation:
Airport — 816 Colleee Avenue
1. Liftstation is a duplex station with (2) submersible pumps and it has a back-up power generator.
2. Flow is limited to the Shelby Airport; therefore pump and haul from a contracted septic firm is sufficient
for this station.
Baldor — 4351 E Dixon Blvd
1. Liftstation is a duplex station with (2) submersible pumps and it has a back-up power generator.
2. Flow is limited to the Baldor and a few commercial customers along 74; therefore pump and haul is an
acceptable short term solution.
3. By-pass connections are available for pump rental by pumping from wetwell to 4" male cam -lock
fitting:
Pump Equipment Needed:
***Controlled copies of this document are on the computer network read only drive***

Revision #: 0
Name: Liftstation Operation and Maintenance . Revision Date: 12/18/14,
Number: PM-2000.002 , Effective bate:.12/18/14
Page 6 of 10
• Godwin Dri-Prime CD80M - 3" Diesel Pump
• 30 feet of 4" Suction hose
• 40 feet of 4" Discharge hose
• Level Controller with floats
• Flange Adapter
Caitlin —1290 Lithia Springs Road
1. Liftstation is a duplex station with (2) submersible pumps and it has a back-up power generator.
2. Maintenance has a spare pump for this station located at the First Broad WWTP — Maintenance
Storage.
3. Flow is limited to the Apartment Complex, commercial store and a carwash. Pump and haul is an
acceptable short term solution.
4. A permanent by-pass connection is not available for pump rental; however a connection can be made
by connecting to one of the discharge valves at the station.
Pump Equipment Needed:
• Godwin Dri-Prime CD100M - 4" Diesel Pump
• 30 feet of 4" Suction hose
• 20 feet of 4" Discharge hose
• Level Controller with floats
0 Flange Adapter
Crest/Westside —135 Crest Road
1. Liftstation has (2) centrifugal pumps and it has a back-up power generator.
2. A permanent 12 inch flange fitting is available as by-pass connection rental pump.
Pump Equipment Needed:
• Godwin Dri-Prime HL225M - 8" Diesel Pump
• 40 feet of 8" Suction hose
• 40 feet of 8" Discharge hose
• Flange Adapter (12"X8")
• Level Controller with floats
***Controlled copies of this document are on the computer network read only drive***

Revision M 0
Name: Liftstation.Operation and Maintenance ; Revision Date: 12/18/14`
Number: PM-2000.002 Effective Date: 12/18/14°
Page 7'.of 10
3. If necessary the POTW Director can mandate the industry to cease discharge in the event of an
emergency.
Fairgrounds —1833 E Marion Street
1. Liftstation is a duplex station with (2) Gorman Rupp pumps and it has a back-up power generator.
2. Spare Parts and replacement are housed in the City's Warehouse.
3. Pump and haul is an acceptable short term solution.
4. A permanent by-pass connection is not available for pump rental; however a connection can be made
by connecting to one of the discharge valves at the station.
Pump Equipment Needed:
• Godwin Dri-Prime CD80M - 3" Diesel Pump
• 30 feet of 4" Suction hose
• 60 feet of 4" Discharge hose
• Level Controller with floats
• Flange Adapter
Hallelujah Acres — 2407 Joe's Lake Road
1. Liftstation is a duplex station with (2) submersible pumps and it has a back-up power generator.
2. Pump and haul is an acceptable short term solution.
3. A permanent 6" vertical flange by-pass connection is available for pump rental:
Pump Equipment Needed:
• Godwin Dri-Prime HL4M -4" Diesel Pump
• 30 feet of 6" Suction hose
• 40 feet of 6" Discharge hose
• Level Controller with floats
• Flange Adapter
Hendrick Street — 808 Hendrick Street
1. Liftstation is a duplex station with (2) Gorman Rupp pumps and it has a back-up power generator.
2. Station is equipped with 80,000 Flow Equalization Basin.
3. Spare Parts and replacement are housed in the City's Warehouse. .
***Controlled copies of this document are on the computer network read only drive***

Revision #: 0
--Name: Liftstation Operation and Maintenance Revision Date:.12/18/14
Number: PM-2000.002 Effective Date: 12/18/14'
Page 8 of 10'
4. A permanent by-pass connection is not available for pump rental; however a connection can be made
by connecting to one of the discharge valves at the station.
Pump Equipment Needed:
• Godwin Dri-Prime CD140 -4" Diesel Pump
• 30 feet of 4" Suction hose
• 80 feet of 4" Discharge hose
• Level Controller with floats
• Flange Adapter
Heritage Oaks — 922 Kearney Drive
1. Liftstation is a duplex station with (2) Gorman Rupp pumps and it has a back-up power generator.
2. Spare Parts and replacement are housed in the City's Warehouse.
3. Pump and haul is an acceptable short term solution.
4. A permanent by-pass connection is not available for pump rental; however a connection can be made
by connecting to one of the discharge valves at the station.
Pump Equipment Needed:
• Godwin Dri-Prime CD80M - 3" Diesel Pump
30 feet of 4" Suction hose
• 60 feet of 4" Discharge hose
• Level Controller with floats
• Flange Adapter
Ingles —1630 W Dixon Blvd — Only serves Ingles and CVS
1. Liftstation is a duplex station with (2) Submersible pumps. Station has a portable generator
connection for the connection of the generator to a back-up generator. Generator is housed at the
Wastewater Treatment Plant.
2. Spare Pump is stored at the First Broad WWTP —Maintenance Storage.
3. Pump and haul is an acceptable short term solution.
4. A permanent by-pass connection is not available for pump rental; however a connection can be made
by connecting to one of the discharge valves at the station.
Pump Equipment Needed:
***Controlled copies of this document are on the computer network read only drive***

Revision #:.0
Name: Liftstation Operation and Maintenance Revision Date:,12/18/14
Number: PM-2000.002 Effective Date: 12/18/14
Page 9 of 10
t
• Godwin Dri-Prime CD80M - 3" Diesel Pump
S 20 feet of 4" Suction hose
• 20 feet of 4" Discharge hose
• Level Controller with floats
• Flange Adapter
Union School —1440 Union Church Road — Only serves Union School
1. Liftstation is a duplex station with (2) Submersible pumps. Station has a portable generator connection
for the connection of the generator to a back-up generator. Generator is housed at the Wastewater
Treatment Plant.
2. Pump and haul is an acceptable short term solution.
3. A permanent by-pass connection is not available for pump rental; however a connection can be made
by connecting to one of the discharge valves at the station.
Pump Equipment Needed:
• Godwin Dri-Prime CD80M - 3" Diesel Pump
S 20 feet of 4" Suction hose
• 20 feet of 4" Discharge hose
• Level Controller with floats
• Flange Adapter
UOC — 824 W Grover Street — Only serves City of Shelby Utilities Operation Center
1. Liftstation is a duplex station with (2) Submersible pumps. Station is served back-up power through the
generator located at the Water Treatment Plant.
2. Pump and haul is an acceptable short term solution.
3. A permanent by-pass connection is not available for pump rental; however a connection can be made
by connecting to one of the discharge valves at the station.
Pump Equipment Needed:
• Godwin Dri-Prime CD80M - 3" Diesel Pump
• 30 feet of 4" Suction hose
• 40 feet of 4" Discharge hose
• Level Controller with floats
• Flange Adapter
—Controlled copies of this document are on the computer network read only drive""`

Revision #: 0.
Name: Liftstation Operation and Maintenance Revision Date: 12/18/14
Number: PM-2000002 Effective Date: 12/18/14
Page 10 of 10
Wal-mart-441 Polkville Road
1. Liftstation is a duplex station with (2) Gorman Rupp pumps and it has a back-up power generator.
2. Spare parts and replacement pumps are housed in the City's Warehouse.
3. Pump and haul is an acceptable short term solution.
4. City is equipped with Godwin 6" Portable Pump and hose as an interim solution. This pump would be
set up and hose laid to force main discharge point.
5. A permanent by-pass connection is not available for pump rental; however a connection can be made
by connecting to one of the discharge valves at the station.
Pump Equipment Needed:
• Godwin Dri-Prime CD80M - 3" Diesel Pump
• 30 feet of 4" Suction hose
• 60 feet of 4" Discharge hose
• Level Controller with floats
• Flange Adapter
E/One Pump Stations — See attached list for locations
1. Stations are simplex stations. Spare parts and replacement pumps are housed in the City's Warehouse.
2. Pump and haul is an acceptable short term solution. City Vac truck or pump/haul vendor can be used.
9.0 Revision History
Revision
C/PAR #
Reason for
Revision
Description of Revision
Date
#
-
12/18/14
0
Brought procedure under EMS and document control.
***Controlled copies of this document are on the computer network read only drive***

r.. AAA
Collection System and Liftstation
Emergency Vendor List
rift, Ctnta 7in
nffirp Phone Emereencv Phone Emergency Contact
Charles R. Underwood
2000 Boone Trail Road
Sanford
NC
27330
[phone]
[phone]
Russell Underwood
Pumps Parts and Service
9325 Forsyth Park Drive
Charlotte
NC
28273
[phone]
[phone]
Mike Dysart
Pump Repairs
ICR Electric '
934 Thore Road
Shelby
NC
[phone]
[phone]
Bobby Davis
Porters Electric Motor Service
1310 North Limestone Street
Gaffney
Sc
29340
[phone]
[phone]
Chris Porter
Charles R. Underwood
2000 Boone Trail Road
Sanford
NC
27330
[phone]
[phone]
Russell Underwood
American MTS
1143 Airport Road
Shelby
NC
28150
[phone]
Same
On -Call
Motor Repairs
ICR Electric
934 Thore Road
Shelby
NC
[phone]
[phone]
Bobby Davis
Porters Electric Motor Service
1310 North Limestone Street
Gaffney
SC
29340
[phone]
[phone]
Chris Porter
IEM & Automation Contractor
1659 Lithia.Springs Road
Shelby
NC
28150
[phone]
Same
Mike Frantz
Fountain Services
Callahan Koon Road
Spindale
NC
28160
[phone]
[phone]
Bill Jones
Electrical
I MA
2409 South Post Road
Shelby
NC
28152
[phone]
[phone]
Contractors
SC
Wesson Septic Service
707 Poplar Springs Road
Shelby
NC
28152
[phone]
[phone]
Chris Dobbins
Rheas Backhoe and Septic
5030 Harmon Road
Kings Mountain
NC
[phone]
[phone]
Trent Rhea
Pump and Haul
Harris Septic Tank Service
1356 Racepath Church Road
Mooresboro
NC
28114
[phone]
[phone]
Phil Harris
Services
Leonard McSwaing Septic
1555 Metcalf Road
Shelby
NC
28150
[phone]
Same
On -Call
Wesson Septic Service
707 Poplar Springs Road
Shelby
NC
28152
[phone]
[phone]
Chris Dobbins
Two Brothers Utilities,
2122 Manley Bridges Road
Shelby
NC
28152
[phone]
[phone],
Neil Wesson
Utility Contractors
Kennedy Concrete & Utilities
2106 Cedar Circle Drive
Shelby
NC
28152
[phone]
[phone]
John Kennedy
SC
Corresponding Procedure: UTIL-2000.000 UTIL-2002.000A

; nI,
M.
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
January 6, 2015
J �.!,I _. `, _
o
MEMORANDUM
TO: Michael Parker, Mooresville Regional Office Supervisor
FROM: Deborah Gore, PERCS Unit
Subject: Renewal Application Package
Permit Number: WQCS00037
The subject collection system permit renewal was received by the central office on December 30,
2014. A copy of the collection system application package is attached for your records and
comments. If possible, please relay any questions, comments or additional information requests
you have to the permit application reviewer, Steve Lewis [919-807-6308 or
Steve. Lewis@ncdenr. gov1.
Enclosures: application package
Cc: PERCS file (electronic)
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone] Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer— Made in part by recycled paper

Love, Barry F
From: Lewis, Steven
Sent: Wednesday, January 14, 2015 2:08 PM
To: Love, Barry F
Subject: RE: Renewal Application Package - WQCS00037 City of Shelby
Thanks, Barry.
From: Love, Barry F
Sent: Wednesday, January 14, 2015 1:18 PM
To: Lewis, Steven
Subject: Renewal Application Package - WQCS00037 City of Shelby
Steve,
Deborah sent us a copy of the subject application. I reviewed it and spoke to Barbara Sifford about it since she knows
the history of these systems very well. We didn't come any additional comments/questions in regard to it.
Barry Love
Barry Love
North Carolina Dept. of Environment & Natural Resources
Division of Water Resources / Water Quality Regional Operations Section
610 E. Center Ave., Suite 301
Mooresville, NC 28115
Ph:704.663.1699 Fax:[phone]
E-mail correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute or other regulation.

Snider, Lon
From: Krebs, Rob
Sent: Tuesday, June 19, 2012 12:38 PM
To: Snider, Lon
Subject: FW: Pump Station
Attachments: mall_liftstation.pdf
fyi
From: David Hux [mailto:[e-mail]]
Sent: Tuesday, June 19, 2012 11:40 AM
To: Krebs, Rob
Cc: Brad Cornwell
Subject: RE: Pump Station
Rob:
As you are aware, the City of Shelby is in the process of trying to obtain funding from the Infrastructure Financing
Section of NCDWQ for the replacement of the Cleveland Mall Liftstation. The funding requested is from the emergency
funds portion. As part of the emergency funding application process we are needing a letter from your office indicating
your confirmation of the problems that have occurred with this station and your support of funding for the replacement
of the liftstation utilizing these funds.
The Cleveland Mall liftstation and forcemain was constructed in the early 1980's as a private liftstation, owned and
operated by the parent company of the Cleveland Mall. In 1997 the City of Shelby took over the station at the request
of mall ownership and in consideration of its location within the City limits. Since this time the City has operated and
maintained the station and developed plans and permitting approval for future large gravity service to Buffalo Creek
Area, new liftstation, and force main to the Eastside Sewer Phase I that was constructed in 2008. This large project is
named Eastside Phase II and is currently permitted with NCDENR and waiting for funding. With the current economic
conditions it is safe to say that this project will not be funded -anytime soon.
Since June of 2008 we have had five (5) reportable spills to the waterways due to breaks in the force main. We also
encountered a major pump failure several months ago that required some extensive emergency pump repairs. We
looked at the potential for pump replacement, however we were informed by pump company that due pumping
conditions and space limitations, replacement pumps were not available for the station without significant upgrades.
We were able to get the pumps working; however we recognized that we are living on borrowed time with the station.
In light of the increase of station problems, the City recognized the need to evaluate other short term/less expensive
alternatives that could be completed in a more timely manner to allow the City to abandon the aging Mall Liftstation
and forcemain in efforts to reduce the number of sanitary sewer overflows due to failures of the force main and the
potential for spills attributed to the continued deterioration of the liftstation itself. In December of 2011, the City of
Shelby entered into an agreement with Willis Engineers to design a replacement station to be located just south of US
74. This station would provide a new lift station and force main and would allow the City to abandon the old mall
station that is approaching 30+ years of service.
The plans call for the construction of the new station to be located just south of its current location across Highway 74
and will include a new submersible station with permanent generator back-up The new 8" DIP force main that will be
installed along the frontage road to the recently added Eastside Sewer Phase 1 (2008) gravity collection system located
at Highway 74/Post Rd intersection. With the construction of the new Mall liftstation, the City will also be able to
abandon the Mull Liftstation that is currently located on the south side of 74 along the Frontage Road and also allow the

City to abandon the old 6" PVC force main from the Mall Liftstation to the community college area.. Gravity flow from
the Mull Liftstation will be extended to the new Cleveland Mall Liftstation. Please see the attached proximity map.
Please contact me if you have any questions or need additional information.
David Hux
Assistant Utilities Director - Operations
From: Krebs, Rob [mailto:rob. [e-mail]]
Sent: Tuesday, June 19, 2012 8:49 AM
To: David Hux
Subject: Pump Station
David,
Trying to draft a letter of need for the Mall pump station rehabilitation. Can you give me a brief description of the entire
project? Are you planning on rehabbing/replacing the lift station and force main or any gravity lines? Also, the
grant/loan request you are seeking is from our IFS (formerly CG&L) Section correct?
'..
Rob Krebs - Rob. [e-mail]
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
Mooresville Surface Water Protection Section Supervisor
610 E. Center Ave., Suite 301
Mooresville, NC 28115
Ph: [phone] Fax: [phone]

0
,:�:a&bty
Inspection Checklist
General Information
INUMDer of r ulnp SLa LIUL13
SCADA system PS
Telemetry PS
Audible and Visual only
Generators Permanent
a. Frequency tested
Generators Portable
A. Quick -connect plugin
B. Frequency tested
p stations served
6. �� _ CS-
ORC B-ORC
Sewer Use Ordinance 5iS
Enforcements'Last Year Nj'5` '`5
FOG Program
Inspections
Public ED Howes
CIP Budget S
Documentation of
Years
1. Line Cleaning (10%) 1
2. High priority lines (6 mos) ---
3. System observation annual
4. ROW mowing
Review logs for PS O&M
Review PS logs information
Non reportable spills —
PS
by sa4ne generator.

Cusfomer complaints
Spare parts inventory
- it--- r----i"— - 'o-1e1-e
lYlaP of JYs em

Pump Station Inspection Checklist
Name:
Address:
# Pumps -
1
2
Working -
Run Time -
Weather:
YES
NO
Signage:
Housekeeping. -
Secure:
Wet Well Floats:
i
Debris:
Working High Water Float:
--�
Telemetry:
SCADA:
Audio/Visual:
Is alarm system tested, How often-ki'
Inspection Logs:
Emergency Po r:
Type: o-h Onsite Fuel - ScheduleNender -
Ouick Connect:
Testing Schedule:
Backflow:
Overflow Piping:
Bypass Pumping:
Inspection Schedule:
Comments/ Observations:

Pump
Station Inspection Checklist
Name:
Address:
# Pumps -
1
2
Working -
L�
Run Time —
Weather:
YES
NO
Signage:
Housekeeping:
Secure:
Wet Well Floats:
Debris:
Working High Water Float:
Telemetry:
SCADA:
Audio/Visual:
Is alarm system tested, How often:
Inspection Logs:
Emergency Power:
Type: Portable Onsite Fuel -
ScheduleNender -
Ouick Connect:
Testing Schedule:
Backflow:
Overflow Piping:
Bypass Pumping:
Inspection Schedule:
Comments/ Observations: L� ( _
S\ �o \ c NBC . � � -Tc �' `�

Pump Station Inspection Checklist
Name:
C)
Address:
# Pumps -
1
2
Working -
1
Run Time -
Weather:
YES
NO
Signage:
Housekeeping:
Secure:
Wet Well Floats:
Debris. -
Working High Water Float:
Telemetry:
SCADA:
Audio/Visual:
Is alarms stem tested, How often:
Inspection Logs:
Emergency Power:
Type: Portable nsite
Fuel - Schedule/Vender -
Ouick Connect:
Testing Schedule:
Backflow:
Overflow Piping:
Bypass Pumping:
Inspection Schedule:
Comments/ Observations:

Pump Station Inspection Checklist
Name:
Address:
�(.3 le-3
# Pumps -
1
2
Working -
Run Time —
Weather:
YES
NO
Signage:
�—
Housekeeping:
Secure:
Wet Well Floats:
Debris:
Working High Water Float:
Telemetry:
SCADA:
Audio/Visual:
Is alarm system tested, How often:
l� Q
Inspection Logs. -
Emergency Power:
Type: Portable nsite
t j C)
Fuel - Schedule/Vender -
Ouick Connect:
Testing Schedule:`
Backflow:
Overflow Piping:
Bypass Pumping:
Inspection Schedule: ujk
Comments/ Observations:

Pump
Station Inspection Checklist
Name:
Address:
# Pumps -
1
2
Working -
'
Run Time -
Weather:
YES
NO
Signage:
Housekeeping:
Secure:
Wet Well Floats:
Debris:
Working High Water Float:
Telemetry:
SCADA:
Audio/Visual:
Is alarm system tested, How often.
Inspection Logs. -
Emergency Power:
'~
Type: Portable . Onsite
Fuel -
ScheduleNender -
Ouick Connect.
Testing Schedule: &-"
Back -flow:
Overflow Piping:
Bypass Pumping:
Inspection Schedule:
Comments/ Observations:I f
ft, ,.

Collection System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials Z
Manhole location or address ()f _b,, �
Cover present - vent and cover above grade -vent screened
Visible signs of overflow
Sinkholes and depressions f /'
Good condition properly seated G C/
Bypass structures or pipes present
Invert in good condition Size inches Pipe /I capacit 3/d diameter.
Line free flowing and unrestricted
Excessive grease, roots, or sand
ht of Way - location or name of cutfall line =�r %��J
Rig Y .
Accessible
Free of sinkholes or depressions
No evidence of leakage
Free of non -utility motorized traffic
Aerials - E911Priority lines �-
Exposed line of ductile, ppaterial ondition.�
dater crossings -and supports in. good
Level of debris ori�hind liner
Free of damage
Right of �Vay mowing records
Visual inspection of off street lines
General observation of system (annual)

I
Inspection Checklist
General Information
1. 1rllmDer Ul JC ulltll statiGiis
2. SCADA system PS
3. Telemetry PS
4. Audible and Visual only_
5. Generators Permanent_
a. Frequency tested
Generators Portable
------------------
CA
l
P�
�;,al b� Wass oao3'1
L jr-3u seAS
V
t.4-e—
, .s��e.,.s p..s �1
A. Quick -connect plugin �& b� PS ���� Q (--ion
B. Frequency tested (,Js,�L�T�u�t��-� �'\Z� kls:�,"2r'
Lj
Pump stations served by same generator.
6. _
ORC �L.�,b�- B-ORC JOOL CS-
Sewer Use Ordinance yApV
Enforcements Last Year w o ,
FOG Program `k
Inspections
Public ED How A�Ak-r-< jccAk �.►e� '® 1
CIP Budget. S Years ,<'
Documentation of
�- 22 LA1. L.�i�]nbje Cle ning (�10 %) rV(0 � '-' its ��
2. .High priority lines (6 mos) ✓
3. System observation annual'
4. ROW mowing
Review logs for PS O&M 0
Review PS logs information
Non reportable spills
r"'." i'uV'6J sca—

TrT--, .i TTTa1C,CC TO dVlrAT
v f� j u v 70
�7
ho}ua iui spud a iedS
s}urujduzoa raruoisnD

Pump Station Inspection Checklist
Name:
Address:
# Pumps -
1
2
Working -
1
2
Run Time -
�J2L'L
Weather:
YES
NO
Si nage:
Housekeeping:
i"
Secure:
Wet Well Floats:
Debris:
Working High Water Float:
Telemetry:
SCADA:
/
J
AudioNisual:
Is alarm system tested, How often:
Inspection Logs:
s r
Emergency Power:
i
Type: Portable Onsite Fuel - ScheduleNender -
Ouick Connect:�`�
Testing Schedule:
Backflow:
Overflow Piping:
Bypass Pumping:
Inspection Schedule:
Comments/ Observations:

Pump Station Inspection Checklist
Name:
Address:
i 3
Gies
# Pumps -
1
2
Working -
1
Run Time -
w�
Weather: "f -
YES
NO
Signage:
Housekeeping:
--''
Secure:
! "
Wet Well Floats:
Debris:
Working High Water Float:
Telemetry:
SCADA:
Audio/Visual:
Is alarm system tested, How often: G'Je �,
Inspection Logs:
r—
Emergency Power:/TA
Type: Portable Ong e Fuel - Schedule/Vender -
v
Ouick Connect:
Testing Schedule:
Backflow:
Overflow Piping:
Bypass Pumping:
Inspection Schedule:
Comments/ Observations:

Pump Station Inspection Checklist
Name:
Address:
# Pumps -
1
2
Working -
1
2
Run Time -
A
Weather:
YES
NO
Signage:
�'^.w......
Housekeeping:
Secure:
Wet Well Floats:
Debris:
Working High Water Float:
�..
Telemetry:
SCADA:
AudioNisual:
Is alarm system tested, How often:
Inspection Logs:
Emergency Power:
Type: Portable ,' Onsite) Fuel - `� ScheduleNender-
Ouick Connect:
Testing Schedule:
Backflow:
Overflow Piping:
Bypass Pumping:
Inspection Schedule:
Comments/ Observation's: \
� '� `SL j S =ram.

Pump Station Inspection Checklist
Name:
Address:
�yji�ib
# Pumps -
1
2
Working -
1
2
Run Time -
f�
Weather:
YES
NO
Signage:
Housekeeping:
Secure:
J
Wet Well Floats:
Debris:
Working High Water Float:
Telemetry:
SCADA:
AudioNisual:
Is alarm system tested, How often:
.
Inspection Logs:
Emergency Power:
Type: Portable Onsite Fuel -
chedule/Vender�'
Ouick Connect:
ff
i\
Testing Schedule:
Backflow:
Overflow Piping:
Bypass Pumping:
Inspection Schedule:
Comments/ Observations:
joU,j (�Aok_0 �Q

Collection System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials
Manhole location or address y`z'
Cover present -vent and cover above grade -'Vent screened
Visible signs of overflow-'''�
Sinkholes and depressions
Good condition properly seated r"
Bypass structures or pipes present
lrrvert in good condition Size 10 inches Pipe capacity'/, 1/2 3/1 diameter.
Line free flowing and unrestricted
Excessive. grease, roots, or sand
Right of Way - location or name of outfall line + y-z--
Accessibl�''�
Free of sinlrholes or.depressions
No evidence of leakage, --
Flee of non -utility motorized traffic---- �'
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)

Collection System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials
location or address C I C c,:Gor` C
Manhole 1
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 �~
luvert in good condition Size 1>4 inches Pipe capacity 'h '/4 diameter.
Line free flowing and unrestricted
Excessive.grease, roots, or sand
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
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 systemL (annual)

Collection System Inspection ChecklIst
Manholes- Lines- Right Of Way- Aerials 1=�2
Manhole location or address
�I
Cover present -vent and cover above grade -vent screened
Idiameter.
Visible signs of overflow
Sinkholes and depressions
Good condition properly seated
Bypass structures or pipes present
lrrvert in good condition Size %k� _inchesPipecapacity'/< 1/z /4
Line free flowing and unrestricted
Excessive grease, roots, or sand
location or name of outfall line
Right of Way- _
Accessible
Free of sinkholes or.depressions
No evidence of leakage t✓--`'J
Free of non -utility motorized traffic
Aerials - HighPriority lines
Exposed line of ductile material
Water crossings.and supports ingood 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)

Collection System Inspection Checklist
Manholes- Lines- Right Of Way- Aerials
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 diameter.
Line free flowing and unrestricted
Excessive. grease, roots, or sand
����~
R1gliit of Way
- location or name of outfall line
Accessible --
Free of sinkholes or.depressions J� No evidence of leakage
Free of non -utility motorized traffic
- �—
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:
Address:
SI 0
# Pumps -
1
2
Working -
1
2
Run Time-
3..5
Weather:
YES
NO
Signage:
Housekeeping:
Secure:
Wet Well Floats:
Debris:
Working High Water Float:
f
Telemetry:
SCADA:
AudioNisual:
Is alarm system tested, How often:
Inspection Logs:
Emergency Power:
)
Type: Portable (Onsitef Fuel - ScheduleNender -
Ouick Connect:
Testing Schedule:
Backflow:
Overflow Piping:
Bypass Pumping:
Inspection Schedule:
Comments/ Observations: I

Pump Station Inspection Checklist
�N
Name:
Address:
# Pumps -
1
2
Working -
1
2
Run Time -
Weather:
YES
NO
Signage:
ter.._.
Housekeeping:
Secure:
Wet Well Floats:
Debris:
Working High Water Float:
Telemetry:
SCADA:
Audio/Visual:
II
Is alarm system tested, How often: W
Inspection Logs:
Emergency Power:
Type: Portable /Onsite Fuel - ScheduleNender -
Ouick Connect:
Testing Schedule: Vv
Backflow:
Overflow Piping:
Bypass Pumping:
Inspection Schedule: IIj _v�
Comments/ Observations:

a
DAvis & WHITLOCK, P.C.
ATTORNEYS AT LAw
21 BATTERY PARK AVENUE
SUITE 206
ASHEVILLE, NORTH CAROLINA 28801
TELEPHONE: [phone] FACSIMILE: 828-398.0435
GARY A. DAVIS
LICENSED IN NC. TN. CA
GADAV IS@EN VIROATTORNEY.COM
JAMES S. WHITLOCK
LICENSED IN NC
JWHITLOCK@EN VIROATTORNEY.COM
O. Stanhope Anthony, III, Mayor
City of Shelby
300 S. Washington Street
Shelby, NC 28150
Rick Howell
City Manager
City of Shelby
300 South Washington Street
Shelby, NC 28150
A. Stanley Meiburg
Acting Regional Administrator
US EPA, Region IV
Sam Nunn Atlanta Federal Center
61 Forsyth Street, SW
Atlanta, GA 30303-32104
W W W.EN V IROATTORNEY. COM
KINGSTON, TENNESSEE OFFICE
100 E. RACE STREET
KINGSTON, TN 37763
December 12, 2013 TELEPHONE: [phone]
FACSIMILE: 865-776-6 580
VIA CERTIFIED MAIL - RETURN RECEIPT REQUESTED
John E. Skvarla, III, Secretary
NC DENR
1601 Mail Service Center
Raleigh, NC 27699-1601
Thomas A. Reeder, Director
NCDENR (Div. Water Resources)
1611 Mail Service Center
Raleigh, NC 27699-1611
Gina McCarthy, Administrator
Environmental Protection Agency
Ariel Rios Building
1200 Pennsylvania Avenue, NW
Washington, DC 20460
RE: Notice of Intent to File Citizen Suit Pursuant to the Federal Clean Water Act
Ladies and Gentlemen:
The purpose of this letter is to notify. the City of Shelby, North Carolina ("Shelby"
or "City of Shelby"), owner and operator of the City of Shelby's wastewater collection
system, that Joe Lovelace, whose address is 312 Windsor Drive, Shelby, North Carolina,
28150, and whose telephone number is [phone], intends to file suit in sixty (60)
days under 33 U.S.C. § 1365(a)(1) of the federal Clean Water Act ("CWA") in Federal
District Court against the City of Shelby for chronic and ongoing violations of the CWA
arising out of sanitary sewer overflows ("SSOs" or "overflows") of the Shelby collection
system that have adversely impacted the real property located at 312 Windsor Drive,
personal property therein, as well as Mr. Lovelace's use and enjoyment of this property.
The City of Shelby's operation of its wastewater collection system, including all
sewer lines, pump stations, and associated pipes, valves, and appurtenances, is governed
by two permits - Permit No. WQCS00037 ("collection system permit") and National
PRINTED ON RECYCLED PAPER

Pollutant Discharge Permit No. NCO024538 ("NPDES Permit"). Violations of either of
these permits constitute a violation of the CWA.
Shelby's collection system permit defines a sanitary sewer overflow as any
"release of wastewater from the wastewater collection system," and Part I.2 of the
collection system permit provides that the wastewater collection system "shall be
effectively managed, maintained, and operated at all times so that there is no SSO to land
or surface waters." Similarly, Part II.A of Shelby's NPDES Permit defines a bypass to
include overflows, specifically as the "known diversion of waste streams from any
portion of a treatment facility including the collection system." Part II.C.4.c(2) of the
NPDES Permit provides that "Bypass from the collection system is prohibited."
Furthermore, Part II.C.2 provides that Shelby shall "at all times properly operate and
maintain all facilities and systems of treatment and control (and related appurtenances)
which are installed or used by [Shelby] to achieve compliance with the conditions of this
permit." Finally, Part II.B.1 of Shelby's NPDES Permit states that Shelby "must comply
with all conditions of this permit," and that "any permit noncompliance constitutes
violation of the CWA and is grounds for enforcement action."
DISCHARGING WITHOUT A PERMIT
Section 301(a) of the Clean Water Act states: "Except as in compliance with this
section and sections 302, 306, 307, 318, 402, and 404 of this Act [33 USCS §§ 1312,
1316, 1317, 1328, 1342, 1344], the discharge of any pollutant by any person shall be
unlawful." 33 U.S.C. § 1311(a). Similarly, N.C. Gen. Stat. § 143-215.1 prohibits the
discharge of pollutants without a valid permit.
Repeatedly over the past ten years, and on at least the following occasions, Shelby
has violated 33 U.S.C. 1311(a) and N.C. Gen. Stat. § 143-215.1 by discharging untreated
sewage from a manhole located at 312 Windsor Drive in Shelby, North Carolina onto
land and/or into waters of the United States, including Hickory Creek, as well as from a
toilet at the residence located at 312 Windsor Drive into the residence. More specifically:
• February 5, 2010: A manhole located at 312 Windsor Drive overflowed
discharging approximately 18,990 gallons of untreated sewage onto the
real property located at 312 Windsor Drive and into Hickory Creek and/or
an unnamed tributary thereto.
• August 19, 2010: A manhole located at 312 Windsor Drive overflowed
discharging approximately 3,900 gallons of untreated sewage onto the real
property located at 312 Windsor Drive and into Hickory Creek and/or an
unnamed tributary thereto.
• January 17, 2013: A toilet inside the residence located at 312 Windsor
Drive overflowed discharging an unknown amount of untreated sewage
into the residence.
• May 5, 2013: A toilet inside the residence located at 312 Windsor Drive
overflowed discharging an unknown amount of untreated sewage into the
residence.

• July 3, 2013: A manhole located at 312 Windsor Drive overflowed
discharging an unknown amount of untreated sewage onto the real
property located at 312 Windsor Drive and into Hickory Creek and/or an
unnamed tributary thereto.
• July 5, 2013: A manhole located at 312 Windsor Drive overflowed
discharging an unknown amount of, untreated sewage onto the real
property located at 312 Windsor Drive and into Hickory Creek and/or an
unnamed tributary thereto.
VIOLATIONS OF WOCS00037 and NPDES Permit NCO024538
1. Shelby has Violated its Collection System Permit and its NPDES Permit
Through Prohibited Overflows.
As referenced hereinabove, both Shelby's collection system permit and its
NPDES Permit prohibit overflows. Thus, repeatedly over the past ten years, and on at
least the following occasions, Shelby has violated Part I.2 of its collection system permit
and Part II.C.4.c(2) of its NPDES Permit by discharging untreated sewage from a
manhole located at 312 Windsor Drive in Shelby, North Carolina onto land and/or into
waters of the United States, including Hickory Creek, as well as from a toilet at the
residence located at 312 Windsor Drive into the residence. More specifically:
• February 5, 2010: A manhole located at 312 Windsor Drive overflowed
discharging approximately 18,990 gallons of untreated sewage onto the
real property located at 312 Windsor Drive and into Hickory Creek and/or
an unnamed tributary thereto.
• August 19, 2010: A manhole located at 312 Windsor Drive overflowed
discharging approximately 3,900 gallons of untreated sewage onto the real
property located at 312 Windsor Drive and into Hickory Creek and/or an -
unnamed tributary thereto.
• January 17, 2013: A toilet inside the residence located at 312 Windsor
Drive overflowed discharging an unknown amount of untreated sewage
into the residence.
• May 5, 2013: A toilet inside the residence located at 312 Windsor Drive
overflowed discharging an unknown amount of untreated sewage into the
residence.
• July 3, 2013: A manhole located at 312 Windsor Drive overflowed
discharging an unknown amount of untreated sewage onto the real
/ de property located at 312 Windsor Drive and into Hickory Creek and/or an
'16,1G,1'j t`U unnamed tributary thereto.'
t Shelby also violated Part IV.2 of Permit No. WQCS00037 by failing to report this overflow to the
Division of Water Quality.

f� • July 5, 2013: A manhole located at 312 Windsor Drive overflowed
�k discharging an unknown amount of untreated sewage onto the real
u property located at 312 Windsor Drive and into Hickory Creek and/or an
unnamed tributary thereto.2
2. Shelby has Violated its Collection System Permit and its NPDES Permit
by Failing to Properly .Operate and Maintain its Wastewater Collection
System.
Additionally, for at least the past ten years and continuing to the present, and on at
least the specific dates listed hereinabove, Shelby has violated Part I.2 of its collection
system permit, and Part II. C.2.of its NPDES Permit, by failing to properly operate and
maintain its collection system so as to prevent overflows and/or achieve compliance with
its collection system permit and NPDES Permit.
CONCLUSION
Please be advised, that Mr. Lovelace would be interested in discussing a resolution
of this matter with the City of Shelby prior to filing a citizen suit under the CWA.
However, if we are unable to resolve the matter, we are prepared to file a citizen suit
against the City of Shelby under section 505(a) of the Clean Water Act for the violations
discussed above. In addition to these violations, this notice covers all violations of the
Clean Water Act evidenced by information which becomes available to I&. Lovelace
after the date of this Notice of Intent to Sue. Pursuant to the Clean Water Act, we will
seek civil penalties, attorney's fees and costs, as well as an injunction against continued
violations.
Thank you for your prompt attention to these on -going serious violations of
federal and North Carolina law and regulations by the City of Shelby, North Carolina.
All communication with Mr. Lovelace relating to this matter should be directed to their
attorneys, James S. Whitlock and Gary A. Davis, at the address and telephone number
listed at the top of this letter.
Respe fully,
J e S. Whitlock
JSW/pf
cc: Eric H. Holder, Jr., Esq.
U.S. Attorney General
U.S. Department of Justice
950 Pennsylvania Ave., NW
Washington, DC 20530-0001
2 Shelby also violated Part IV.2 of Permit No. WQCS00037 by failing to report this overflow to the
Division of Water Quality.

©� W A Ttrfi
Form CS-SSO
}
Collection System Sanitary Sewer Overflow Reporting Form
PART I
i19
This form shall be submitted to the appropriate DWQ Regional Office within five days of the first knowledge of the sanitary
sewer overflow (SSO).
Permit Number: WQCS00037
(WQCS# if active, otherwise use WQCSD#)
Facility: Shelby Collection System
Incident # 201002353
Owner: City of Shelby
Region: Mooresville
City: Shelby
County: Cleveland
Source of SSO (check applicable) :
Sanitary Sewer ❑ Pump Station / Lift Station
SPECIFIC location of the SSO (be consistent
in description from past reports or documentation - i.e. Pump Station 6,
Manhole at Westall & Bragg Street, etc.) : 312 Windsor Dr
Manhole#
Latitude (degrees/minute/second):
Longitude(degrees/minute/second):
Incident Started Dt: 08/19/10
Time: 07:15 AM Incident End Dt: 08/19/2010 Time: 09:15 AM
(mm-dd-yyyy)
hh:mm AM/PM (mm-dd-yyyy) hh:mm AM/PM
Estimated volume of the SSO:
3900 gallons Estimated Duration (Round to nearest hour): 2:0
Describe how the volume was determined: 10"pipe=l/10=(650)-1/5(2600)=1950x2hrs=3900x25%=975gals
Weather conditions during SSO event:
Heavy rain/flash flooding
Did SSO reach surface waters? 6 Yes n No ❑ Unknown Volume reaching surface waters (gallons): 975
Surface water name: Hickory,Creek
Did the SSO result in a fish kill? ❑ Yes No Unknown If Yes, what is the estimated number of fish killed?
SPECIFICcause(s) of the SSO:
E Severe Natural Condition
24-hour verbal notification (name of person contacted) Lon Snider
4—
! DWQ n Emergency Mgmt. Date and Tlme: 2010-03-19 03:45:00 PM
If an SSO is ongoing, please notify Regional Office on a daily basis until SSO can be stopped.
Per G.S. 143-215.1 C(b), the responsible party of a discharge of 1,000 gallons or more of untreated wastewater to surface
waters shall issue a press release within 48-hours of first knowledge to all print and electronic news media providing general
coverage in the county w ere a ischarge occurred. When 15,000 gallons or more of untreated wastewater enters surface
waters, a public notice shall be published within 10 days and proof of publication shall be provided to the Division within 30 days.
Refer to th-e-r-eTe—re—nc-e-a statute for further detail.
The Director, Division of Water Quality, may take enforcement action for SSOs that are required to be reported to Division
unless it is demonstrated that:
1) the discharge was caused by severe natural conditions and there were no feasible alternatives to the discharge; or
2) the discharge was exceptional, unintentional, temporary and caused by factors beyond the reasonable control of the Permittee
and/or owner, and the discharge could not have been prevented by the exercise of reasonable control.
Part II must be completed to provide a justification claim for either of the above situations. This information will be the basis
WHETHER OR NOT PART II IS COMPLETED, A SIGNATURE IS REQUIRED AT THE END OF THIS FORM.
CS-SSO Form
Page 1

Form CS-SSO
Collection System Sanitary Sewer Overflow Reporting Form
PART I I
ANSWER THE FOLLOWING QUESTIONS FOR EACH RELATED CAUSE CHECKED IN PART I OF THIS FORM AND
INCLUDE THE APPROPRIATE DOCUMENTATION AS REQUIRED OR DESIRED
COMPLETE ONLY THOSE SECTIONS PERTAINING TO THE CAUSE OF THE SSO AS CHECKED IN PART I
(In the check boxes below, NA = Not Applicable and NE = Not Evaluated)
A HARDCOPY OF THIS FORM SHOULD BE SUBMITTED TO THE APPROPRIATE DWQ REGIONAL OFFICE
UNLESS IT HAS BEEN SUBMITTED ELECTRONICALLY THROUGH THE ONLINE REPORTING SYSTEM
Severe Natural Condition
Describe the "severe natural condition" in detail?
Narrow band of heavy rain that occurred over Shelby (4" to 6" of rainfall in 2 to 2 1/2 hours)
resulting in flash flooding. Streams came out of banks flooding over tops of manholes in
some places.
How much advance warning did you have and what actions were taken in preparation for the
event?
No advance warning.
Comments:
As a representative for the responsible party, I certify that the information contained in this report is true and accurate to
the best of my knowledge.
Person submitting claim: John D Kimble
Signature:
Telephone Number:
Date: 08/24/10 10:35 AM
Title ORC
Any additional information desired to be submitted should be sent to the appropriate Division Regional Office within
five days of first knowledge of the SSO with reference to the incident number (the incident number is only generated
when electronic entry of this form is completed, if used).
CS-SSO Form Page 2

7 -,* � -
O WA���
Form CS-SSO
Collection System Sanitary Sewer Overflow Reporting Form
i PART
This form shall be submitted to the appropriate DWQ Regional Office within five days of the first knowledge of the sanitary n f
sewer overflow (SSO).� )�
Permit Number: WQCS00037 (WQCS# if active, otherwise use WQCSD#)
Facility: Shelby Collection System Incident # 201000647
Owner: City of Shelby Region: Mooresville
City: Shelby p County: Cleveland
Source of SSO (check applicable) : ! Sanitary Sewer ❑ Pump Station / Lift Station
SPECIFIC location of the SSO (be consistent in description from past reports or documentation - i.e. Pump Station 6,
Manhole at Westall & Bragg Street, etc.).: 312 Windsor Drive
Manhole#
Latitude (degrees/minute/second): Long itude(degrees/minute/second):
Incident Started Dt: 02/05/10 Time: 08:00 AM
(mm-dd-yyyy) hh:mm AM/PM
Estimated volume of the SSO: 18990 gallons
Describe how the volume was determined:
Weather conditions during SSO event:
Did SSO reach surface waters? ! Yes ❑ No ❑ . Unknown
Incident End Dt: 02/05/2010 Time: 11:00 AM
(mm-dd-yyyy) hh:mm AM/PM
Estimated Duration (Round to nearest hour): 3:0
Volume reaching surface waters (gallons): 18990
Surface water name:
Did the SSO result in a fish kill? ❑ Yes N No ❑ Unknown If Yes, what is the estimated number of fish killed?
SPECIFICcause(s) of the SSO:
E Severe Natural Condition ■ Inflow and Infiltration
24-hour verbal notification (name of person contacted) Marcia Allocco
W DWQ n Emergency Mgmt. Date and Time: 2010-02-08 04:00:00 PM
If an SSO is ongoing, please notify Regional Office on a daily basis until SSO can be stopped.
Per G.S. 143-215.1C(b), the responsible party of a discharge of 1,000 gallons or more of untreated wastewater to surface
waters shall issue a press release within 48-hours of first knowledge to all print and electronic news media providing general
coverage in the county w er�i a —!c ischarge occurred. When 15,000 gallons or more of untreated wastewater enters surface
waters, a public notice shall be published within 10 days and proof of publication shall be provided to the Division within 30 days..
Refer to the re�nc—e statute for further detail.
The Director, Division of Water Quality, may take enforcement action for SSOs that are required to be reported to Division.
unless it is demonstrated that:
1) the discharge was caused by severe natural conditions and there were no feasible alternatives to the discharge; or
2) the discharge was exceptional, unintentional, temporary and caused by factors beyond the reasonable control of the Permittee
and/or owner, and the discharge could not have been prevented by the exercise of reasonable control.
Part II must be completed to provide a justification claim for either of the above situations. This information will be the basis
WHETHER OR NOT PART II IS COMPLETED, A SIGNATURE IS REQUIRED AT THE END OF THIS FORM,
CS-SSO Form Page 1

Form CS-SSO
Collection System Sanitary Sewer Overflow Reporting Form
PART I I
ANSWER THE FOLLOWING QUESTIONS FOR EACH RELATED CAUSE CHECKED IN PART I OF THIS FORM AND
INCLUDE THE APPROPRIATE DOCUMENTATION AS REQUIRED OR DESIRED
COMPLETE ONLY THOSE SECTIONS PERTAINING TO THE CAUSE OF THE SSO AS CHECKED IN PART I
(In the check boxes below, NA = Not Applicable and NE = Not Evaluated)
A HARDCOPY OF THIS FORM SHOULD BE SUBMITTED TO THE APPROPRIATE DWQ REGIONAL OFFICE
UNLESS IT HAS BEEN SUBMITTED ELECTRONICALLY THROUGH THE ONLINE REPORTING SYSTEM
Severe Natural Condition
Describe the "severe natural condition" in detail?
How much advance warning did you have and what actions were taken in preparation for the
event?
Comments:
Inflow and Infiltration
Are you under an SOC (Special Order by Consent) or do you have a schedule in any permit that
addresses 1/1?
Explain if Yes:
What corrective actions have been taken to reduce or eliminate I & I related overflows at this spill
location within the last year?
Has there been any flow studies to determine 1/1 problems in the collection system at the SSO
location?
If Yes, when was the study completed and what actions did it recommend?
Has the line been smoke tested or videoed within the past year?
If Yes, when and indicate what actions are necessary and the status of such actions:
Are there 1/1 related projects in your Capital Improvement Plan?
If Yes, explain:
Have there been any grant or loan applications for 1/1 reduction projects?
I I Yes I I No I I NA I I NE
Yes n No ❑ NA ❑ NE
11 Yes 1=1 No I I NA I I NE
Yes I I No 1=1 NA 1=1 NE
I I Yes 1=1 No 11 NA FINE
CS-SSO Form Page 2

If Yes,"explain:'
Do you suspect any major sources of inflow or cross connections with storm sewers? n Yes n No n NA FINE
If Yes, explain:
Have all lines contacting surface waters in the SSO location and upstream been inspected recently? n Yes n No n NA n NE
If Yes, explain:
What other corrective actions are planned to prevent future 1/1 related SSOs at this location?
Comments:
As a representative for the responsible party, I certify that the information contained in this report is true and accurate to
the best of my knowledge.
Person submitting claim: John D Kimble
Signature:
Telephone Number:
uate: minRii n na•nn PM
Title ORC
Any additional information desired to be submitted should be sent to the appropriate Division Regional Office within
five days of first knowledge of the SSO with reference to the incident number (the incident number is only generated
when electronic entry of this form is completed, if used).
CS-SSO Form Page 3

tAJ•d�v�s d
vu-
np—
r-

..
February 7, 2013
Mr. Kerr T. Stevens
System Performance Annual Report
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
{
She r..
NORTH CAROLINA
Post Office Box 207 Shelby, NC 28151-0207
PErF!' ED
FEB 6 2013
M006-ZESMLLE OFFICE
RE: 2012 City of Shelby - System Performance Annual Report
Dear Mr. Stevens:
As required, please find three (3) copies of the 2012 System Annual Performance Report for the City
of Shelby. This report includes information for:
• Sanitary Sewer Collection System WQCS-00037
• First Broad Wastewater Treatment Plant NC00024538
If you have any questions, please contact me at 704-669-6570 or by email at
david.huxa-cityofshelby.com.
Sincerely,
David Hux
Assistant Utilities Director -Operations
Enclosures
Cc: Brad R. Cornwell; Public Utilities Director
Mark Swink; Field Operations Superintendent
Todd Humphries; Wastewater Treatment Supervisor/ORC
J.D. Kimble; Field Operations Superintendent/ORC
Certified Mail 7012 2210 0000 1721 3847
IRMA
FEB 12 - 2013
1_9�

F
_ APR 2013
A� .Sh., e
''14OkTH CAROLINA
ff
J Post Office Box 207 Shelby, NC 281S1-0207
,
February 7, 2013
FINE
M Derr T .Steve APR 1 5 2013
System a ormance Annual Report
North Carolina Division of Water Quality
1617 Mail Service Center DWQ/Surface water Protection Section
Raleigh, NC 27699-1617 Asheville Reeional Office
RE: 2012 City of Shelby - System Performance Annual Report
Dear Mr. Stevens:
As required, please find three (3) copies of the 2012 System Annual Performance Report for the City
of Shelby. This report includes information for:
• Sanitary Sewer Collection System WQCS-00037
• First Broad Wastewater Treatment Plant NC00024538
If you have any questions, please contact me at 704-669-6570 or by email at
david.hux(a)-cityofshelby.com.
Sincerely,
David Hux
Assistant Utilities Director -Operations
Enclosures
Cc: Brad R. Cornwell; Public Utilities Director
Mark Swink; Field Operations Superintendent
Todd Humphries; Wastewater Treatment Supervisor/ORC
J.D. Kimble; Field Operations Superintendent/ORC
Certified Mail 7012 2210 0000 1721 3847
-I�
www ci ofshelbv.com
FEB 12-2013

Monthly Spill Totals
Dumping waste into the City's manholes without permis-
sion Is illegal. Residents can report suspicious activity,
Jan 0 ; Apr 0 Jul 75,000 Oct 0
sewer overflows and other sewer issues any time by dialing
704 48 -6866.
Feb 12,925 May; 0 Aug . 17,720 Nov ' 0
Mar 1,200 :" 1un 2,000 Sep 141,900 Dec ' 1,588
INFRASTRUCTURE IMPROVEMENTS
-
• Royster Avenue Sewer — 230 feet of sewer line and
All overflows and violations have been corrected and
one manhole replaced.
reported to the State of NC. No environmental impacts
• Chestnut Street Neighborhood Sewer Rehabilitation
or fish kills occurred with these events.
Project -
• Point Repair and Sewer Lining Project of over
ENVIRONMENTAL"PROGRAMS AND SERVICE
8,500 feet of sewer line and rehabilitation of
INITIATIVE
manholes.
• Installation of 1150 feet of new 20" sewer
As part of a commitment to support educational
line and manholes through Palmer Park.
awareness and promote better learning, Shelby offers
• Right of Way Improvements — Continued clearing of
tours of the wastewater treatment plant to various
overgrown Utility Right -of -Ways.
interest groups. For a tour of the plant, contact the
�' . Wastewater Treatment Plant
Wastewater Plant Supervisor at 704-484-6850.
• Trickling Filter Upgrades —Upgrades to
41
fit.... IIEIp U1
pumping and rotating mechanisms were
PRM"
started.
• Compost Biofilter—Biofilter was rebuilt for
. =EWER
composting operations to improve plant
ONER11oWly
odor control.
I certify under penalty of law that this report is complete
FATS, OILS and GREASE PROGRAM
and accurate to the best of my knowledge. I further certify,
that this report has been made available to the "users or
Grease is a leading cause of sewer blockages and over-
customers of the named system and that those users have
flows in the sewer system and can lead to sewer back-
been notified of its availability.
Lips into homes. The City urges residents to help our
fight against grease:
Todd } Humphries
• - -
tBroad WWTPSupervhor/
Firs.
• Never pour grease down the drain.
Resp harie
Q
(--i
Scrape grease and food scraps into the trash.
`--ratoNn
JD Klmble
• Use sink strainers -to prevent food scraps from-
Field .operotlonsSopervtsor/
going down the drain.
operator In ResponsibfeCharge
Copies of this report are available at:
The Fats, Oil and Grease (FLOG) Program seeks to re-
• City Hall at 300 South Washington Street
duce these occurrences by education to the public on
• Utilities Operations Center at 824 West Grover Street
how to prevent grease from entering the sewer sys-
• First Broad Wastewater Treatment Plant at 1940
South Lafayette Street.
Special emphasis has been placed on food service es-'
• On the City's website.at www.cityofshelby.com.
tablishments but we all need to do our part to keep.
grease out of the sewer system. For more information For more detailed information, contact the Assistant Utilities
on'our program, contact the Pretreatment Coordinator Director, David Hux at 704484-6840 or
at 704-484-6850. [e-mail]
Brochure Number: WWT3003-000
MAR — I zolz
:Ft
ANNUAL SYSTEM
PERFORMANCE
RECEIVED
DIVISION Of !F'AT =,a JALITV
REPORT- 2011
MAR 5 2012
Facility Information:
First Broad Wastewater Treatment Plant
1940 South Lafayette Street
Shelby, North Carolina 28152
Permits:
Collection Systerfr0W,.QG�10�'�37�
Wastewater Treatment: NCO024538
Compost Facility: WQ0007780
Laboratory Certification: 238
WWTP Stormwater Permit: NCG110040
City of Shelby Utilities
824 West Grover Street
Shelby, North Carolina 28151
ISO 14001 Certified

SYSTEM OVERVIEW
The City of Shelby wastewater collection and treatment
system serves a customer base of 7,830 residential,
commercial and industrial users. During last year the
First Broad River Wastewater Treatment Plant (WWTP)
collected and treated an average of 2.47 million gallons
per day (MGD). Included in this flow is wastewater
from Kingstown and Fallston.
The sewer collection system consists of gravity sewer
lines, lift stations and force mains that convey
wastewater to the First Broad River WWTP. The City
owns and maintains 207 miles of sewer lines with 19
lift stations. The City of Shelby is also maintains five (5)
lift stations for Fallston and three (3) for Kingstown.
Aerial of First Broad WWTP
WHAT IS WASTEWATER?
Wastewater is sewage from your home's sinks, toilets,
bathtubs and washing machines. People also create
wastewater at work. Offices, businesses and manufac-
turers create not only domestic wastewater but also
can create wastewater combined with the discharge
associated with manufacturing processes or services.
The City of Shelby's collection system and lift stations.
direct the flow of the wastewater to the First Broad
WWTP.,for treatment. The First Broad River WWTP Is
located on South Lafayette Street.
WHAT DO WASTEWATER TREATMENT PLANTS
DO?
Wastewater treatment plants clean our wastewater
and prevent pollution from getting into the environ-
ment. When wastewater enters .our facility, bar
screens catch and remove trash and large objects. Grit
chambers then remove heavy particles like gravel,
sand, seeds and coffee grounds. The wastewater then
flows through large settling tanks called clarifiers where
heavy solids settle to the bottom and are removed. After
the primary clarifiers, the liquid portion flows into the aera-
tion basin where microorganisms breakdown the pollutants.
The wastewater then flows into final clarifiers where the
microorganisms settle out and are returned to the basins.
The flow is disinfected before the a treated water is returned
to the First Broad River.
The solids, which have been removed from the process, are
pumped to a holding tank where they are held until pro-
cessing through our Compost Facility, where the solids are
combined with bark mulch and treated for 30+ days. After,
processing, the compost is provided to the public for home
use around trees and flowers. The product is also being
used as fertilizer for pastures.
COLLECTION SYSTEM MAINTENANCE
The Field Operations Division maintains collection system
pipes and lines in order to prevent sanitary sewer overflows
(SSOs) and keep wastewater flowing through the collection
system to the treatment plant for treatment. During the
report year 35 miles of sewer lines (17%) were cleaned by
rodding/jetting/bucket cleaning and 26,378 feet of sewer
lines were videoed to inspect sewer lines for problems. Dur-
ing the year Field Operations also conducted inspections of
all exposed aerial crossings and also performed maintenance
of sewer right-of-ways. Field Operations is responsible for
installation of sewer connections and also perform repairs to
problematic connections,. lines and manholes.. Smoke
testing is also performed to determine sources of inflow and
infiltration.
Facility Maintenance conducts inspections of all lift stations
and performs both preventative and corrective maintenance
on the stations and the force mains. The City's lift stations
are monitored by computers and are equipped with back-up
generation (either permanent or portable capabilities).
COMPLIANCE SUMMARY
The City of Shelby's First Broad WWTP has permit limits and
monitoring requirements regulated by the North Carolina
Department of Environment and Natural Resources
(NCDENR). During the year thousands of samples are col-
lected and analyzed to document compliance and to moni-
tor plant operations. NCDENR requires all wastewater col-
lection and treatment systems to annually report to its cus-
tomers all sanitary sewer overflows, violations of state -
Issued permit limits and reporting requirements. The fol-
Field Operations Flush Truck Sewer Lift Station
lowing overflows and violations occurred from Janu-,
ary 2011 through December 2011.
Wastewater Treatment Plant Compliance
No violations during 2011
Sanitary Seveer Overflows
Spills greater than 1,000 gallons
ate Address Gallons Cause
02/14/11
1413 Briarcliff Rd
(ROW);
03/02/11
Ronald Dr (ROW)
06/09/11
998 W Grover St
07/bs/11
1940 S Lafayette St
08/02/11
700 Phillips St
(ROW)
08/25/11
! 700 Phillips 5t
(ROW)
09/21/11 Suttle St
09/21/11 Palmer Park
09/21/11 505 Leander St
09/21/11 Kings Rd Park
12/27/11 .406 Mint St
2,925
R
1,200
R
2,000
SW
75,000
SW
13,290
R
4,430 R
12,000 HR.
120,000 HR
5,100 HR
4,800 HR
1,588 ' R & PF r
D—Debris ** DG—Debris and Grease
DR —Debris and Roots ** E—Equipment
G—Grease ** HR—Heavy Rain
PG —Paper and Grease ** PF—Pipe Failure
R—Roots ** RG--Roots and Grease
SW —Severe Weather

A74JLI)
"�
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor Director
June 27, 2012
Mr. Rick Howell, City Manager
City of Shelby
P. O. Box 207
Shelby, NC 28151
Natural Resources
Dee Freeman
Secretary
Subject: Cleveland Mall Lift Station
Collection System Permit Number WQCS00037
City of Shelby
Cleveland County
Dear Mr. Howell:
The Mooresville Regional Office of the Division of Water Quality (MRO) reviewed the City of
Shelby's 'Sanitary Sewer Overflows (SSOs) that were reported from 2008 until the present. This review
found that five (5) reportable SSOs occurred at the Cleveland Mall Lift Station from -force main breaks and
that all five of the SSOs reached waters of the state. Because of the reoccurring problems on this sewer line
MRO staff does support the lift station rehab/replacement project and any other measures the City of Shelby
can undertake to update the City's collection system infrastructure.
If you have any questions regarding this please do not hesitate to contact me at 704-663-1699.
Sincerely,
k=a n5C-v--6""Robert B. Krebs
Surface Water Protection Section Supervisor
Division of Water Quality
Mooresville Regional Office
Mooresville Regional Office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service:1-877-623-6748
Internet: http://portal.ncdenr.org/web/wq
One
NorthCarolina
An Equal Opportunity, Affirmative Action Employer— 30% Recycledt10% Post Consumer paper

"ENVIRONMENTAL PROGRAMS AND
SERVICE INITIATIVE
As part of a commitment to support educational
awareness ,and promote better learning,. Shelby
offers tours of .the wastewater treatment plant to
various Interest groups. For a tour of the plant,
contact the Wastewater Plant Supervisor at 704-484
-6850.
FATS, OILS and GREASE.PROGRAM
r IIELP U2
�� ' pRE1lENT
r
!EWER
OrERVI.OWit!
Grease is a leading cause of sewer blockages and
overflows in the sewer system and can lead to
sewer back-ups into homes. The City urges resi-
dents to help our fight against grease:
• Never pour grease down the drain.
• Scrape grease and food scraps into the'trash.
• Use sink strainers to prevent food scraps from
going down the drain.
The Fats, Oils and Grease (FOG) Program seeks to
reduce these occurrences by education to the public
on how to prevent grease from entering the sewer
system.
Special emphasis has'been placed' on food service
establishments, but we all need to`do our part to
keep grease out-of'the sewer system. For more .
information on our 'program, contact :
Annette McMurrayat704-484-6850 or:
annette. [e-mail].m
Dumping waste into. the City's manholes with-
out permission is illegal.., Residents can report
suspicious activity, sewer, overflows and other,
Sewer issues any time by,dialing (704) 4847
6866.
SYSTEM IMPROVEMENTS
Westside Sewer Project —A Project that involves the
installation of a new pumping station and force main
between Crest High and Crest Middle was started. -,'in
Deceribr of 2008. Gravity Sewer will extend north
across 74 toward the industrial areas on Washburn j
Switch Road.
Spruce Drive Pump Station Upgrades — The `pump
station located off Melrose Drive was upgraded in 2608.
This projeyt.was completed in August of 2008.
Eastside,Sewer Project —This project: was completed in
early 2008 and included the installation of 21,600 feet of j
sewer line to .provide gravity service from.Hickory:CreRk l
Outfall to the South Post Road area.
Miscellaneous -.'Repairs— City conducted several point '
repair projects during the .year to repair aging
infrastructure:
I certify under penalty of law thatthis.report 18 complete
and accurate to the best of my knowledge:. F fuj-ther
certify that this.'report ha's been male'available to`the
users or customers of the named system and that those
users have been ifie'd of it vaitability:
Lee Douglass
First Broad Wpsteowater.Treatment Plant
erator in liespons' harge
JD Kimble
Fleld Qperations'Supervisor/
operator in Responsible Charge
Copies of this report are available at:
• City Hall at300 S Washington Street
• Utilities Operations Centerat 824 W Grover Street
• First Broad Wastewater Treatment Pla
Lafayette Street.
Notification of availability, is provided b they's
website at wwwAtyofshelby-com and via utility bills.:
MAR
For more detailed information, contact the Assistant
Utilities Director, David Hux at 704-484-6840 or
[e-mail].
'i•� lid
Eq
Shel
NORTH .CARO
RECI
Facility Information -
First Broad WastewaterTreatment Plant
1920'South Lafayette Street`
Shelby, NC 28152.
Permits
Collection Systern
-S-Qp,Q3� .. :
Wa a menu
NCO24538
o p r a 'lity
WQ0007780 `'
LL. or.,;ta ation
ty ;
238
Storm water Permit:, .
-NCG110040
!UUU City of Shelby Utilities
824 West Grover Street
Shelby, North Carolina 28152
150 14001 Certified
�r-F��►��o��n

SYSTEM OVERVIEW
The City of Shelby wastewater collection and treat-
ment system serves a customer base'of 8;728-'resi-
dential, commercial and industrial users. During the
last year the . First Broad Wastewa4er'Treatment
Plant (WWTP) collected and treated an average of
2.47 million gallons per day (MGD). Included in this
flow is wastewater -from Kingstown and Fallston.
The sewer collection system consists of gravity
sewer lines, pump stations and force -mains that,
convey wastewater to the First Broad River WWTP.
The City owns and maintains 195 miles of sewer
lines with 17 pump stations. The City of Shelby also
maintains 5 pump stations for, Fallston and 3 for
Kingstown.
Aerial of First Broad WWTP.
WHAT IS WASTEWATER?
Wastewater or sewage is _water; plus whatever -is
added,; that drains from your, home's sinks; toilets,
bathtubs and washing. machines. People also create
wastewater at work. Offices; businesses and manu-
facturers create not only domestic wastewater but
also can, create wastewater,cornbined with the dis-
charge associated with a manufacturing process or a
service.
The City of 'Shelby's-`collecti66 -system and pump
stations direct -fhb flow of.the Wastewater to the .
First Broad WWTP'fortreatment:
The First Broad'WWTP"is located -on South Lafayette
Street.
WHAT DO WASTEWATER. TREATMENT
PLANTS DO?
Wastewater treatment plants clean our wastewater and
prevent pollution -..from getting into the environment.
When wastewater enters! our facility, -bar screens, catch
and remove trash and large objects. Grit chambers then
remove heavy particles like gravel, sand, seeds and cof-
fee.grounds. Wastewater then flows thorough large
settling tanks called clarifiers where heavy solids settle to
the bottom, and are removed. After the primary clarifi-
ers, the liquid portion flows into the aeration basin
where microorganisms breakdown the pollutants.
The wastewater then-flows'into final clarifiers where the
microorganisms settle out and are returned to the ba-
sins. Some of these solids are removed from the system.
The flow is disinfected before the treated water is re-
turned to the First Broad River.
The solids, which have been removed from the process,
are pumped to a holding tank where they are held until
processed through our Compost Facility, where the solids
are combined with bark mulch -and treated for 30-plus
days. After processing the compost is provided to the
public for home use around trees and flowers. The prod-
uct is also beI6F, used -as -fertilizer for pastures:
COLLECTION SYSTEM MAINTENANCE
The Field Operations Division maintains collection system
pipes and lines in order to ;prevent sanitary sewer over-
flows (SSO's) and kegp-waste water flowing through the
collection system to the treatment plant for treatment.
During the report year 44 miles of pipes were cleaned. by
rodding/jetting and 14,150:feet of sewer lines were
videoed to inspect sewer lines for problems. During the
year Field Operations also conducted inspections of 115
exposed aerial crossings and also performed mainte-
nance of sewer right-of-ways. •Field operations, also is
responsible for installation'of sewer connections and also
performs repairs to problematic .connections, lines and
manholes.
Facility Maintenance conducts inspections of all pump
stations and performs both preventative and corrective
maintenance on the stations•:and, the -force-mains. The
City's pump stations are monitored:by computers and
are equipped with back-up.generation.(either permanent
or portable capabilities).
Field Operations Flush Truck ,-keWer.Purnp Station
COMPLIANCE SUMMARY
The City of Shelby's First Broad WWTP has permit
limits and monitoring requirements regulated by
the NC Department of Environment .and Natural
Resources (NCDENR). During the year thousands
of samples are collected and .analyzed to show
--compliance -and -to -monitor "plant' operations:
NCDENR requires all wastewater collection and
treatment systems to annually report to its cus-
tomers all -sanitary seweroverflows; Violatiohs of
state -issued permit limits and reporting require-
ments. The following- overflows ..and violations
occurred from January 2008'through December
2008.
Sanitary Sewer -Overflows
Spills Greater than.1.000 gals
Date Address, . _ Gallops ,...Cause
3/5/08 110 Shady Ridge Ln. 1950 P/G
3/6/08 . 1940 S. Lafayette'St.; •,1939 E
P/G—Paper and Grease 'E=Equipment
Monthly Spill Totals: `
= •
Jan 08 —i ' 0
Jul'08 100
Feb 08 •-`A68"..
Aug 08'�-327 -•
-Mar 08 — 4207
Sep`08 -=488
Apr 08 — • 318
"' Oct 08 = ° 0 "
May 08 = 933
Nov 08 — 0
Jun 08 — 488
Dec 08'= 168'
Wastewater Plant.Compliance
April 2008—Ammonia Monthly Limit Violation
Limit 18.5 mg/L
"Result 18.7 mg/L
July 24, 2008—Effluent
PH —Missed Sample
November 2008—Effluent Toxicity=Failed
All overflows andviolations-have-been-corrected .
and reported to the State of North Carolina.- No
environmental impacts orfish;kills occurred with
these events. .

ShShelb
C.1RQLl�A -
City•nrll,i, ..burg
February 22, 2007
System Performance Annual Report
North Carolina Division of Water Quality
Attn: Mr. Kerr T. Stevens
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
RE: System Performance Annual Report
Dear Mr. Stevens,
Attached as requested are three (3) copies of the following reports.
• Sanitary Sewer Collection System Report WQCS-00037
• Wastewater Treatment Works Report NC0024 48$
If you should have any questions or need further information, don't hesi tate to contact me
at [phone].
Cordially,
Brad R. Cornwell, PLS, EI
Utilities Director
Enclosure
BRC/sme
CC: Duane Sando, Plant Operations Superintendent
Wayne Wilson, Field Operations Superintendent
John Rhom, Wastewater Treatment Plant Supervisor
J.D. Kimble, Collections Supervisor
PO Box 207 - 824 W. Grover St. - Shelby, NC 28151-0207
Phone [phone] - Fax [phone]
Visit its at 7i1m711.citilofshelby.coiii.

I.
SYSTEM PERFORMANCE ANNUAL REPORT
SANITARY SEWER COLLECTION SYSTEM
General Information
Facility Name: City of Shelby Sanitary Sewer Collection System
Location: Within the Corporate limits of the City of Shelby,
Cleveland County, N.C. as well as limited
peripheral areas outside these limits.
Responsible Entity: City of Shelby, North Carolina
Person in Charge: J. D. Kimble, Collections Supervisor
P. O. Box 207; Shelby, N.C. 28151-0207
[phone]
Applicable Permits:
Collection System WQCS-00037 Expires 12/31/06
Treatment Works NCO024538 Expires 08/31/08
Compost Facility WQ0007780 Expires 07/31/08
Lab Certification # 238 Expires 12/31/06
Description of Collection System:
In 2006 the City of Shelby added approximately 1200 feet of gravity sewer in the
following projects: Magnolia Place and James Love School Road. The collection system
that serves the citizens of Shelby and portions of Cleveland County consists of
approximately 188 miles of sewer Ines_ Of these lines, approximately 10% are force
mains, with the remaining 90% being gravity lines. The force mains consist of pipes
ranging in size from 4 to 10 inches. The gravity mains consist of pipes ranging in size
from 4 to 36 inches. There are 8,728 connections in this collection system.
The City of Shelby operates and maintains 21 sewer lift stations within the sewer
collection system. During the year of 2006, the maintenance department performed
scheduled preventative maintenance and made all necessary repairs as needed to keep lift
stations operating. There was only one breakdown and repair for the year 2006.
Performance: ` q,
During the past twelve months, we have cleaned 253 137 feet of sewer lines. 219,833
feet were cleaned by jetting, and 3 3,3 04 feet were cleaned by rodding.
Aerial and high priority lines were inspected between February 10 and August 23 (see
attached sheets). All lines and right of ways not visible to the general public were
inspected and bush -hogged.

Sanitary Sewer Overflows:
During 2006 we incurred 4 Sanitary Sewer Overflows that were caused by inflow and
infiltration during heavy rain events, paper, rags and roots. The total of the spills was
28,950 gallons. (see attached sheet for dates and amount of each overflow) In each case,
they were called into the Division of Water Quality, Mooresville Regional Office. It is
the policy of the City of Shelby that the ORC or back-up ORC visit the overflow site
during the spill as soon as possible and never more than twenty -fours after the first
notification. Samples are collected and tested for any spill that reaches surface waters of
the state by obtaining samples from upstream, down stream and point of entry.

2006 REPORTED SPILLS
# of Total
Spills
Date of Spill
Gallons S filled,
Location of Spill
Reportable
Reported Spill
Cause of Spill
1
March 1, 2006
13,400
Buffalo ST R/W
YES
GREASE AND PAPER
2
March 28, 2006
3,350
411 Whisnant St
YES
TRAFFIC ACCIDENT
3
May 26, 2006
7,800
Holly Oak Park R/W
YES
GREASE AND PAPER
4
July 15, 2006
4,400
1710 Fallston.Rd
YES
BROKEN FORCE MAINCUSTOMER CUT
28,950
Total Gallons Spilled
2006 Reportable Spills 6/22/2007 9:10 AM

Aerial and High Priority Lines
Inspection 2006
1 Behind Waste Treatment Lift Station
42" pipe-steel-60' long
2 Second Crossing from lift station
24" pipe-steel-75' long
3 First aerial behind Village Pantry
24" pipe-steel-I00' long
4 Second aerial behind Village Pantry
24" pipe-steel-80" long
5 3028 Charles Rd., right side of house
24" pipe-steel-13' long
6 1735 Linton Barnett Rd., right side of house
26" pipe- steel- 45' long
7 1730 Charles Rd., behind house
36" pipe-steel-80' long
8 1730 Charles Rd. second aerial behind house
36" pipe-steel-8" long
9 End of Linton Barnett, behind house
32" pipe-steel-180' long
10 1118 Ladell Ln., at creek behind house
18" pipe-steel-29' long
11 1229 Westwood Dr., behind house
18" pipe-steel-26' long
12 End of Wyanoke, on right in woods
6" pipe -ductile iron-53' long
13 823 Waters St., behind house
18"-terra 'cotta-43' long
14 1511 Rhyne St., behind house
16" pipe -ductile iron-8' long
15 1510 Knott St., behind house
18" pipe -ductile iron- 23' long
16 End of Ronald Dr., on right of way
20"-ductile iron-25' long
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
,Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date.
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Jeff O.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Jeff O.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Jeff O.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Jeff O.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Jeff O.

17 North side of Wesson Rd., on right of way
20" pipe -cast iron-8' long
18 3/10 mile from Lackey St. Ext.
6" pipe -ductile iron-30' Tong
19 End of Lackey St. Ext., on right of way
8" pipe -ductile iron-40' long
20 North of Lackey St. Ext.
18" pipe -ductile iron-13' long
21 1 mile from Lackey St. Ext., North on right of way
18"-ductile iron-6' long
22 1609 W. Dixon Blvd., right side of driveway
16" pipe -case iron-60' long
23 801 Kirby , behind house, 2 lines across creek
18" cast iron-20' long; 12" cast iron- 20' long
24 Behind Sedgefield Apts., cross over line
8" pipe -ductile iron-15' long
25 Right of way off Leander St., going to Southampton
12" pipe -ductile iron-9' long
26 Beside 913 Eastview
6" pipe -ductile iron- 26' long
27 South side of. Broad St., first crossing creek
10" pipe -ductile iron-20' long
28 Second Broad St., across creek
6" pipe -ductile iron - 20' long
29 704 Hanover St., back of house
8" pipe -cast iron-16' long, 4' long PVC
30 707 Kingsbury St., right of house at creek
10" pipe -ductile iron-10' long
31 West of Pump station on golf course
10" pipe -ductile iron-3' long
32 Second aerial from pump station, 200'
from 1st crossing
10" pipe -ductile iron- 20' long
33 West side of fiarway on golf course
10" pipe -ductile iron-27' long
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike-M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date.
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Jeff O.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Jeff O.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Jeff O.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Jeff O.
Date
2/10/2006 Inspector
Mike M.
Date
8/7/2006 Inspector
Jeff O.
Date
2/10/2006 Inspector
Mike M.
Date,
8/7/2006 Inspector
Mike M.
Date 2/16/2006 Inspector Robin H.
Date 8/7/2006 Inspector Mike M.
Date 2/16/2006 Inspector Mike M.
Date 8/7/2006 Inspector Jeff O.
Date 2/16/2006 Inspector Robin H.
Date 8/7/2006 Inspector Jeff O.

34 End of Sumter St. right of way
12" pipe -ductile iron-100' long
35 Second aerial from Sumter going to Hwy 74
12" pipe -ductile iron-55' long
36 Across river from J&C Dye
8" pipe -ductile iron-100' long
37 First aerial on Thompson St., in cemetery
12" pipe -ductile iron-60' long
38 Second aerial on Thompson St.
10" pipe -ductile iron-200' long
39 Ford St., in cemetery
6" pipe -ductile iron- 10' long
40 Whisnant and Gardner St.
8" pipe -ductile iron-6' long
41 Randolph Rd. at bridge -aerial
8" pipe -ductile iron-320' long
42 Randolph Rd. force main
4" pipe -ductile iron-35' long
43 Across from J&C Dye- aerial
10" pipe -ductile iron-140' long
44 Metcalf Rd. to Hendrick Pump Station
10"-ductile iron-30', 10"-ductile iron-20'
10"-ductile iron-15'
45 Hendrick St. Pump Station
6" pipe -ductile iron-5' long
8" pipe- PVC-5' long
46 210 Chestnut St.
6" pipe -ductile iron-4' long
47 Frederick St. and Vale St. -aerial
8" pipe -ductile iron-250' long
48 Wyke Rd. on right before R.R.
8" pipe -ductile iron-15' long
10" pipe -ductile iron-20' long
49 Wyke Rd. behind Day Care- aerial
12" pipe -ductile iron-30' long
Date 2/16/2006 Inspector Robin.H.
Date 8/10/2006 Inspector Jeff O.
Date 2/16/2006 Inspector Robin H.
Date 8/10/2006 Inspector Jeff O.
Date 2/16/2006 Inspector Mike M.
Date 8/15/2006 Inspector Mike M.
Date
2/10/2006 Inspector
Mike M.
Date
8/15/2006 Inspector
Jeff O.
Date
2/10/2006 Inspector
Mike M.
Date
8/15/2006 Inspector
Jeff O.
Date
2/10/2006 Inspector
Mike M.
Date
8/11/2006 Inspector
Jeff O.
Date
2/16/2006 Inspector
Mike M.
Date
8/11/2006 Inspector
Jeff O.
Date
2/16/2006 Inspector
Mike M.
Date
8/11/2006 Inspector
Mike M.
Date
2/16/2006 Inspector
Mike M.
Date
8/11/2006 Inspector
Mike M.
Date
2/16/2006 Inspector
Mike M.
Date
8/11/2006 Inspector
Mike M.
Date
2/16/2006 Inspector
Mike M.
Date
8/11/2006 Inspector
Jeff O.
Date 2/16/2006 Inspector Mike M.
Date 8/11/2006 Inspector Jeff O.
Date 2/16/2006 Inspector Robin H.
Date 8/11/2006 Inspector Mike M.
Date 2/16/2006 Inspector Robin H.
Date 8/11/2006 Inspector Mike M.
Date 2/16/2006 Inspector Robin H.
Date 8/15/2006 Inspector Mike M.
Date 2/16/2006 Inspector Robin H.
Date 8/15/2006 Inspector Mike M.

50 203 S. Poston St., right side of house
8" pipe -ductile iron-30' long
51 Richards St. at end of road -aerial
24" pipe -ductile iron-40' long
52 Timberland Dr. at end of road
6" pipe -ductile iron-44' long
53 E. Marion and Westfield Dr., across creek- aerial
12" pipe -ductile iron-6' long
54 Gum St. at end of road
8" pipe -ductile iron-6' long
55 Suttle St. behind Mack Shoe Store
8" pipe -ductile iron-17' long
56 E. Graham St. across from m Red Cross
8" pipe-steel-9' long
57 E. Graham St. and Kings Rd.
8" pipe-ductiel iron-28' long
58 End of West Circle Dr. across creek
10" pipe-steel-6' long
59 507 Wilson St behind house
8" pipe -ductile iron-12' long
60 E. Marion St. at Pizza Hut, left at creek
8" pipe -ductile iron-25' long
61 Between E. Marion St. and E. Warren St.
8" pipe -ductile iron-18' long
62 422 E. Warren St. left side of road
8" pipe -ductile iron-3' long
63 Mitchell St. right of way- aerial
18" pipe -ductile iron- 152' long
64 Mitchell St. right of way
24" pipe -ductile iron-17' long
65 Mitchell St. right of way at junction box
30" pipe -ductile iron-23' long
66 Mitchell St. right of way at junction box -aerial
24" pipe -ductile iron-69' long
Date 2/10/2006 Inspector Robin H.
Date 8/23/2006 Inspector Mike M.
Date
3/16/2006 Inspector
Robin H.
Date
8/23/2006 Inspector
Mike M.-
Date
3/16/2006 Inspector
Robin H.
Date
8/23/2006 Inspector
Mike M.
Date
3/16/2006 Inspector
Mike M.
Date
8/15/2006 Inspector
Mike M.
Date
3/17/2006 Inspector
Robin H.
Date
8/15/2006 Inspector
Jeff O.
Date
3/16/2006 Inspector
Mike M.
Date
8/15/2006 Inspector
Mike M.
Date
2/16/2006 Inspector
Jeff O.
Date
8/15/2006 Inspector
Mike M.
Date
2/16/2006 Inspector
Jeff O.
Date
8/15/2006 Inspector
Mike M.
Date
2/16/2006 Inspector
Robin H.
Date
8/15/2006 Inspector
Mike M.
Date
3/16/2006 Inspector
Robin H.
Date
8/15/2006 Inspector
Mike M.
Date
3/16/2006 Inspector
Robin H.
Date
8/15/2006 Inspector
Mike M.
Date
3/16/2006 Inspector
Robin H.
Date
8/15/2006 Inspector
Mike M.
Date
3/17/2006 Inspector
Robin H.
Date
8/15/2006 Inspector
Mike M.
Date
3/13/2006 Inspector
Mike M.
Date
8/23/2006 Inspector
Jeff O.
Date
3/13/2006 Inspector
Mike M.
Date
8/23/2006 Inspector
Jeff O.
Date
3/13/2006 Inspector
Mike M.
Date
8/23/2006 Inspector
Jeff O.
Date 3/13/2006 Inspector Mike M.
Date 8/23/2006 Inspector Jeff O.

67 Mitchell St. right of way -aerial
Date
3/13/2006 Inspector
Mike M.
30" pipe -ductile iron-151' long
Date
7/27/2006 Inspector
Jeff O.
68 Mitchell St. right of way- aerial
Date
3/13/2006 Inspector
Mike M.
30" pipe -ductile iron-77' long
Date
7/27/2006 Inspector
Jeff O.
69 Mitchell St. right of way- aerial
Date
3/13/2006 Inspector
Mike M.
30" pipe -ductile iron-135' long
Date
7/27/2006 Inspector
Jeff O.
70 Mitchell St. right of way
Date
3/13/2006 Inspector
Mike M.
. 30" pipe -ductile iron-11' long
Date
7/27/2006 Inspector
Jeff O.
71 Seattle St. North side of road
Date
3/17/2006 Inspector
Robin H.
6" pipe -ductile iron-15' long
Date
7/27/2006 Inspector
Mike M.
72 S. Morgan St. behind Duke Power substation -aerial
Date
3/17/2006 Inspector
Robin H.
32" pipe -ductile iron-340' long
Date
7/27/2006 Inspector
Mike M.
73 Fairgrounds pump station -aerial-
Date
3/17/2006 Inspector
Robin H.
8" pipe -ductile iron-33' long
Date
7/27/2006 Inspector
Mike M.
74 1603 Mountain Lane, in back across creek
Date
3/13/2006 Inspector
Mike M.
8" pipe -ductile iron-20' long
Date
7/27/2006 Inspector
Jeff O.
75 Across from 1611 Spangler Dr.
Date
3/13/2006 Inspector
Mike M.
8" pipe-PVC-7' long
Date
7/20/2006 Inspector
Mike M.
76 Gidney St. behind Universal on right of way
Date
3/13/2006 Inspector
Mike M.
8" pipe -ductile iron-15' long
Date
7/27/2006 Inspector
Jeff O.
77 E. Dixon Blvd. Behind Rental Center -aerial
Date
3/13/2006 Inspector
Mike M.
18" pipe -ductile iron-100' long
Date
7/27/2006 Inspector
Jeff O.
78 E. Dixon Blvd. Between Shoe Dept.
Date
3/13/2006 Inspector
Mike M.
and Wal-Mart-aerial
Date
7/27/2006 Inspector
Jeff O.
21" pipe-steel-50' long
79 S. Dekalb St. behind parking lot on Date 3/13/2006 Inspector Mike M.
right of way at High School Date 7/27/2006 Inspector Jeff O.
8" pipe -ductile iron-8' long
8" pipe -ductile iron-10' long
80 High School Baseball fieldhouse - aerial Date 3/13/2006 Inspector Mike M.
18" pipe -ductile iron-110' long Date 7/27/2006 Inspector Jeff O.
81 1140 Bridges St. right of house Date 3/13/2006 Inspector Mike M.
8" pipe -ductile iron- 20' long Date 7/28/2006 Inspector Jeff O.
82 215 Ramblewood Dr. right of house -on pier Date 3/13/2006 Inspector Mike M.
8" pipe -ductile iron-75' long Date 7/28/2006 Inspector Jeff O.

83 364 Grice St. behind house in woods -aerial
10" pipe -ductile iron- 84' long
12" pipe -ductile iron-84' long
84 West Elm St. at park over creek
6" pipe -ductile iron-15' long
85 601 Gold St behind house
8" pipe -ductile iron-1 8' long
86 613 Legrand St. behind house
8" pipe -ductile iron 26' long
87'kings Rd. at park
24" pipe-steel-50' long
88 Beside 312 Windsor Dr. -aerial
22" pipe-steel-40' long
89 202 Windsor D. left side over creek
8" pipe -ductile iron 120' long
90 Johnsfield Dr. to Richards St. on right of way
8" pipe -ductile iron- 22' long
91 401 Johnsfield Dr right side at creek
8" pipe -ductile iron-22' long
92 413 Johnsfield Dr. right of house
8" pipe -ductile iron- 33' long
93 705 Sherrill PI. on right of way
6" pipe -ductile iron- 10' long
94 Meadowood Ln right of way
first 30" pipe-steel-150' long
95 Second
30" pipe-steel-220' long
96 Third
30" pipe-steel-30' long
97 Fourth
30" pipe-steel-40' long
98 Cedarwood Dr -right of way
6" pipe -ductile iron-80' long
99 Mimosa
10" pipe -ductile iron-8' long
Date 2/16/2006 Inspector Mike M.
Date 7/28/2006 Inspector Jeff O.
Date 3/13/2006 Inspector Mike M.
Date 7/20/2006 Inspector Jeff O.
Date 3/13/2006 Inspector Mike M.
Date 7/28/2006 Inspector Jeff O.
Date
3/13/2006 Inspector
Mike M.
Date
7/20/2006 Inspector
Jeff O.
Date
2/16/2006 Inspector
Jeff O.
Date
7/28/2006 Inspector
Jeff O.
Date
3/17/2006 Inspector
Robin H.
Date
7/28/2006 Inspector
Jeff O.
Date
3/17/2006 Inspector
Robin H.
Date
7/28/2006 Inspector
Jeff O.
Date
3/16/2006 Inspector
Robin H.
Date
7/19/2006 Inspector
Mike M.
Date
3/16/2006 Inspector
Robin H.
Date
7/19/2006 Inspector
Mike M.
Date,
3/16/2006 Inspector
Robin H.
Date
7/19/2006 Inspector
Mike M.
Date
3/16/2006 Inspector
Mike M.
Date
7/19/2006 Inspector
Jeff O.
Date
3/13/2006 Inspector
Mike M.
Date
7/19/2006 Inspector
Mike M.
Date
3/13/2006 Inspector
Mike M.
Date
7/19/2006 Inspector
Mike M.
Date
3/13/2006 Inspector
Mike M.
Date
7/19/2006 Inspector
Mike M.
Date
3/13/2006 Inspector
Mike M.
Date
7/19/2006 Inspector
Mike M.
Date 3/17/2006 Inspector Robin H.
Date 7/28/2006 Inspector Jeff O.
Date 3/17/2006 Inspector Jeff O.
Date 7/20/2006 Inspector Jeff O.

100 Hollyoak Right of Way (1)
24" ductile iron-30' long
101 Hollyoak Right of Way (2)
24" ductile iron 70' long
102 Kenwood Dr
20" ductile iron-40' long
103 Brookwood Right of Way
8" ductile iron- 10' long
104 S. Poston Right of Way
8" ductile iron- 30' long
105 Pamela Drive Right of Way
6' ductile iron- 15' long
106 1215 Woodhill Drive
8" ductile iron-30' long
107 Columns-1308 Hot Springs Terrace
Right side across creek 6" pipe -ductile iron-40' long
108 Carlisle -At Delta Park at bridge on right
65'-8" pipe
109 Johnsfield-6" ductile iron and 6" clay pipe
20' long
110 Mitchell St -Right of Way at Junction box
30' pipe-25' long
111 Behind Sedgefield Apts.
8" ductile iron-65' long
112 Kirby St- at end of street
12" pipe-20' long
113 203 S Poston St -Right side
12' ductile iron-36' long
Date 2/16/2006 Inspector Jeff O.
Date 8/1/2006 Inspector Jeff O.
Date 2/16/2006 Inspector Jeff O
Date 8/1/2006 Inspector Jeff O
Date 3/16/2006 Inspector Robin H.
Date 8/1/2006 Inspector Mike M.
Date
3/13/2006 Inspector
Mike M.
Date
8/1/2006 Inspector
Mike M.
Date
3/13/2007 Inspector
Robin H.
Date
7/20/2006 Inspector
Mike M
Date
3/13/2006 Inspector
Mike M
Date
8/1/2006 Inspector
Mike M
Date
2/10/2006 Inspector
Mike M .
Date
8/1/2006 Inspector
Mike M
Date
3/13/2006 Inspector
Robin H.
Date
8/1/2006 Inspector
Mike M
Date
3/17/2006 Inspector
Robin H.
Date
8/1/2006 Inspector
Mike M
Date
3/16/2006 Inspector
Robin H.
Date
7/19/2006 Inspector
Mike M
Date
3/13/2006 Inspector
Mike M
Date
8/1/2006 Inspector
Mike M
Date
2/10/2006 Inspector
Mike M
Date
8/1/2006 Inspector
Mike M
Date
2/10/2006 Inspector
Mike M
Date
8/1/2006 Inspector
Mike M
Date
2/10/2006 Inspector
Mike M
Date
8/1/2006 Inspector
Mike M

r
i
i
She 7.0
NORTH CAROLINA #
r +
T,
�/p Is
aa-CIZLe�.;
(Jul)
UM-SurfaceWder Protection
SYSTEM PERFORMANCE ANNUAL REPORT
SANITARY SEWER COLLECTION SYSTEM
I. General Information
Facility Name: City of Shelby Sanitary Sewer Collection System
Location: Within the Corporate limits of the City of Shelby, Cleveland
County, N.C. as well as limited peripheral areas outside
these limits.
Responsible Entity: City of Shelby, North Carolina
Person in Charge: J. D. Kimble, Collections Supervisor
P. O. Box 207; Shelby, N.C. 28151-0207
(704) 484:6840
Applicable Permits: ,
Collection System fflQ—Q8=00037. Expires 06/30/12
Treatment Works NC002 38 Expires 08/31/08
Compost Facility WQ0007780 Expires 07/31/08
Lab Certification # 238 Expires 12/31/08
Description of Collection System:
The City of Shelby Collection System that serves the citizens of Shelby and portions of
Cleveland County consists of approximately 191 miles of sewer lines. Of these lines,
approximately 10% are force mains, with the remaining 90% being gravity lines. The force
mains consist of pipes ranging in size from 4 to 10 inches. The gravity mains consist of pipes
ranging in size from 4 to 36 inches. There are 8,728 connections in this collection system.
The City of Shelby operates and maintains 23 sewer lift stations within the sewer collection
system. During the year of 2007, the maintenance department performed scheduled
preventative maintenance and also performed corrective maintenance as needed to keep lift
stations operating. There were only two major problems for the year 2007.
The City of Shelby continues to look to expand the sewer service area. During 2007, the City of
Shelby initiated the following sewer service expansions:

• East Marion Street
• Eastside Sewer Outfall (In Progress)
• Cypress Glenn
• Cherryville Road
Total
Force Main Gravity
260 ft
260 ft 19,500 ft
1,047 ft
200 ft
260 ft 21,007 ft
The City of Shelby continues to utilize staff and outside consulting services to evaluate the
system to determine feasible and effective growth opportunities and also continues to evaluate
problematic areas for repairs and projects. During 2007, replacement of 840 feet of sewer line
replacement was conducted on East Marion Street. The City also initiated an engineering study
to evaluate I and I solutions in the Chestnut Street area.
Performance:
During the past twelve months, City staff has cleaned 187,425 feet of sewer lines. 176,203 feet
were cleaned by jetting, and 11,222 feet were cleaned by rodding. City forces continue to
utilize camera equipment to evaluate sewer line problems and continue to make point repairs to
sewer system lines and manholes as needed.
Aerial and high priority lines were inspected between February 8 and July 20 (see attached
sheets). All lines and right of ways not visible to the general public were inspected and bush -
hogged.
Sanitary Sewer Overflows:
During 2007, we incurred seven (7) Sanitary Sewer Overflows that were caused by inflow and
infiltration during heavy rain events, paper, rags and roots. The total of the spills was 124,080
gallons. In each case, they were called into the Division of Water Quality, Mooresville Regional
Office. It is the policy of the City of Shelby that the ORC or back-up ORC visit the overflow site
during the spill as soon as possible and never more than twenty -fours after the first notification.
Samples are collected and tested for any spill that reaches surface waters of the state by
obtaining samples from upstream, down stream and point of entry.
# of Total
Spills
Date of Spill
Gallons Spilled
1
March 2, 2007
1,270
2
March 5, 2007
3,350
3
May 29, 2007
1,950
4
June 11, 2007
1,270
5
October 15, 2007
670
6
December 10, 2007
30,480
7
December 10, 2007
85,090

S
Preventive Maintenance 2007
During the past twelve months, we have cleaned 187,425 feet of sewer lines. 176,203 feet was cleaned by
jetting and 11,222 feet was cleaned by rodding.
Jetting
Month
Feet
January
11,469
February
18,537
March
15,934
April
21,425
May
17,540
June
18,197
July
11,665
August
22,565
September
24,524
October
6,556
November
5,090
December
2,701
Total
176,203
Rodding
Month
Feet
January
1,093,
February
1,000
March
0
April
1,748
May
742
June
815
July
1,829
August
0
September
0
October
1,469
November
1,125
December
1,401
, Total
11,222
Combined Total -
187,425
a
cD
Preventive Maintenance Annual Report
2/1/2008

Aerial and High Priority Lines
1 Black St (At creek)
2 Bridges St (Right of 1140)
3 Broad St (3rd crossing, south side of)
4 Broad St (Second, across creek)
5 Broad St (South side of, first crossing creek)
6 Carlisle At Delta Park (At bridge on right)
7 Cedarwood Dr ROW
8 Charles Rd (First aerial behind 1730)
9 Charles Rd (Right side of 3028)
10 Charles Rd (Second aerial behind 1730)
11 Dicey Mills (Behind)
12 E Dixon Blvd (Behind Rental Center - aerial)
13 E Dixon Blvd (Between Shoe Dept & Wal-Mart - aerial)
14 E Graham St & Kings Rd
15 E Graham St (Across from Red Cross)
16 E Marion St & E Warren St (Between)
17 E Marion St (At Pizza Hut, left at creek)
18 E Warren St (422 - left side of road)
19 Eastview St (Beside 913)
20 Fairgrounds Pump Station - aerial
21 Fallston Pump Station
22 Ford St (In cemetery)
23 Frederick St & Vale St - aerial
24 Gidney St (Behind Universal on ROW)
25 Gold St (Behind 601)
26 Golf Course (West side of fairway)
27 Golf Course Pump station (West of)
28 Grice St (Behind 364 in woods - aerial)
29 Gum St (At end of road)
30 Hanover St (Back of 704)
31 Hendrick St Pump Station
32 Holly Oak ROW (1st)
33 Holly Oak ROW (2nd)
34 Holly Oak ROW (3rd)
35 Holly Oak ROW (4th)
36 Hot Springs Terr (Columns-1308, Right side across creek)
37 J & C Dye (Across from - aerial)
38 Johnsfield Dr
39 Johnsfield Dr (401 - right side at creek)
40 Johnsfield Dr (Left of 413)
41 Johnsfield Dr ROW
42 Johnsfield Dr to Richards St (On ROW)
43 Kenwood Dr
44 Kings Rd (At park)
45 Kingsbury St (Behind 702)
6" pipe-ductile-3' long
8" pipe -ductile iron- 20' long
16" pipe-ductile-8' long, 10" ductile-4' long
6" pipe -ductile iron - 27' long
10" pipe -ductile iron-20' long
8" pipe - 65' long
8" pipe -ductile iron-90' long
36" pipe-steel-144' long
24" pipe-steel-13' long
36" pipe-steel-8" long
8" pipe-40' long
18" pipe -ductile iron-100' long
21" pipe-steel-50' long
8" pipe -ductile iron-28' long
8" pipe-steel-9' long
8" pipe -ductile iron-18' long
8" pipe -ductile iron-25' long
8" pipe -ductile iron-5' long
6" pipe -ductile iron- 26' long
8" pipe -ductile iron-33' long
8" pipe -ductile iron- 11' long
8" pipe -ductile iron-13' long
8" pipe -ductile iron-250' long
8" pipe -ductile iron-12' long
8" pipe -ductile iron-18' long
10" pipe -ductile iron-27' long
10" pipe -ductile iron-10' long
12" pipe -ductile iron-100' long; 12" pipe -ductile iron-92' long
8" pipe -ductile iron-6' long
8" pipe -cast iron-16' long, 4' long PVC
6" pipe -ductile iron-11' long; 12" ductile iron-12' long
24" pipe -ductile iron-96' long
24" pipe -ductile iron 70' long
24" pipe-ductile-10' long
24" pipe-ductile-232' long
6" pipe -ductile iron-10' long
10" pipe -ductile iron-140' long
6" pipe -ductile iron and 6" clay pipe-20' long
8" pipe -ductile iron-25' long
8" pipe -ductile iron- 33' long
12" pipe-ductile-43' long
8" pipe -ductile iron- 31' long
20" pipe -ductile iron-40' long
20" pipe-steel-46' long
10" pipe-ductile-385' long
Inspection 2097
Date 2/20/2007 Inspector Mike M. Date 7/20/2007 Inspector _Jacky B.
Date 2/8/2007 Inspector Mike M. Date 7/20/2007 Inspector Jacky B.
Date
2/9/2007 Inspector Mike M.
Date
7/10/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/13/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/21/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/8/2007 Inspector Mike M.
Date
7/5/2007 Inspector Mike M.
Date
2/8/2007 Inspector Mike M.
Date
7/5/2007 Inspector Jeff O.
Date
2/8/2007 Inspector Mike M.
Date
7/5/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/21/2007 Inspector Mike M.
Date
7/20/2007 Inspector Mike M.
Date
2/21/2007 Inspector Mike M.
Date
7/20/2007 Inspector Mike M.
Date
2/16/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/16/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/16/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/16/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/16/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/13/2007 Inspector Mike M.
Date
7/20/2007 Inspector Mike M.
Date
2/13/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/9/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jeff O.
Date
2/13/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jeff O.
Date
2/16/2007 Inspector Mike M.
Date
7/20/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/21/2007 Inspector Mike M.
Date
7/8/2007 Inspector Jacky B.
Date
2/9/2007 Inspector Mike M.
Date
7/8/2007 Inspector Jacky B.
Date
2/16/2007 Inspector Mike M.
Date
7/20/2007 Inspector Mike M.
Date
2/20/2007 Inspector Mike M.
Date
7/20/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/8/2007 Inspector Jacky B.
Date
2/16/2007 Inspector Mike M.
Date
7/7/2007 Inspector Mike M.
Date
2/21/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jeff O.
Date
2/21/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jeff O.
Date
2/21/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jeff O.
Date
2/8/2007 Inspector Jeff O.
Date
7/20/2007 Inspector Mike M.
Date
2/13/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/16/2007 Inspector Jeff O.
Date
7/7/2007 Inspector Mike M.
Date
2/13/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/13/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/13/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/13/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/13/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/21/2007 Inspector Mike M.
Date
7/5/2007 Inspector Mike M.
Date
2/20/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/20/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jacky B.
Master List 1
2/22J2008

Aerial and High Priority Lines
46 Kingsbury St (Right of 707 at creek)
47 Kirby St (At end of street)
48 Kirby St (Behind 801, 2 lines across creek)
49 Lackey St Ext (1 mile from, north on ROW)
50 Lackey St Ext (3/10 mile from)
51 Lackey St Ext (End of, on ROW)
52 Lackey St Ext (North of)
53 Ladell Ln (At creek behind 1118)
54 Leander St (ROW off, going to Southampton St)
55 Legrand St (Behind 613)
56 Linton Barnett Rd (Right side of 1735)
57 Linton Barnett Rd (End of, behind house)
58 Metcalf_Rd. to Hendrick Pump Station
59 Mimosa Dr
60 Mitchell St ROW (1st)
61 Mitchell St ROW (2nd)
62 Mitchell St ROW (3rd)
63 Mitchell St ROW (Aerial - 1st)
64 Mitchell St ROW (Aerial - 2nd)
65 Mitchell St ROW (Aerial - 3rd)
66 Mitchell St ROW (Aerial - 4th)
67 Mitchell St ROW (At junction box - 1st)
68 Mitchell St ROW (At junction box - 2nd)
69 Mitchell St ROW (At junction box - aerial)
70 Mountain Ln (In back of 1603 across creek)
71 Pamela Dr ROW
72 Ramblewood Dr (Right of 215 - on pier)
73 Randolph Rd (At bridge - aerial)
74 Randolph Rd Force Main
75 Rhyne St (Behind 1511)
76 Richards St (At end of road - aerial)
77 Ronald Dr (End of, on ROW)
78 S Dekalb St (Behind parking lot on ROW at High School)
79 S Morgan St (Behind Duke Power substation - aerial)
80 S Poston ROW
81 S Poston St (1st - Right side of 203)
82 S Poston St (2nd - Right side of 203)
83 Seattle St (North side of road)
84 Sedgefield Dr (Behind Apts)
85 Sedgefield Dr (Behind apts, cross over line)
86 Shelby High School Baseball Fieldhouse - aerial
87 Sherrill PI (705 - on ROW)
88 Sumter St (2nd aerial from, going to Hwy 74)
89 Sumter St (End of, ROW)
90 Suttle St (Behind Mack's Shoe Store)
10" pipe -ductile iron-10' long
12" pipe-20' long
18" pipe -cast iron-20' long; 12" cast iron-20' long
18" pipe -ductile iron-6' long
6" pipe -ductile iron-54" long
8" pipe -ductile iron-35' long
18" pipe -ductile iron-13' long
18" pipe-steel-29' long
12" pipe -ductile iron-9' long
8" pipe -ductile iron 26' long
26" pipe-steel-39' long
32" pipe-steel-180' long
8" pipe -ductile iron-30' long
12" pipe -ductile iron-8' long
24" pipe -ductile iron-17' long
30" pipe -ductile iron-11' long
30" pipe -ductile iron-200' long
18" pipe -ductile iron- 152' long
30" pipe -ductile iron-151' long
30" pipe -ductile iron-77' long
30" pipe -ductile iron-103' long
30" pipe -ductile iron-23' long
30" pipe-25' long
24" pipe -ductile iron-69' long
8" pipe -ductile iron-20' long
8" pipe -ductile iron- 20' long
8" pipe -ductile iron-103' long
8" pipe -ductile iron-320' long
4" pipe -ductile iron-35' long
16" pipe -ductile iron-8' long
18" pipe -ductile iron-36' long
20"-ductile iron-40' long
8" pipe -ductile iron-8' long; 10" pipe -ductile iron-9' long
32" pipe -ductile iron-340' long
12" ductile iron- 30' long
12" ductile iron-36' long
8" pipe -ductile iron-30' long
6" pipe -ductile iron-15' long
8" ductile iron-65' long
8" pipe -ductile iron-15' long
18" pipe -ductile iron-150' long
6" pipe -ductile iron- 8' long
12" pipe -ductile iron-55' long
12" pipe -ductile iron-100' long
8" pipe -ductile iron-17' long
Inspection 2007
Date
2/9/2007 Inspector Mike M.
Date
7/8/2007 Inspector Jacky B.
Date
2/9/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/5/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/5/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/8/2007 Inspector Mike M.
Date
7/5/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/8/2007 Inspector Mike M.
Date
7/5/2007 Inspector Jeff 0.
Date
2/8/2007 Inspector Mike M.
Date
7/5/2007 Inspector Mike M.
Date
2/16/2007 Inspector Mike M.
Date
7/7/2007 Inspector Mike M.
Date
2/13/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/8/2007 Inspector Mike M.
Date
7/1012007 Inspector Jacky B.
Date
2/8/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jeff 0.
Date
2/21/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jeff 0.
Date
2/8/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/8/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jeff 0.
Date
2/8/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jeff 0.
Date
2/8/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jeff 0.
Date
2/8/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jeff 0.
Date
2/8/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jacky B.
Date
2/8/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jacky B.
Date
2/21/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/20/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/16/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/16/2007 Inspector Jeff 0.
Date
7/7/2007 Inspector Mike M.
Date
2/16/2007 Inspector Jeff 0.
Date
7/7/2007 Inspector Mike M.
Date
2/8/2007 Inspector Mike M.
Date
7/5/2007 Inspector Mike M.
Date
2/13/2007 Inspector Mike M.
Date
7/20/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/5/2007 Inspector Mike M.
Date
2/16/2007 Inspector Mike M.
Date
7/20/2007 Inspector Mike M.
Date
2/20/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/13/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/13/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/13/2007 Inspector Mike M.
Date
7/13/2007 Inspector Jeff 0.
Date
2/20/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/9/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/16/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jeff 0.
Date
2/13/2007 Inspector Mike M.
Date
7/13/2007 Inspector Jeff 0.
Date
2/12/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jeff 0.
Date
2/12/2007 Inspector Mike M.
Date
7/8/2007 Inspector Jeff 0.
Date
2/13/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Master List 2 2/22/2008

Aerial and High Priority Lines
91 Thompson St (1st aerial, in cemetery)
92 Thompson St (2nd aerial)
93 Timberland Dr (At end of road)
94 Vauxhall ROW (200' from road on right - under bridge)
95 Village Pantry (1st aerial behind)
96 Village Pantry (2nd aerial behind)
97 W Circle Dr (End of, across creek)
98 W Dixon Blvd (Right side of 1609's driveway)
99 W Elm St (At park over creek)
100 Waste Treatment Lift Station (Behind)
101 Waste Treatment Lift Station (Second crossing from)
102 Waters St (Behind 823)
103 Wesson Rd (North side of, on ROW)
104 Westwood Dr (Behind 1229)
105 Whisnant & Gardner St
106 Windsor Dr (202 - left side over creek)
107 Windsor Dr (Beside 312 - aerial)
108 Woodhill Dr (1215)
109 Wyanoke Ave (End of, on right in woods)
110 Wyke Rd (Behind Day Care - aerial)
111 Wyke Rd (On right before R.R.)
12" pipe -ductile iron-60' long
10" pipe -ductile iron-200' long
6" pipe -ductile iron-44' long
8" pipe-ductile-I1' long
24" pipe-steel-100' long
24" pipe-steel-80" long
10" pipe-steel-6' long
16" pipe -case iron-60' long
6" pipe -ductile iron-15' long
42" pipe-steel-60' long
24" pipe-steel-75' long
18" pipe -terra cotta-10' long
20" pipe -cast iron-10' long
18" pipe-steel-26' long
6" pipe -ductile iron-5' long
8" pipe -ductile iron 120' long
22" pipe-steel-40' long
8" pipe -ductile iron-30' long
6" pipe -ductile iron-53' long
12" pipe -ductile iron-30' long
8" pipe -ductile iron-15' long; 10" pipe -ductile iron-20' long
Inspection 2607
Date
2/9/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jac_ ky B.
Date
2/9/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jacky B.
Date
2/13/2007 Inspector Mike M.
Date
7/13/2007 Inspector Jeff O.-
Date
2/13/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/8/2007 Inspector Mike M.
Date
7/5/2007 Inspector Jeff O.
Date
2/8/2007 Inspector Mike M.
Date
7/5/2007 Inspector Jeff O.
Date
2/16/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/6/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/8/2007 Inspector Mike M.
Date
7/5/2007 Inspector Jeff O.
Date
2/8/2007 Inspector Mike M.
Date
7/5/2007 Inspector Mike M.
Date
2/8/2007 Inspector Mike M.
Date
7/5/2007 Inspector Mike M.
Date
2/9/2007 Inspector Mike M.
Date
7/5/2007 Inspector Mike M.
Date
2/8/2007 Inspector Mike M.
Date
7/5/2007 Inspector Mike M.
Date
2/13/2007 Inspector Mike M.
Date
7/13/2007 Inspector Jeff O.
Date
2/21/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/21/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/21/2007 Inspector Mike M.
Date
7/20/2007 Inspector Jacky B.
Date
2/8/2007 Inspector Mike M.
Date
7/5/2007 Inspector Jeff O.
Date
2/20/2007 Inspector Mike M.
Date
7/1012007 Inspector Jacky B.
Date
2/20/2007 Inspector Mike M.
Date
7/10/2007 Inspector Jeff O.
Master List 3 2/22/2008

t I
Quality
Always
IT' S A BOUT T H E PEOPLE
February 16, 2006
System Performance Annual Report
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
RE: System Performance Annual Report
Dear Mr. Stevens,
F E B 2 3 2006
Attached as requested are (3) copies of the City of Shelby's First Broad River Wastewater
Treatment Plant and Collection System Annual Performance Reports.
If there are questions, please advise.
submitted,
7ohn E. Rhom
Plant Operations Superintendent
Enclosure
CC: Julie R. McMurry, Interim Utilities Director(/
Brad Cornwell, Assistant Utilities Director -Engineering � ��CO vu c �
Duane Sando, Plant Operations Superintendent /I �"
Wayne Wilson, Field Operations Superintendent Jz,
J.D. Kimble, Sewer Collections Supervisor/ORC HMO �S — GGt� J
Mark Swink, Plant Maintenance Supervisor/ORC�,
Ron Mode, Plant ORC
I f
.r

I.
2005
SYSTEM PERFORMANCE ANNUAL, REPORT
WASTEWATER TREATMENT WORKS
General Information
Facility Name: BROAD RIVER WASTEWATER TREATMENT PLANT
Location: 1940 South Lafayette Street
Off NC 18 Southwest of Shelby Cleveland County
Responsible Entity: City of Shelby, North Carolina
Person in Charge: John E. Rhom, Plant Supervisor
P.O. Box 207, Shelby, N.C., 28151
[phone] or [phone]
Applicable Permits:
TREATMENT WORKS
NC 0024538
Expires
08/31/2008
COMPOST FACILITY
WQ0007780
Expires
07/31/2008
LAB CERTIFICATION #
238
Expires
12/31/2006
COLLECTION #
WQCS00037
Expires
12/31/2006
STORM WATER #
NCG110040
Expires
04/30/2008
Description of Treatment Process:
This is a 6.0 (six) MGD (Million Gallons a Day) Biological (Activated Sludge) Wastewater
Treatment Facility consisting of a bar screen, grit removal, cylindrical fines screen, two primary
clarifiers, pump stations, aeration basin, four final clarifiers, two chlorinators, two sulfonators,
sludge pump station, aerated sludge holding tank, two filter belt presses, ten bay sludge compost
building, and standby power generator. This Facility discharges into the First Broad River, which
is a Class C water in the Broad River Basin.
II. Performance
Summary of System Performance for calendar year 2005:
This Facility is well maintained and in good operational condition. Effluent from the secondary
clarifiers is of high quality with few suspended solids. The mixed liquor in the aeration basin is
mixed well and is maintained at a sufficient dissolved oxygen level for the biological process to
operate properly. The mixed liquor in the secondary clarifiers exhibits good settling

characteristics. Records concerning instrument calibration and process control are being
maintained in accordance with NPDES Permit requirements. The discharge monitoring reports
(DMRs), chain -of -custody forms, and laboratory analyses form are readily available for review
in the facility's office. All records are complete and up-to-date.
Overall for the previous twelve (12) months the `Broad River WWTP was exceptionally well
operated and maintained. Mr. John Rhom and Mr. Ron Mode were very knowledgeable about
the treatment process and the Broad River Plant. Thorough planning is evident throughout the
plant with areas of concern being addressed in a timely fashion. Lab personnel were very
knowledgeable and their organization outstanding"
Deficiencies
No deficiencies noted during last Plant inspection dated July 19, 2005
FACILITY SITE REVIEW / OPERATIONS AND MAINTENANCE:
The facility is well operated and maintained. The storm water retention basin behind the sludge
compost facility has been cleaned out and maintained.
Comprehensive process control and preventative maintenance programs are followed in the
operation of the WWTP. Facility grounds were well maintained.
The WWTP is properly staffed in accordance with the permit requirements.
SELF — MONITORING PROGRAM:
State Regulators last inspected the Plant on July 19, 2005, at which time the monthly monitoring
reports for the period of June 2004 — May 2005 were reviewed. It was noted on 8/31/2004 no flow
was recorded on the DMR. An amended DMR was submitted to reflect the corrected flow.
Violations of Permit Conditions
During the 2005 monitoring period the City of Shelby's Broad River WWTP experienced NO
Violations
Summary of violations:
Non - Applicable
Notification of Wastewater Overflows
Pa

The Over Flows listed below were due to significant rain events occurring over a 24 to 48 hour
period. During a large rain event, water invades the City's collection system through a process
know as "I & I" (Inflow and Infiltration). When the amount of rainwater entering the system
surpasses the Plants "Pumping Capacity" then an overflow occurs. This untreated or partially
treated wastewater enters the First Broad River at a point just north of the plant regular outfall
pipe.
March 28, 2005 462,970 Gallons
August 10, 2005 169,455 Gallons
October 7, 2005 258,264 Gallons
November 22, 2005 1,404 Gallons �ar
TOTAL 892,093 Gallons
There were no Environmental impact or fish kill observed in the receiving waters of the First
Broad River following any of the overflows reported for the calendar year 2005. Proper
notification was made to the State of North Carolina, Department of Environment and
Natural Resources — Division of Water Quality, Mooresville Regional Office and the
required Public Notifications were issued.
III. Notification
A full and complete copy of The City of Shelby's First Broad River Wastewater Treatment
Plant's "Performance Annual Report" has been posted on a prominent Bulletin Board located at
the City of Shelby's Utility Operations Center, 824 West Grover Street.
Citizens will be notified of this location through a presentation given at a regularly scheduled
City Council Meeting.
IV. 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 or customers of
the named system and that those users have been notified of its availability.
J E. Rhom
lant Operations Supervisor
City of Shelby, N.C.
` /7"0%
Date
3

SYSTEM PERFORMANCE ANNUAL REPORT
SANITARY SEWER COLLECTION SYSTEM
I. General Information
Facility Name: City of Shelby Sanitary Sewer Collection System
Location: Within the Corporate limits of the City of Shelby,
Cleveland County. N.C. as well as limited
peripheral areas outside these limits.
Responsible Entity: City of Shelby, North Carolina
Person in Charge: J. D. Kimble, Collections Supervisor
P. O. Box 207, Shelby, N.C. 28151-0207
[phone]
Applicable Permits:
Collection System WQCS-00037 Expires 12/31/06
Treatment Works NCO024538 Expires 08/31/08
Compost Facility WQ0007780 Expires 07/31/08
Lab Certification # 238 Expires 12/31/06
Description of Collection System:
In 2005, the City of Shelby added approximately 12,960 feet of gravity sewer in the
following projects: Brittain Dr., Hickory Hill, Willis St. and US 74 Bypass.
The collection system that serves the citizens of Shelby and portions of Cleveland County
consists of approximately 1875 _riiiles...of sanif*--J sewer lines. Of these lines,
approximately 10 percent are force mains, with the remaining ninety percent being
gravity lines. The force mains consist of piping ranging in size from four inches to ten
inches. The gravity mains consist of pipe ranging in size from 4 inches to thirty-six
inches. There are 8;690-_conriecfons in"this collectionsystem.
The City of Shelby operates and maintains P2:Lsewer_lift_staions within its sewer
collection system. During the year of 2005, maintenance visited all 21 lift stations at a
minimum of once a week. The maintenance department performed scheduled
preventative maintenance and made all necessary repairs as needed to keep lift stations
operating. There were no major system breakdowns or repairs for the year 2005.
Performance:
During the past twelve months, we have cleaned 241,693 feet of sewer lines. 201,682
feet were cleaned by jetting, and 40,011 feet were cleaned by rodding. This equals 45.8
miles of lines cleaned, which -rep resents,about-24%o_of our_collection_system.- ;

Aerial and high priority lines were inspec
sheets). All lines and right of ways not vi
bush -hogged between April and October.
l�J
Of -and-September 1.6 (see attached
e general public were inspected and
During 2005 we incurred =35_Sanitary Sewer--OV407Cws that were caused by inflow. and -
infiltr_aton_during `heavy `rein? events. The total of the spills was 1,289,948. (see attached
sheet for dates and amount of each overflow) In each case, they were called into the
Division of Water Quality, Mooresville Regional Office. It is the policy of the City of
Shelby that the ORC or back-up ORC visit the overflow site during the spill as soon as.
possible and never more than twenty -fours after the first notification. Samples are
collected and tested for any spill that reaches surface waters of the state by obtaining
samples from upstream, down stream and point of entry.

2005 REPORTED SPILLS
# of 'Total
Spills
Date of Spill
Gallons Spilled
Location of Spill
1
January 31, 2005
1,270
3022 Downing St
2
February 1, 2005
3,900
1512 Knox St
3 fFebruary
16, 2005
140,400
1208 Pamela Dr
4
February 22, 2005
30,120
1511 Rhyne St
5
February 26, 2005
18,900
1414 Hubbard Ter
6
March 7, 2005
381
213 W Warren St
7
March 28, 2005
462,970
1940 S Lafayette St
8
March 28, 2005
44,613
714 Kingsbury St
9
March 28, 2005
550
1902 Randolph Rd
10
Aril 7, 2005
1,270
1349 N Lafayette St
11
Aril 29, 2005
5,850
406 Wilson St
12
May 20, 2005
381
836 Cabniss Dr
13
May 27, 2005
508
200 W Dixon Blvd
14
June 20, 2005
381
Irvin Street (at end on R/W)
15
July 7, 2005
2,700
714 Kingsbury St
16
July 7, 2005
1,170
705 Hanover Dr
17
July 8, 2005
762
Kings Rd (at playground)
18
July 28,2005
670
608 Suttle St
19
August 10, 2005
169,455
1940 S Lafayette St
20
August 29, 2005
6,728
1709 Wesson Rd
21
September 4, 2005
250
1446 New Prospect Church Rd
22
September 6, 2005
2,691
1414 Hubbard Ter
23
September 10, 2005
100
201 Deerbrook Dr
24
September 24, 2005
3,810
414 Suttle St
25
October 7, 2005
258,264
1940 S Lafayette St
26
October 7, 2005
4,950
1902 Randolph Rd
27
October 8, 2005
11,500
714 Kingsbury St
28
November 22, 2005
1,404
1940 S. Lafayette St
29
November 26, 2005
3,175
1029 Hardin Dr
30
December 5, 2005
1,270
Right of Way off E. Marion St.
31
December 6, 2005
125
1891 E. Dixon Blvd
32
December 8, 2005
36,000
4501 Fallston Rd
33
December 15, 2005
72,560
1940 S. Lafayette St
34
December 15, 2005
200
299 Old Boiling Springs Rd
35
December 27, 2005
670
821 W. Marion St.
36
37
38
39
40
Total Gallons Spilled
1,289,948
� (0 9
9
E.6
to ct� ,_ p�Z
top 77/-�-
2005 Reported Spills -NEW 2/17/2006 8:59 AM

Preventive Maintenance 2005
During the past twelve months, we have cleaned 241,693 feet of sewer lines. 201,168 feet was cleaned by
jetting and 40,011 feet was cleaned by rodding.
Jetting
Month
Feet
January
12,768
February
14,839
March
25,968
April
10,741
May
16,555
June
27,966
July
11,383
August
21,552
September
26,747
October
13,048
November
7,766
December
12,349
Total
201,682
Combined Total
241,693
Rodding
Month
Feet
January
2,404
February
3,916
March
0
April
10,164
May
0
June
0
July
9,065
August
5,346
September
2,987
October
600
November
5,529
December
0
Total
40,011
Preventive Maintenance Annual Report 2/17/2006

Aerial and High Priority Lines
Inspection 2005
1 Behind Waste Treatment Lift Station
Date
13-Aug Inspector
Mike
42" pipe-steel-60' long
Date
9-Sep Inspector
Mike
2 Second Crossing from lift station
Date
15-Jun Inspector
Mike
24" pipe-steel-75' long
Date
9-Sep Inspector
Mike
3 First aerial behind Village Pantry
Date
15-Jun Inspector
Mike
24" pipe-steel-100' long
Date
9-Sep Inspector
Mike
4 Second aerial behind Village Pantry
Date
15-Jun Inspector
Mike
24" pipe-steel-13' long
Date
9-Sep Inspector
Mike
5 3028 Charles Rd., right side of house
Date
15-Jun Inspector
Mike
24" pipe-steel-13' long
Date
9-Sep Inspector
Mike
6 1735 Linton Barnett Rd., right side of house
Date
15-Jun Inspector
Mike
26" pipe- steel- 45' long
Date
9-Sep Inspector
Mike
7 1730 Charles Rd., behind house
Date
15-Jun Inspector
Mike
36" pipe-steel-80' long
Date
9-Sep Inspector
Mike
8 1730 Charles Rd. second aerial behind house
Date
15-Jun Inspector
Mike
36" pipe-steel-80' long
Date
9-Sep Inspector
Mike
9 End of Linton Barnett, behind house
Date
15-Jun Inspector
Mike
32" pipe-steel-180' long
Date
9-Sep Inspector
Mike
10 1118 Ladell Ln., at creek behind house
Date
15-Jun Inspector
Mike
18" pipe-steel-26' long
Date
9-Sep Inspector
Mike
11 1229 Westwood Dr., behind house
Date
15-Jun Inspector
Mike
18" pipe-steel-26' long
Date
9-Sep Inspector
Mike
12 End of Wyanoke, on right in woods
Date
15-Jun Inspector
Mike
6" pipe -ductile iron-53' long
Date
9-Sep Inspector
Mike
13 823 Waters St., behind house
Date
15-Jun Inspector
Mike
18"-terra cotta-43' long
Date
9-Sep Inspector
Mike
14 1511 Rhyne St., behind house
Date
15-Jun Inspector
Mike
16" pipe -ductile iron-8' long
Date
9-Sep Inspector
Mike
15 1510 Knott St., behind house
Date
16-Mar Inspector
Mike
18" pipe -ductile iron- 23' long
Date
9-Sep Inspector
Mike
16 End of Ronald Dr., on right of way
Date
15-Jun Inspector
Mike
20"-ductile iron-25' long
Date
9-Sep Inspector
Mike

17 1215 Woodhill Dr(Behind House)
Date
15-Jun Inspector
Mike
8" ductile-30' long
Date
9-Sep Inspector
Mike
18 North side of Wesson Rd., on right of way
Date
15-Jun Inspector
Mike
20" pipe -cast iron-8' long
Date
9-Sep Inspector
Mike
19 3/10 mile from Lackey St. Ext.
Date
15-Jun Inspector
Mike
6" pipe -ductile iron-30' long
Date
9-Sep Inspector
Mike
20 End of Lackey St. Ext., on right of way
Date
15-Jun Inspector
Mike
8" pipe -ductile iron-40' long
Date
9-Sep Inspector
Mike
21 North of Lackey St. Ext.
Date
15-Jun Inspector
Mike
18" pipe -ductile iron-13' long
Date
9-Sep Inspector
Mike
22 1 mile from Lackey St. Ext., North on right of way
Date
15-Jun Inspector
Mike
18"-ductile iron-6' long
Date
9-Sep Inspector
Mike
23 1609 W. Dixon Blvd., right side of driveway
Date
15-Jun Inspector
Mike
16" pipe -case iron-60' long
Date
9-Sep Inspector
Mike
24 801 Kirby , behind house, 2 lines across creek
Date
15-Jun Inspector
Mike
18" cast iron-20' long; 12" cast iron- 20' long
Date
16-Sep Inspector
Jeff
25 Behind Sedgefield Apts., cross over line
Date
15-Jun Inspector
Mike
8" pipe -ductile iron-15' long
Date
16-Sep Inspector
Jeff
26 Right of way off Leander St., going to Southampton
Date
15-Jun Inspector
Mike
12" pipe -ductile iron-9' long
Date
16-Sep Inspector
Jeff
27 Beside 913 Eastview
Date
16-Mar Inspector
Mike
6" pipe -ductile iron- 26' long
Date
16-Sep Inspector
Jeff
28 South side of Broad St., first crossing creek
Date
16-Mar Inspector
Mike
10" pipe -ductile iron-20' long
Date
16-Sep Inspector
Jeff
29 Second Broad St., across creek
Date
16-Mar Inspector
Mike
6" pipe -ductile iron - 20' long
Date
16-Sep Inspector
Jeff
30 704 Hanover St., back of house
Date
17-Jun Inspector
Mike
8" pipe -cast iron-16' long, 4' long PVC
Date
16-Sep Inspector
Jeff
31 707 Kingsbury St., right of house at creek
Date
17-Jun Inspector
Mike
10" pipe -ductile iron-10' long
Date
16-Sep Inspector
Jeff
32 West of Pump station on golf course
Date
17-Jun Inspector
Mike
10" pipe -ductile iron-3' long
Date
16-Sep Inspector
Jeff

33 Second aerial from pump station, 200'
Date
17-Jun Inspector
Mike
from 1st crossing
Date
16-Sep Inspector
Jeff
10" pipe -ductile iron- 20' long
34 West side of fairway on golf course
Date
17-Jun Inspector
Mike
10" pipe -ductile iron-27' long
Date
16-Sep Inspector
Jeff
35 End of Sumter St. right of way
Date
17-Jun Inspector
Mike
12" pipe -ductile iron-25' long
Date
16-Sep Inspector
Jeff
36 Second aerial from Sumter going to Hwy 74
Date
17-Jun Inspector
Mike
12" pipe -ductile iron-25' long
Date
16-Sep Inspector
Jeff
37 Across river from J&C Dye
Date
17-Jun Inspector
Mike
8" pipe -ductile iron-100' long
Date
16-Sep Inspector
Jeff
38 First aerial on Thompson St., in cemetery
Date
22-Jun Inspector
Mike
12" pipe -ductile iron-60' long
Date
16-Sep Inspector
Jeff
39 Second aerial on Thompson St.
Date
22-Jun Inspector
Mike
10" pipe -ductile iron-200' long
Date
16-Sep Inspector
Jeff
40 Ford St., in cemetery
Date
22-Jun Inspector
Mike
6" pipe -ductile iron- 10' long
Date
16-Sep Inspector
Jeff
41 Whisnant and Gardner St.
Date
22-Jun Inspector
Mike
8" pipe -ductile iron-6' long
Date
16-Sep Inspector
Jeff
42 Randolph Rd. at bridge -aerial
Date
22-Jun Inspector
Mike
8" pipe -ductile iron-320' long
Date
16-Sep Inspector
Jeff
43 Randolph Rd. force main
Date
22-Jun Inspector
Mike
4" pipe -ductile iron-35' long
Date
16-Sep Inspector
Jeff
44 Across from J&C Dye- aerial
Date
22-Jun Inspector
Mike
10" pipe -ductile iron-140' long
Date
19-Sep Inspector
Jeff
45 Metcalf Rd. to Hendrick Pump Station
Date
22-Jun Inspector
Mike
10"-ductile iron-30', 10"-ductile iron-20'
Date
16-Sep Inspector
Jeff
10"-ductile iron-15'
endrick St. Pump Station
Date
22-Jun Inspector
Mike
146
6" pipe -ductile iron-5' long
Date
16-Sep Inspector
Jeff
8" pipe- PV - ' Ion
47 210 Chestnut St.
Date
24-Jun Inspector
Mike
6" pipe -ductile iron-4' long
Date
16-Sep Inspector
Jeff
48 Frederick St. and Vale St. -aerial
Date
22-Jun Inspector
Mike
8" pipe -ductile iron-250' long
Date
16-Sep Inspector
Jeff

49 Wyke Rd. on right before R.R. Date 22-Jun Inspector Mike
8" pipe -ductile iron-15' long Date 16-Sep Inspector Jeff
10" pipe -ductile iron-8' long
10" Ductile Pipe-30' Long
50 Wyke Rd. behind Day Care- aerial
Date
24-Jun Inspector
Mike
12" pipe -ductile. iron-30' long
Date
16-Sep Inspector
Jeff
51 203 S. Poston St., right side of house
Date
24-Jun Inspector
Mike
8" pipe -ductile iron-25' long
Date
16-Sep Inspector
Jeff
52 Richards St. at end of road -aerial
Date
24-Jun Inspector
Mike
24" pipe -ductile iron-40' long
Date
16-Sep Inspector
Jeff
53 Timberland Dr. at end of road
Date
24-Jun Inspector
Mike
6" pipe -ductile iron-40' long
Date
16-Sep Inspector
Jeff
54 E. Marion and Westfield Dr., across creek- aerial
Date
24-Jun Inspector
Mike
12" pipe -ductile iron-6' long
Date
16-Sep Inspector
Jeff
55 Gum St. at end of road
Date
24-Jun Inspector
Mike
8" pipe -ductile iron-6' long
Date
16-Sep Inspector
Jeff
56 Suttle St. behind Mack Shoe Store
Date
16-Mar Inspector
Mike
8" pipe -ductile iron-12' long
Date
16-Sep Inspector
Jeff
57 E. Graham St. across from Red Cross
Date
24-Jun Inspector
Mike
8" pipe-steel-6' long
Date
16-Sep Inspector
Jeff
58 E. Graham St. and Kings Rd.
Date
24-Jun Inspector
Mike
8" pipe-ductiel iron-25' long
Date
16-Sep Inspector
Jeff
59 End of West Circle Dr. across creek
Date
24-Jun Inspector
Mike
10" pipe-steel-4' long
Date
16-Sep Inspector
Jeff
60 507 Wilson St behind house
Date
24-Jun Inspector
Mike
8" pipe -ductile iron-12' long
Date
16-Sep Inspector
Jeff
61 E. Marion St. at Pizza Hut, left at creek
Date
24-Jun Inspector
Mike
8" pipe -ductile iron-25' long
Date
16-Sep Inspector
Jeff
62 Between E. Marion St. and E. Warren St.
Date
24-Jun Inspector
Mike
8" pipe -ductile iron-10' long
Date
16-Sep Inspector
Jeff
63 422 E. Warren St. left side of road
Date
24-Jun Inspector
Mike
8" pipe -ductile iron-3' long
Date
16-Sep Inspector
Jeff
64 Mitchell St. right of way- aerial
Date
22-Jun Inspector
Mike
18" pipe -ductile iron- 75' long
Date
16-Sep Inspector
Jeff

r
65 Mitchell St. right of way
Date
22-Jun Inspector
Mike
24" pipe -ductile iron-6' long
Date
16-Sep Inspector
Jeff
66 Mitchell St. right of way at junction box
Date
22-Jun Inspector
Mike
18" pipe -ductile iron-20' long
Date
16-Sep Inspector
Jeff
67 Mitchell St. right of way at junction box -aerial
Date
22-Jun Inspector
Mike
24" pipe -ductile iron-65' long
Date
19-Sep Inspector
Mike
68 Columns-1308- Hot Springs Terrace
Date
24-Jun Inspector
Mike
Right side across creek 6"-40'
Date
19-Sep Inspector
Robin
69 Mitchell St. right of way -aerial
Date
22-Jun Inspector
Mike
30" pipe -ductile iron-240' long
Date
16-Sep Inspector
Jeff
70 Mitchell St. right of way- aerial
Date
22-Jun Inspector
Mike
30" pipe -ductile iron-75' long
Date
16-Sep Inspector
Jeff
71 Mitchell St. right of way- aerial
Date
22-Jun Inspector
Mike
30" pipe -ductile iron-135' long
Date
16-Sep Inspector
Jeff
72 Mitchell St. right of way
Date
21-Jul Inspector
Mike
30" pipe -ductile iron-10' long
Date
16-Sep Inspector
Jeff
73 Seattle St. North side of road
Date
22-Jun Inspector
Mike
6" pipe -ductile iron-15' long
Date
16-Sep Inspector
Jeff
74 S. Morgan St. behind Duke Power substation -aerial
Date
22-Jun Inspector
Mike
32" pipe -ductile iron-340' long
Date
19-Sep Inspector
Robin
75 Fairgrounds pump station -aerial
Date
22-Jun Inspector
Mike
8" pipe -ductile iron-33' long
Date
19-Sep Inspector
Robin
76 1603 Mountain Lane, in back across creek
Date
22-Jun Inspector
Mike
8" pipe -ductile iron-20' long
Date
19-Sep Inspector
Robin
Across from 1611 Spangler Dr.
Date
22-Jun Inspector
Mike
8" pipe-PVC-7' long
Date
19-Sep Inspector
Robin
78 i ney St. behind Universal on right of way
Date
22-Jun Inspector
Mike
8" pipe -ductile iron-15' long
Date
19-Sep Inspector
Robin
79 E. Dixon Blvd. Behind Rental Center -aerial
Date
24-Jun Inspector
Mike
18" pipe -ductile iron-100' long
Date
19-Sep Inspector
Robin
80 E. Dixon Blvd. Between Shoe Dept.
Date
24-Jun Inspector
Mike
and Wal-Mart-aerial
Date
16-Sep Inspector
Robin
21" pipe-steel-50' long

81 S. Dekalb St. behind parking lot on Date 21-Jul Inspector Robin
right of way at High School Date 16-Sep Inspector Robin
8" pipe -ductile iron-8' long
8" pipe -ductile iron-10' long
82 High School Baseball fieldhouse - aerial
Date
18-Jul Inspector
Robin
18" pipe -ductile iron-1 10' long
Date
16-Sep Inspector
Jeff
83 1140 Bridges St. right of house
Date
21-Jul Inspector
Robin
8" pipe -ductile iron- 20' long
Date
16-Sep Inspector
Robin
84 215 Ramblewood Dr. right of house -on pier
Date
16-Mar Inspector
Mike
8" pipe -ductile iron-75' long
Date
16-Sep Inspector
Robin
85 364 Grice St. behind house in woods -aerial
Date
22-Jun Inspector
Mike
10" pipe -ductile iron- 84' long
Date
19-Sep Inspector
Robin
12" pipe -ductile iron-84' long
86 West Elm St. at park over creek
Date
22-Jun Inspector
Mike
6" pipe -ductile iron-15' long
Date
19-Sep Inspector
Robin
87 601 Gold St behind house
Date
22-Jun Inspector
Mike
8" pipe -ductile iron-1 8' long
Date
19-Sep Inspector
Robin
88 613 Legrand St. behind house
Date
22-Jun Inspector
Mike
8" pipe -ductile iron-8' long
Date
19-Sep Inspector
Robin
89 Kings Rd. at park
Date
22-Jun Inspector
Mike
24" pipe-steel-50' long
Date
19-Sep Inspector
Robin
90 Beside 312 Windsor Dr. -aerial
Date
22-Jun Inspector
Mike
22" pipe-steel-120' long
Date
19-Sep Inspector
Robin
91 202 Windsor D. left side over creek
Date
22-Jun Inspector
Mike
8" pipe -ductile iron 40' long
Date
19-Sep Inspector
Robin
92 Johnsfield Dr. to Richards St. on right of way
Date
22-Jun Inspector
Mike
8" pipe -ductile iron- 22' long
Date
19-Sep Inspector
Robin
93 401 Johnsfield Dr right side at creek
Date
22-Jun Inspector
Mike
8" pipe -ductile iron-22' long
Date
19-Sep Inspector
Robin
94 413 Johnsfield Dr. right of house
Date
22-Jun Inspector
Mike
8" pipe -ductile iron- 33' long
Date
19-Sep Inspector
Robin
ehind Hardee's on W. Dixon Blvd. At creek
Date
18-Jul Inspector
Robin
10" pipe -terra cotta-3' long
Date
19-Sep Inspector
Robin
96 705 Sherrill PI. on right of way
Date
22-Jul Inspector
Mike
6" pipe -ductile iron- 10' long
Date
19-Sep Inspector
Robin

97 Meadowood Ln right of way
first 30" pipe-steel-150' long
98 Second
30" pipe-steel-220' long
99 Third
30" pipe-steel-30' long
100 Fourth
30" pipe-steel-40' long
101 Fifth
30" pipe-steel-30' long
102 Cedarwood Dr -right of way
6" pipe -ductile iron-80' long
103 Mimosa
10" pipe -ductile iron-8' long
104 Hollyoak Right of Way (1)
24" ductile iron - 30' long
105 Holly Oak Right of Way (2)
24" ductile iron - 70' long
106 Kenwood Drive
20" Ductile iron - 40' long
107 Brookwood Right of Way
8" Ductile Iron 10' long
108 Fallston Pump Station
8" ductile iron 15' long
109 S. Poston Right of Way
8" ductile iron 30' long
110 Pamela Drive Right of Way
6" ductile iron 15' long
111 1215 WoodHill Dr.(Behind House)
8" Ductil iron- 30' long
112 Mitchell St-r/w Junction Box
30' Pipe-25' Long
dtk / L4� ()4�
Date
22-Jul Inspector
Mike
Date
19-Sep Inspector
Mike
Date
22-Jun Inspector
Mike
Date
19-Sep Inspector
Mike
Date
22-Jul Inspector
Mike
Date
19-Sep Inspector
Mike
Date
22-Jul Inspector
Mike
Date
19-Sep Inspector
Mike
Date
22-Jul Inspector
Mike
Date
19-Sep Inspector
Robin
Date
21-Jul Inspector
Robin
Date
19-Sep Inspector
Robin
Date
21-Jul Inspector
Robin
Date
19-Sep Inspector
Robin
Date
21-Jul Inspector
Robin
Date
19-Sep Inspector
Robin
Date
21-Jul Inspector
Robin
Date
19-Sep Inspector
Robin
Date
18-Jul Inspector
Robin
Date
19-Sep Inspector
Robin
Date
21-Jul Inspector
Robin
Date
19-Sep Inspector
Robin
Date
21-Jul Inspector
Robin
Date
19-Sep Inspector
Robin
Date
21-Jul Inspector
Robin
Date
19-Sep Inspector
Robin
Date
21-Jul Inspector
Robin
Date
19-Sep Inspector
Robin
Date 21-Jul Inspector Robin
Date 19-Sep Inspector Robin
ate "nA
Date Inspector
c

113 The Carlisle @ Delta House
at the bridge on right
8" Pipe-65' long
114 Johnsfield RAN
6" Pipe Ductile Iron
20' Long
6" PVC Pipe
20' Long
***** End of Greenoak Dr (Taken Out)
6" Pipe -ductile iron-540' long
Date
16-Sep Inspector
Jeff
Date
18-Oct Inspector
Mike
ate
16-Sep Inspector
Robin
Date
18-Oct Inspector
Mike

q 1 }
LE
2.002
SYSTEM PERFORMANCE ANNUAL REPORT
SANITARY SEWER COLLECTION SYSTEM
I. General Information
Facility Name: City of Shelby Sanitary Sewer Collection System
Location: Within the Corporate limits of the City of Shelby,
Cleveland County, N.C. as well as limited
peripheral areas outside these limits.
Responsible Entity: City of Shelby, North Carolina
Person in Charge:
Blane R. Champion,
Collections Supervisor
P. O. Box 207,
Shelby, N. C. 28151-0207
[phone]
Applicable Permits:
Collection System
WQCS-00037
Expires
123106
Treatment Works
NCO024538
Expires
083103
Compost Facility
WQ0007780
Expires
022803
Lab Certification #
238
Expires
123102
Description of Collection System:
In 2001, the City added 8.25 miles of force main and 4.75 of gravity
line, the major addition to the sewer system was the Fallston Sewerline
extension, which included a gravity line and force lines. The City also
added 3 new sewer pump stations in 2001, they all service the Fallston
area.
The collection system serving the citizens of Shelby consists of 172 miles
of sanitary sewer lines. Of these lines approximately 10% are force
mains with the remaining 90% being gravity mains. The force mains
consist of pipe ranging in size from 4" to 10"; the gravity mains consist
of pipe ranging in size from 4" to 36", with 8184 connections. System
wide there are a total of 14 lift stations, which are continuously

e %
monitored for a number of alarm conditions. If an alarm condition is
detected, an auto -dialer immediately notifies personnel.
II. Performance
Summary of System Performance for Calendar Year 2001
During the past twelve (12) months, we have cleaned 225,178 feet of sewer lines.
166,900 feet was cleaned by jetting and 58,278 by rodding. This equals 42.6 miles of
lines cleaned, which represents about 37.5 % of our system. Aerial and high priority
lines were inspected for the first time during April, May and June, then inspected again
in November and December (see attached sheet).
Notification of Wastewater Spill (s)
During the past twelve (12) months, the City of Shelby has had nineteen (19) spills that
were reportable to NCDENR. In each case, these were called into the Division of
Water Quality, Mooresville Regional Office.
It is the policy of the City of Shelby that the ORC or Back-up ORC visit the overflow
site during the spill if possible and never more than 24-hours after first notification, and
never more than 24-hours after first notification, and that samples are collected and
tested for any spill reaching surface waters of the state, upstream, downstream and at
point of entry.
Two spills were reported on January 3, 2001, one overflow of 8,000 gallons in front of
705 East Dixon Boulevard. A large root mass was pulled from the Sewerline. Since
the line that was blocked was less than two (2) years old, we believe the root mass was
broken loose from an upstream Sewerline, by the preventative maintenance crew the
month before. The affected area was raked and limed, no fish kills or environmental
impact was observed.
The second overflow of 1,000 gallons occurred at the Cul-de-Sac on East Warren
Street. It was caused by roots and grease. In both cases, untreated wastewater reached
the surface waters of the state through Hickory Creek. There was no environmental
impact to the surface waters and no fish were killed. Clean up of affected ground area
was accomplished by the use of a backhoe and rake to clean the area, lime was applied
to the affected area and solids were cleaned up and taken to the Wastewater Treatment
Plant for disposal. Affected surface water areas were raked, swept with brooms and
then flushed with the flush truck.
In February, we also had two reportable spills. 26,000 gallons were reported on
February 19, 2001 at 4351 East Dixon Boulevard (the Copeland Pump Station). An
electrical short in the pump station did not allow pumps to turn back on after a cycle,
thus not showing a high water alarm. The auto dialer did not call programmed

numbers. An estimated 16,000 gallons reached water of the state through an unnamed
tributary of Buffalo Creek. The second spill occurred on February 21, 2001 at the
intersection of Kings Road and McGowan Road, a spill of 480 gallons of which all
entered water of the state by way of an unnamed tributary of Hickory Creek. No
specific reason for the blockage was found, and there was not environmental impact to
the surface waters and no fish kills in either case.
Torrential rains on March 29, 2001 were responsible for a 200,000 spill between
Gidney and Graham Streets on the right-of-way allowing 150,000 gallons to enter the
waters of the state at Hickory Creek. Between 1.5 and 1.75 inches of rain fell within a
14 hour period. The area was raked and limed. There were no fish kills or
environment impact observed. Heavy rains on March 29, 2001 caused an infiltration of
rainwater. 1.5 to 1.75 inches of rain fell in a fourteen hour period causing a 200,000
gallon spill between Gidney and Graham streets on the right-of-way allowing 150,000
gallons to enter the waters of the state at Hickory Creek.
We had four reportable spills in April, 2001, one being a major spill. 3,015,500
estimated gallons with a total of 3,009,500 gallons reaching waters of the state. A
6,000 gallon spill was reported at 406 South Post Road occurred when a contractor cut
the force main letting 1,000 gallon reach the waters of the state in an unnamed tributary
of Hickory Creek. The second was on April 10, 2001, a 4,500-gallon spill at 299 Old
Boiling Springs Road at the Kemet pump station. A blown fuse in the electrical panel
caused the pump failure. The auto dialer also failed, and was replaced also, along with
the fuses. All of the 4,500 gallons entered waters of the state via an unnamed tributary
of the First Broad River. The third spill occurred on April 21, 2001 on the sewer
right-of-way off of Lackey Street Extension. Roots caused the 5,000-gallon spill in
which 4,000 gallons entered an unnamed tributary of the First Broad River. The fourth
spill was at the river crossing on the right-of-way for the J & C pump station. The
problem was identified during a routine inspection of our high priority lines on April
25, 2001. The river current undermined the pier crossing for the force main from the J
& C pump station. The pier crossing fell, breaking the force main. The break was
estimated to be two months old, with a flow of 1.5 million gallons per month. The
spill dumped an estimated 3, 000,000 gallons into the First Broad River. Temporary
repairs were made to the line on the day that the spill was found, later a new for new
force main line was laid under the riverbed for a permanent repair. Samples of the
river were taken up -stream, down -stream and at the point of entry. No fish kills were
observed in any of the four spills.
Two spills were reported in May for a total of 25,500 gallons with 24,700 going into
water of the state with no fish kill observed. The first was on May 2, 2001 on the
sewer right-of-way parallel to Sherrill Place, a collapsed line spill amounted to 1,500
gallons with 700 gallons entering the waters of the state through an unnamed tributary
of the First Broad River. The second of the month occurred on May 18 at the
Hendrick Street Pump Station. A broken force main allowed the entire 24,000-gallon

spill to enter the waster of the state through an unnamed tributary of the First Broad
River.
Three spills were reported in July with a total of 52,760 gallons with 40,581 gallons
going to waters of the state and no fish kills were observed in any of these three spills.
The first, a 9,000-gallon spill on the right-of-way behind 808 East Main Street was
caused by roots and allowed 7,000 gallons to enter an unnamed tributary of Hickory
Creek. Sewer lines were rodded then jetted in four sections above the spill and six
sections below the spill to make sure no more problems would come up later. The
second spill occurred on July 16, 2001. A 40,000-gallon spill occurred on the right-of-
way behind 817 East Main Street, allowing 36,000 gallons to enter an unnamed
tributary of Hickory Creek. Roots and some cloth material blocked the line, causing
the overflow both upstream and down stream were clean to prevent a blockage from
happening again. The third overflow, a 3,760-gallon spill on July 24, 2001, allowed
1,241 gallons to enter an unnamed tributary of Hickory Creek that runs between North
Washington Street and Wilson Street. Large pieces of gravel were found in the line.
Lines were cleaned both up and down stream from the spill, and smoke testing showed
no signs of broken pipe in the area.
One spill was reported in September at the intersection of Cline Street and Suttle Street
on September 4, 2001, grease and debris allowed al of the 3,340 gallons to spill into
waters of the state through an unnamed tributary of Hickory Creek. Both upstream and
down stream lines were cleaned. No fish kills or environmental impact were observed.
Two spills were reported in November totaling 112,950 gallons spilled with 85,950
gallons reaching water of the state, both through an unnamed tributary of Hickory
Creek. The first was on November 21, 2001 on the right-of-way that runs parallel to
Cline Street. The 108,000-gallon spill was caused by debris in the line spilling 81,000
gallons to waters of the state. Lines were cleaned both up and down stream of the
blockage. The second occurred on November 29, 2001 at 1121 South Morgan Street,
the City crew broke an 8" sewer main while doing preventative maintenance on the
line. All of the 4,950 gallons spilled entered the waters of the state. The line was then
dug up and repaired. The creek was brushed, then flushed. There were not fish kills
or environmental impact observed.
In December there were also two reported spills totaling 12,160 gallons, which allowed
952 gallons to enter waters of the state. The first spilled occurred on December 26,
2002 on the sewer right-of-way off Marion Street just below Cline Street. Large
amounts of rags caused the 3,810-gallon spill causing 952 gallons to reach waters of the
state through an unnamed tributary of Hickory Creek. No fish were killed or
environmental impact was observed. Rodding and jetting were done both up and down
stream of overflow. The second spill occurred on December 31, 2001 on the right-of-
way behind College Road Apartments and runs parallel to Highway 150. Vandals
threw rocks into a manhole causing the 8,350-gallon spill. Lines were cleaned both up
and down stream of spill. None of the spill reached waters of the state. The contour of

the land contained the spill. All debris was loaded into dump truck and disposed of at
the landfill.
In the past twelve months we have had 25 spills and overflows that were less than
1,000 gallons and did not reach the waters of the state.
January 31, 2001
Grover Street at Morgan
90 gallons
February 5, 2001
1522 Rhyne Street
500 gallons
February 10, 2001
East Warren Street
150 gallons
February 14, 2001
East Warren Street
275 gallons
February 20, 2001
201 Deerbrook
40 gallons
February 26, 2001
1332 Frederick Street
200 gallons
March 7, 2001
2034 Green Oak Drive
150 gallons
March 19, 2001
Piedmont at Frederick
200 gallons
April 21, 2001
Grover Street at First
200 gallons
May 9, 2001
441 West Grover
150 gallons
June 21, 2001
4351 East Dixon Boulevard
100 gallons
June 22, 2001
4351 East Dixon Boulevard
700 gallons
June 28, 2001
4351 East Dixon Boulevard
30 gallons
July 2, 2001
4351 East Dixon Boulevard
75 gallons
July 3, 2001
4351 East Dixon Boulevard
220 gallons
July 12, 2001
Churchill Drive
200 gallons
July 13, 2001
Deerbrook
50 gallons
July 24, 2001
Thompson Place
500 gallons
August 17, 2001 -
913 Lake Drive
150 gallons
November 6, 2001
201 Deerbrook
150 gallons
November 7, 2001
201 Deerbrook
50 gallons
November 30, 2001
3025 Downing Street
150 gallons
December 10, 2001
1104 Wilmouth Street
200 gallons
December 25, 2001
401 South Morgan
450 gallons
December 30, 2001
714 Ridgeview
100 gallons
Total for 2001:
5,080 gallons

REPORTED AND UI PORTED SPILLS FOR 2001
DATEET MJMBER OF GALLnN.9 AnnuFec n1W enrr r
January 3, 2001
8,000 gallons
v 705 East Dixon Boulevard
January 3, 2001
1,000 gallons
Cul-De-Sac East Warren Street
January 31, 2001
90 gallons
Grover Street at Marion Street
February 5, 2001
500 gallons
1522 Rhyne Street
February 10, 2001
150 gallons
East Warren Street
February 14, 2001
275 gallons
East Warren Street
February 19, 2001
26,000 gallons
4351 East Dixon Boulevard
February 20, 2001
40 gallons
201 Deerbrook
Februay 21, 2001
480 gallons
Kings Road at McGowan Road
Februayr 26, 2001
200 gallons
1332 Frederick Street
March 7, 2001
150 gallons
2034 Green Oak Drive
March 19, 2001
200 gallons
Piedmont Street at Frederick Street
March 29, 2001
200,000 gallons
Gidney Street at Graham Street
April 6, 2001
6,000 gallons
406 South Post Road
April 10, 2001
4,500 gallons
229 Old Boiling Springs Road
April 21, 2001
5,000 gallons
Lackey Street Extension
April 21, 2001
200 gallons
Grover Street at First Street
April 25, 2001
3,000,000 gallons
Right of Way at J & C Dyeing
May 2, 2001
1,500 gallons
Sherrill Place
May 9, 2001
150 gallons
441 West Grover Street
May 18, 2001
24,000 gallons
Hendrick Street Pump Station
June 21, 2001
100 gallons
4351 East Dixon Boulevard
June 22, 2001
700 gallons
4351 East Dixon Boulevard
June 28, 2001
30 gallons
4351 East Dixon Boulevard
July 2, 2001
75 gallons
4351 East Dixon Boulevard
July 3, 2001
220 gallons
4351 East Dixon Boulevard
July 5, 2001
9,000 gallons
Right of Way Behind 808 East Main Street
July 12, 2001
200 gallons
Churchill Drive
July 13, 2001
50 gallons
Deerbrook
July 16, 2001
40,000 gallons
817 East Main Street
July 24, 2001
500 gallons
Thompson Place
July 24, 2001
3,760 gallons
North Washing Street at Wilson Street
August 17, 2001
150 gallons
913 Lake Drive
September 24, 2001
3,340 gallons
Cline Street at Suttle Street
November 6, 2001
150 gallons
201 Deerbrook
November 7, 2001
50 gallons
201 Deerbrook
November 21, 2001
108,000 gallons
Cline Street at Suttle Street
November 29, 2001
4,950 gallons
1121 South Morgan Street
November 30, 2001
150 gallons
3025 Downing Street
December 10, 2001
200 gallons
1104 Wilmouth Street
December 25, 2001
450 gallons
401 South Morgan Street
December 26, 2002
3,810 gallons
Marion Street Below Cline Street
December 30, 2001
100 gallons
714 Ridgeview Street
December 31, 2001
8,350 gallons
Right of Way behind College Road Apartments

§ 44-121 SHELBY CODE
ARTICLE IV. SEWER SERVICE* Control authority means the approval author-
ity or the director of public utilities.
DIVISION 1. GENERALLY Cooling water means the water discharged
from any use such as air conditioning, cooling or
Sec. 44-121. Definitions. refrigeration or to which the only pollutant added
is heat.
The following words, terms and phrases, when
used in this article, shall have the meanings
ascribed to them in this section, except where the
context clearly indicates a different meaning:
Act or the act means the Federal Water Pollu-
tion Control Act, also known as the Clean Water
Act, as amended, 33 USC 1251 et seq.
Approval authority means the director of the
approved state pretreatment program.
Authorized representative of industrial user
means a:
(1) Principal executive officer of at least the
level of vice-president, if the industrial
user is a corporation;
(2) General partner or proprietor, if the in-
dustrial user is a partnership or propri-
etorship, respectively; or
(3) Duly authorized representative of the in-
dividual designated above, if such repre-
sentative is responsible for the overall
operation of the facilities from which the
indirect discharge originates.
Biochemical oxygen demand (BOD) means the
quantity of oxygen utilized in the biochemical
oxidation of organic matter under standard labo-
ratory procedure, five days at 20 degrees Celsius
expressed in terms of weight and concentration
(milligrams per liter (mg/1)).
Building sewer means a sewer conveying waste-
water from the premises of a user to the POTW.
Categorical standards means National Categor-
ical Pretreatment Standards or pretreatment stan-
dard.
*Charter references —Sewerage system, § 30; power to
construct, regulate sewer system, § 52 et seq.
State law references —Emission of pollutants or contam-
inants, G.S. 160A-185; public enterprises, G.S. 160A-311 et
seq.
Direct discharge means the discharge of treated
or untreated wastewater directly to the waters of
the state.
Director of public utilities means the director of
environmental services or the person designated .
by the city to supervise the operation of the
publicly owned treatment works and the collector/
transport system, and who is charged with cer-
tain duties and responsibilities by this article, or
his duly authorized representative.
Environmental Protection Agency or EPA means
the United States Environmental Protection
Agency, or where appropriate, the term may also
be used as a. designation for the administrator or
other duly authorized official of such agency.
Grab sample means a sample which is taken
from a waste stream on a one-time basis with no
regard to the flow in the waste stream and with-
out consideration of time.
Holding tank waste means any waste from
holding tanks such as vessels, chemical toilets,
campers, trailers, septic tanks, vacuum -pump tank
trucks and service station used -oil sump tanks.
Indirect discharge means the discharge or the
introduction of nondomestic pollutants from any
source regulated under section 307(b) or (c) of the
act (33 USC 1317) into the POTW (including
holding tank waste discharged into the system).
Industrial user means a source of indirect
discharge which does not constitute a discharge of
pollutants under regulations issued pursuant to
section 402 of the act (33 USC 1342).
Interference means the inhibition or disruption
of the POTW treatment processes or operations
which contributes to a violation of any require-
ment of the city's NPDES permit. The term in-
cludes prevention of sewage sludge use or dis-
posal by the POTW in accordance with section
405 of the act (33 USC 1345), or any criteria,
CD44:8

UTILITIES
tion for water shall be granted until the applicant
has made the deposit authorized by section 44-3.
(Code 1985, § 23-50)
Sec. 44-82. Water meters.
(a) Prerequisite for installation. No person may
obtain a water meter installation from the utility
department of the city without first naming and
identifying the licensed plumbing contractor who
shall be responsible for the plumbing in the
structure or building that the meter will serve.
(b) Tampering. It shall be unlawful for any
person to purposely damage any water meter or
meter box, or interfere with any such meter or
meter box belonging to the city.
(Code 1985, §§ 23-51, 23-52)
Sec. 44-83. Powers of authorized employees
of city.
Inspectors, meter readers or other authorized
employees of the city whose duty it may be to
enter upon private premises to examine meters,
pipes or other fixtures used in connection with the
city's water service shall be provided with a
suitable badge, which they shall wear while on
duty, and when wearing such badges shall have
free access at all reasonable hours to all parts of
such premises for the purpose of inspection, read-
ing meters, examining fixtures and observing the
manner in which the water is used. If any inspec-
tor, meter reader or other authorized employee of
the city, while displaying his badge, is refused
admittance to any premises for any such purpose
or is hindered or prevented from making such
examination, the water shall be turned off and
shall not be turned on again until free access is
given.
(Code 1985, § 23-53)
Sec. 44-84. Unauthorized use of water gen-
erally.
It shall be unlawful for any person to take
water from any pipeline belonging to the city or
connected to the city water system at any other
place, except at the city garage, without special
permission from the city manager to do so.
(Code 1985, § 23-54)
§ 44-120
Sec. 44-85. Unauthorized use of hydrants.
(a) No person, except the city manager, utility
director, chief of the fire department, city engi-
neer or other authorized person, shall take or use
water from any public fire hydrant unless such
person shall first receive a permit from the city
manager or utility director.
(b) No wrench, tool or other appliance, except
a regular hydrant wrench, shall be used on any
public fire hydrant in removing or loosening the
plug or cap from the hydrant.
(Code 1985, § 23-55)
Sec. 44-86. Automatic sprinkler systems.
Water will be furnished for automatic sprinkler
systems free; provided that in any case where
there is a diversion of water furnished free for any
such system, such free service shall be immedi-
ately discontinued and thereafter water shall be
supplied for such systems only through a meter.
Application for any such water supply shall be
made in writing, in which application shall be set
out all such information as may be necessary for
the purpose of determining the location, size and
character of the sprinkler system.
(Code 1985, § 23-56)
Sec. 44-87. Unauthorized resumption.
The fact that water is cut on to any premises
after water service has been discontinued for
nonpayment of a bill by any tenant without the
prior knowledge or authorization of either the city
or the owner shall not have the effect of relieving
such premises of liability for payment for such
unauthorized use of water.
(Code 1985, § 23-57)
State law reference —Discontinuing water service when
account is delinquent, G.S. 160A-314.
Sec. 44-88. Climbing standpipe, tanks.
It shall be unlawful for any person, other than
a bona fide employee of the city, to climb or
attempt to climb up the city standpipe or water
tank.
(Code 1985, § 23-59)
Secs. 44-89-44-120. Reserved.
CD44:7

UTILITIES
guidelines or regulations developed pursuant to
the Solid Waste Disposal Act (SWDA), the Clean
Air Act, the Toxic Substances Control Act or more
stringent state criteria (including those contained
in any state sludge management plan prepared
pursuant to title IV of the SWDA) applicable to
the method of disposal or use employed by the
POTW.
National Categorical Pretreatment Standard
or , pretreatment standard means any regulation
containing pollutant discharge limits promul-
gated by the EPA in accordance with section
307(b) and (c) of the act (33 USC 1347) which
applies to a specific category of industrial users.
National Pollution Discharge Elimination Sys-
tem or NPDES permit means a permit issued
pursuant to section 402 of the act (33 USC 1342).
National Prohibitive Discharge Standard or
prohibitive discharge standard means any regu-
lation developed under the authority of section
307(b) of the act and 50 CFR 403.5.
New source means any source the construction
of which is commenced after the publication of
proposed regulations prescribing a section 307(c)
(33 USC 1317) categorical pretreatment standard
which will be applicable to such source if such
standard is thereafter promulgated within 120
days of proposal in the Federal Register. Where
the standard is promulgated later than 120 days
after proposal, a new source means any source the
construction of which is commenced after the date
of promulgation of the standard.
pH means the logarithm (base 10) of the recip-
rocal of the concentration of hydrogen ions ex-
pressed in grams per liter of solution.
Pollutant means any dredged spoil, solid waste,
incinerator residue, sewage, garbage, sewage
sludge, munitions, chemical wastes, biological ma-
terials, radioactive materials, heat, wrecked or
discarded equipment, rock, sand, cellar dirt and
industrial, municipal and agricultural waste dis-
charged into water.
Pollution means the man-made or man -in-
duced alteration of the chemical, physical, biolog-
ical and radiological integrity of water.
§ 44-121
Pretreatment or treatment means the reduction
of the amount of pollutants, the elimination of
pollutants or the alteration of the nature of pol-
lutant properties in wastewater to a less harmful
state prior to or in lieu of discharging or otherwise
introducing such pollutants into a POTW. The
reduction or alteration can be obtained by physi-
cal, chemical or biological processes, or process
changes or other means, except as prohibited by
40 CFR 403.6(d).
Pretreatment requirements means any substan-
tive or procedural requirement related to pretreat-
ment, other than a national pretreatment stan-
dard imposed on an industrial user.
Publicly owned treatment works (POTW) means
treatment works as defined by section 212 of the
act (33 USC 1292) which is owned in this instance
by the city. This definition includes any sewers
that convey wastewater to the POTW treatment
plant, but does not include pipes, sewers or other
conveyances not connected to a facility providing
treatment. For the purposes of this article, POTW
shall also include any sewers that convey waste-
waters to the POTW from persons outside the city
who are, by contract or agreement with the city,
users of the city's POTW.
POTW treatment plant shall mean that portion
of the POTW designed to provide treatment to
wastewater.
Significant industrial user shall mean any in-
dustrial user of the city's wastewater disposal
system who:
(1) Has a discharge flow of 25,000 gallons or
more per average workday;
(2) Has a flow greater than five percent of the
flow in the city's wastewater treatment
system;
(3) Has in its wastes toxic pollutants as de-
fined pursuant to section 307 of the act, or
statutes and rules; or
CD44:9
(4) Is found by the city, state division of
environmental management (DEM) or the
United States Environmental Protection
Agency (EPA) to have significant impact,
either singly or in combination with other
contributing industries, on the wastewa-

§ 44-121
SHELBY CODE
ter treatment system, the quality of sludge,
the system's effluent quality or air emis-
sions generated by the system.
Standard Industrial Classification (SIC) means
a classification pursuant to the Standard Indus-
trial Classification Manual issued by the Execu-
tive Office of the President, Office of Management
and Budget, 1972.
Stormwater means any flow occurring during
or following any form of natural precipitation and
resulting from such precipitation.
Suspended solids means the total suspended
matter that floats on the surface of or is sus-
pended in water, wastewater or other liquids and
which is removable by laboratory filtering.
Toxic pollutant means any pollutant or combi-
nation of pollutants listed as toxic in regulations
promulgated by the administrator of the EPA
under the provision of CWA 307(a) or other acts.
User means any person who contributes, causes
or permits the contribution of wastewater into the
city's POTW.
Wastewater means the liquid and water -carried
industrial or domestic wastes from dwellings,
commercial buildings, industrial facilities and
institutions, together with any groundwater, sur-
face water and Stormwater which may be present,
whether treated or untreated, and which is con-
tributed into or permitted to enter the POTW.
Wastewater contribution permit means a per-
mit as set forth in section 44-192.
Waters of the state means all streams, lakes,
ponds, marshes, watercourses, waterways, wells,
springs, reservoirs, aquifers, irrigation systems,
drainage systems and all other bodies or accumu-
lations of water, surface or underground, natural
or artificial, public or private, which are con-
tained within, flow through or border upon the
state or any portion of the state.
(Code 1985, § 23-91)
Cross reference —Definitions generally, § 1-2.
Sec. 44-122. Abbreviations.
The following abbreviations shall have the des-
ignated meanings:
BOD
— Biochemical oxygen demand
CFR
— Code of Federal Regulations
COD
— Chemical oxygen demand
EPA
— Environmental Protection
Agency
1
— Liter
mg
— Milligrams
mg/1
— Milligrams per liter
NPDES
— National Pollutant Discharge
Elimination System
POTW
— Publicly owned treatment works
SIC
— Standard Industrial Classifica-
tion
SWDA
— Solid Waste Disposal Act, 42
USC 6901 et seq.
TSS
— Total suspended solids
USC
— United States Code
(Code 1985, §•23-92)
Sec. 44-123. User liable for all water enter-
ing sewer system.
(a) A user of the city's sewer system who uses
water, all or a part of which is from a source or
sources other than the city's water supply system
and is discharged into the city's sewer system,
shall install without cost to the city a meter or
meters to measure the quantity of water received
from other than the city's water supply and dis-
charged into the city's sewer; and the user shall
pay for such water so discharged into the city's
sewer system an amount as though all such water
came from the city's water supply system.
(b) Any commercial or residential user of city
water who returns only a part of the water used to
the sanitary sewer system may obtain a separate
meter for water which will not be returned to the
sanitary sewer and will not be charged a sewer fee
for usage through such separate meter.
(c) If a person discharging industrial waste
into the city sanitary sewer system installs me-
tering devices satisfactory to the city manager,
monthly sewer fees to such person shall be com-
puted at existing rates on the basis of sewer use
measured by such devices.
(Code 1985, § 23-76)
Sec. 44-124. Discharge of wastes subject to
restriction.
The city reserves the right to prohibit the
discharge of wastes by the user of the city's sewer
CD44:10

UTILITIES
system of such volume, strength, quality and
character that proves to be harmful to the proper
operation and function of the sewer system or any
component parts of the sewer system.
(Code 1985, § 23-77)
Sec. 44-125. Septic tanks.
It shall be unlawful for any person to own,
maintain or construct a septic tank in the city
unless the county health department shall have
first approved the design and construction of such
tank.
(Code 1985, § 23-78)
Sec. 44-126. Cesspools.
It shall be unlawful for any person to own,
maintain or construct a cesspool in the city.
(Code 1985, § 23-79)
Secs. 44-127-44-150. Reserved.
DIVISION 2. FEES*
Sec. 44-151. Purpose.
It is the purpose of this division to provide for
the recovery of costs from the users of the city's
wastewater disposal system for the implementa-
tion of the program established in this division.
The applicable charges or fees shall be as set forth
in the city's schedule of charges and fees.
(Code 1985, § 23-97)
Sec. 44-152. Classes.
The city may adopt charges and fees which
may include:
(1) Fees for reimbursement of costs of setting
up and operating the city's pretreatment
program.
(2) Fees for monitoring, inspections and sur-
veillance procedures.
(3) Fees for reviewing accidental discharge
procedures and construction.
(4) Fees for permit applications.
*State law reference —Authority to fix and enforce sewer
rates, G.S. 160A-314.
§ 44-157
(5) Fees for filing appeals.
(6) Fees for consistent removal by the city of
pollutants otherwise subject to federal
pretreatment standards.
(7) Other fees as the city may deem neces-
sary to carry out the requirements con-
tained in this division.
These fees relate solely to the matters covered by
this division and are separate from all other fees
chargeable by the city.
(Code 1985, § 23-98)
Sec. 44-153. Cost of operation and mainte-
nance.
It shall be established that all sewer users will
share the cost of operation and maintenance for
extraneous flows (i.e. infiltration and inflow).
(Ord. of 12-5-1994, § 1)
Sec. 44-154. Rate notification.
Each sewer user shall be notified, at least
annually in conjunction with their regular billing,
of the rate for the sewer user charge which is
attributable to wastewater treatment services.
(Ord. of 12-5-1994, § 2)
Sec. 44-155. Precedence of user charge sys-
tem.
The sewer user charge system shall take pre-
cedence over any terms or conditions of agree-
ments, or contracts which are inconsistent with
the requirements of section 204(b)(1)(A), of the
Clean Water Act.
(Ord. of 12-5-1994, § 3)
Sec. 44-156. Review.
The city will review at least every two years the
wastewater contribution of sewer users.
(Ord. of 12-5-1994, § 4)
Sec. 44-157. Surcharge for treatment of cer-
tain wastes.
(a) Established. All persons discharging indus-
trial wastes into the city sanitary sewer system
shall be rendered a monthly bill as a surcharge
covering the entire costs to the city incurred by
CD44:11

§ 44-157
SHELBY CODE
treating all wastes having a BOD and TSS in
excess of 250 mg/1 each by weight. Such surcharge
shall be invoked as provided in this section in
addition to any existing sewer service charge. The
surcharge shall include:
(1) All fixed charges and amortization costs
of additional plant capacity required for
treating such industrial wastes. These
costs will be as determined by the city's
consulting engineers from data obtained
by them on capital and financing costs
and certified to the city.
(2) A charge covering the costs incurred by
the city in treating such wastes in the city
sewage treatment plant.
(b) Determination.
(1) A surcharge, as established by subsection
(a) of this section, shall be made to cover
the fixed charges and amortization cost of
additional plant capacity based on each
1,000 pounds of BOD.
(2) A surcharge, as established by this sub-
section covering the cost of treatment of
industrial wastes shall be fixed by the city
council as follows: During the fiscal year
or part of the fiscal year following the
start of operation of the treatment plant,
the charge will be determined from data
furnished by the city's consulting engi-
neers. During the next fiscal year at the
beginning of such fiscal year, and for each
fiscal year thereafter, the weight of BOD
in excess of 250 mg/l and the weight of
TSS in excess of 250 mg/l which is dis-
charged into the city sanitary sewers shall
be charged at the rate determined by the
city council. This rate shall be computed
from the actual costs per 1,000 pounds of
BOD and of TSS removed from the com-
bined sewage and industrial wastes as
experienced at the city treatment plants
during the preceding fiscal year.
(c) Payment.
(1) The combined surcharge, established by
subsections (a) and (b) shall be billed and
payable monthly on a separate bill ren-
dered to the proper persons by the city
utilities department.
(2) Such bills will be sent through the United
States mail notifying all persons of the
amount and the date due. Failure to re-
ceive notice is not an excuse for nonpay-
ment of bills.
(3) Persons not paying their bills within ten
days of the date of billing will be delin-
quent. Notice shall be sent them through
the United States mail; and if after five
days' notice, the bills remain unpaid, such
delinquency shall constitute grounds for
suspension of the user's wastewater con-
tribution permit, pursuant to the provi-
sions of section 44-198.
(Code 1985, §§ 23-94-23-96)
Secs. 44-158-44-180. Reserved.
DIVISION 3. PRETREATMENT AND
DISCHARGE
Sec. 44-181. Purpose and policy.
(a) This division sets forth uniform require-
ments for direct and indirect contributors into the
wastewater collection and treatment system for
the city and enables the city to comply with all
applicable state and federal laws.
(b) The objectives of this division are to:
(1) Prevent the introduction of pollutants into
the city wastewater system which will
interfere with the operation of the system
or contaminate the resulting sludge;
(2) Prevent the introduction of pollutants into
the city wastewater system which will
pass through the system, inadequately
treated, into receiving waters or the atmo-
sphere or otherwise be incompatible with
the system;
(3) Improve the opportunity to recycle and
reclaim wastewaters and sludges from
the system; and
(4) Provide for equitable distribution of the
cost of the city wastewater system.
CD44:12

UTILITIES
(c) This division provides for the regulation of
direct and indirect contributors to the city waste-
water system through the issuance of permits to
certain nondomestic users and through enforce-
ment of general requirements for the other users,
authorizes monitoring and enforcement activi-
ties, requires user reporting, assumes that an
existing customer's capacity will not be pre-
empted, and provides for the setting of fees for the
equitable distribution of costs resulting from the
program established in this division.
(d) This division shall apply to the city and to
persons outside the city who are, by contract or
agreement with the city, users of the city POTW.
Except as otherwise provided in this division, the
director of public utilities of the city shall admin-
ister, implement and enforce the provisions of this
division.
(Code 1985, § 23-93)
Sec. 44-182. Adoption of Federal Categori-
cal Pretreatment Standards.
Upon the promulgation of the Federal Categor-
ical Pretreatment Standards for a particular in-
dustrial subcategory, the federal standard, if more
stringent than limitations imposed under this
division for sources in that subcategory, shall be
incorporated into the provisions of this division by
amendment, adopted promptly following notifica-
tion to the city by the state department of natural
resources and community development, division
of environmental management, of the promulga-
tion of such federal standards. Each new issuance
or promulgation of such federal standards shall
be adopted and incorporated in this division by
separate and specific amendment to this division.
(Code 1985, § 23-99)
Sec. 44-183. Modification of Federal Cate-
gorical Pretreatment Standards.
Where the city's wastewater treatment system
achieves consistent removal of pollutants limited
by federal pretreatment standards, the city may
apply to the approval authority for modification of
specific limits in the federal pretreatment stan-
dards. Consistent removal shall mean reduction
in the amount of a pollutant or alteration of the
nature of -the pollutant by the wastewater treat-
§ 44-187
ment system to a less toxic or harmless state in
the effluent which is achieved by the system in 95
percent of the samples taken, when measured
according to the procedures set forth in section
403.7(c)(2) of title 40 of the Code of Federal
Regulations, part 403, "General Pretreatment Reg-
ulations for Existing and New Sources of Pollu-
tion," promulgated pursuant to the act. The city
may then modify pollutant discharge limits in the
federal pretreatment standards if the require-
ments contained in 40 CFR, 403.7 are fulfilled
and prior approval from the approval authority is
obtained.
(Code 1985, § 23-100)
Sec. 44-184. State requirements.
State requirements and limitations on dis-
charges shall apply in any case where they are
more stringent than federal requirements and
limitations or those in this division.
(Code 1985, § 23-101)
Sec. 44-185. City's right of revision.
The city reserves the right to establish by
ordinance more stringent limitations or require-
ments on discharges to the wastewater disposal
system if deemed necessary to comply with the
objectives presented in section 44-188.
(Code 1985, § 23-102)
Sec. 44-186. Excessive discharge.
No user shall ever increase the use of process
water or, in anyway, attempt to dilute a discharge
as a partial or complete substitute for adequate
treatment to achieve compliance with the limita-
tions contained in the Federal Categorical Pretreat-
ment Standards, or in any other pollutant -specific
limitation developed by the city or the state.
(Code 1985, § 23-103)
Sec. 44-187. Accidental discharges by signif-
icant industrial users.
(a) Prevention and protection. Each significant
industrial user shall provide protection from ac-
cidental discharge of prohibited materials or other
substances regulated by this division. Facilities to
prevent accidental discharge of prohibited mate-
rials shall be provided and maintained at the
CD44:13

§ 44-187
SHELBY CODE
owner's or user's cost and expense. Detailed plans
showing facilities and operating procedures to
provide this protection shall be submitted to the
city for review and shall be approved by the city
before construction of the facility. Existing users
shall complete such a plan within six months of
the effective date of the ordinance from which this
ordinance derives. No user who commences con-
tribution to the POTW after the effective date of
the ordinance from which this division derives
shall be permitted to introduce pollutants into the
system until accidental discharge procedures have
been approved by the city. Review and approval of
such plans and operating procedures shall not
relieve the industrial user from the responsibility
to modify the user's facility as necessary to meet
the requirements of this division. In the case of an
accidental discharge, it is the responsibility of the
user to immediately telephone and notify the
POTW of the incident. The notification shall in-
clude location of discharge, type of waste, concen-
tration and volume, and corrective actions.
(b) Written notice. Within five days following
an accidental discharge, the user shall submit to
the director of public utilities a detailed written
report describing the cause of the discharge and
the measures to be taken by the user to prevent
similar future occurrences. Such notification shall
not relieve the user of any expense, loss, damage
or other liability which may be incurred as a
result of damage to the POTW, fish kills or any
other damage to person or property; nor shall
such notification relieve the user of any fines, civil
penalties or other liability which may be imposed
by this article or other applicable law.
(c) Notice to employees. A notice shall be per-
manently posted on the user's bulletin board or
other prominent place advising employees whom
to call if a dangerous discharge occurs. Employers
shall ensure that all employees who may cause or
suffer such a dangerous discharge to occur are
advised of the emergency notification procedure.
(Code 1985, § 23-104)
Sec. 44-188. General discharge prohibitions.
(a) No user shall contribute or cause to be
contributed, directly or indirectly, any pollutant
or wastewater which will interfere with the oper-
ation or performance of the POTW. These general
prohibitions apply to all such users of a POTW
whether or not the user is subject to National
Categorical Pretreatment Standards or any other
national, state or local pretreatment standards or
requirements. A user shall not contribute the
following substances to any POTW:
CD44:14
(1) Any liquids, solids or gases which by
reason of their nature or quantity are or
may be sufficient either alone or by inter-
action with other substances to cause fire
or explosion or be injurious in any other
way to the POTW or to the operation of
the POTW. At no time shall two succes-
sive readings on an explosion hazard meter,
at the point of discharge into the system
(or at any point in the system) be more
than five percent nor any single reading
over ten percent of the lower explosive
limit (LEL) of the meter. Prohibited ma-
terials include but are not limited to gas-
oline, kerosene, naphtha, benzene, tolu-
ene, xylene, ethers, alcohols, ketones,
aldehydes, peroxides, chlorates, perchlor-
ates, bromates, carbides, hydrides and
sulfides, and any other substances which
the city, the state or the EPA has notified
the user is a fire hazard or a hazard to the
system.
(2) Solid or viscous substances which may
cause obstruction to the flow in a sewer or
other interference with the operation of
the wastewater treatment facilities such
as but not limited to grease, garbage with
particles greater than one-half inch in
any dimension, animal guts or tissues,
paunch manure, bones, hair, hides or flesh-
ings, entrails, whole blood, feathers, ashes,
cinders, sand, spent lime, stone or marble
dust, metal, glass, straw, shavings, grass
clippings, rags, spent grains, spent hops,
wastepaper, wood, plastics, gas, tar, as-
phalt residues, residues from refining or
processing of fuel or lubricating oil, mud,
glass grinding or polishing wastes, or
septage.
(3) Any wastewater having a pH less than 6.0
or more than 11.0 or wastewater having
any other corrosive property capable of

UTILITIES
causing damage or hazard to structures,
equipment and/or personnel of the POTW.
(4) Any wastewater containing toxic pollut-
ants in sufficient quantity, either singly or
by interaction with other pollutants, to
injure or interfere with any wastewater
treatment process, constitute a hazard to
humans or animals, create a toxic effect in
the receiving waters of the POTW or to
exceed the limitation set forth in a cate-
gorical pretreatment standard. Atoxic pol-
lutant shall include but not be limited to
any pollutant identified pursuant to sec-
tion 307(a) of the act.
(5) Any noxious or malodorous liquids, gases
or solids which either singly or by inter-
action with other wastes are sufficient to
create a public nuisance or hazard to life
or are sufficient to prevent entry into the
sewers for maintenance and repair.
(6) Any substance which may cause the
POTW's effluent or any other product of
the POTW such as residues, sludges or
scums to be unsuitable for reclamation
and reuse or to interfere with the recla-
mation process. In no case shall a sub-
stance discharged to the POTW cause the
POTW to be in noncompliance with sludge
use or disposal criteria, guidelines or reg-
ulations developed under section 405 of
the act; any criteria, guidelines or regula-
tions affecting sludge use or disposal de-
veloped pursuant to the Solid Waste Dis-
posal Act, the Clean Air Act, the Toxic
Substances Control Act or state criteria
applicable to the sludge management
method being used.
(7) Any substance which will cause the POTW
to violate its NPDES and/or state disposal
system permit or the receiving water qual-
ity standards.
§ 44-189
POTW treatment plant resulting in inter-
ference; but in no case wastewater with a
temperature at the introduction into the
POTW which exceeds 40 degrees Celsius
(104 degrees Fahrenheit).
(10) Any pollutants, including oxygen -demand-
ing pollutants (BOD, etc.) released at a
flow rate and/or pollutant concentration
which a user knows or has reason to know
will cause interference to the POTW. In no
case shall a slug load have a flow rate or
contain concentration or qualities of pol-
lutants that exceed for any time period
longer than 15 minutes more than five
times the average 24-hour concentration,
qualities or flow during normal operation.
(11) Any wastewater containing any radioac-
tive wastes or isotopes of such half-life or
concentration as may exceed limits estab-
lished by the director of public utilities in
compliance with applicable state or fed-
eral regulations.
(12) Any wastewater that causes a hazard to
human life or creates a public nuisance.
(b) When the director of public utilities deter-
mines that a user is contributing to the POTW
any of the substances enumerated in this section
in such amounts as to interfere with the operation
of the POTW, the director of public utilities shall:
(1) Advise the user of the impact of the con-
tribution of the POTW; and
(2) Develop effluent limitations for such user
to correct the interference with the POTW.
(Code 1985, § 23-105)
Sec. 44-189. Specific pollutant limitations.
(a) No person shall discharge wastewater con-
taining in excess of:
(1) Conventional pollutants.
(8) Any wastewater with objectionable color 250 mg/l biochemical oxygen demand
not removed in the treatment process, 250 mg/l total suspended solids
such as but not limited to dye wastes and e r ,� g
vegetable tanning solutions.mg/�=fats ail o grease exclu ve of oap;��'
(9) Any wastewater having a temperature
4 mg/1 phenols
which will inhibit biological activity in the 2 mg/l sulphides
CD44:15

§ 44-189 SHELBY CODE
(2) Toxic pollutants.
or method of operation shall be reported to and be
0.15 mg/1 arsenic
acceptable to the city prior to the user's initiation
of the changes.
1.20 mg/1 cadmium
(b) The city shall annually publish in the local
4.50 mg/1 copper
newspaper a list of the users which were not in
compliance with any pretreatment requirements
0.10 mg/1 cyanide
or standards at least once during the 12 previous
0.60 mg/1 lead
months. The notification shall also summarize
any enforcement actions taken against the users
0.02 mg/1 mercury
during the same 12 months.
4.10 mg/1 nickel
(c) All records relating to compliance with
0.15 mg/1 silver
pretreatment standards shall be made available
to officials of the EPA or approval authority upon
7.00 mg/1 total chromium
request.
4.20 mg/1 zinc
(Code 1985, § 23-108)
(b) The acceptable range for pH is as follows:
Sec. 44-192. Permits.
Range for pH, 6 <_ pH _< 11
(Code 1985, § 23-106)
Sec. 44-190. Wastewater dischargers.
It shall be unlawful to discharge any wastewa-
ter into the city's POTW except as authorized by
the director of public utilities in accordance with
the provisions of this division.
(Code 1985, § 23-107)
Sec. 44-191. Pretreatment.
. (a) Users shall provide necessary wastewater
treatment as required to comply with this divi-
sion and shall achieve compliance with all Fed-
eral Categorical Pretreatment Standards within
the time limitations as specified by the federal
pretreatment regulations. Any facilities required
to pretreat wastewater to a level acceptable to the
city shall be provided, operated and maintained
at the user's expense. Detailed plans showing the
pretreatment facilities and operating procedures
shall be submitted to the city for review and shall
be acceptable to the city before construction of the
facility. The review of such plans and operating
procedures will in no way relieve the user from
the responsibility of modifying the facility as
necessary to produce an effluent acceptable to the
city under the provisions of this division. Any
subsequent changes in the pretreatment facilities
(a) Wastewater discharge permit, wastewater
contribution permit required. All significant in-
dustrial users proposing to connect to or to con-
tribute to the POTW shall obtain a wastewater
discharge permit before connecting to or contrib-
uting to the POTW. All existing significant indus-
trial users connected to or contributing to the
POTW shall obtain a wastewater contribution
permit within 180 days after the effective date of
the ordinance from which this division derives.
(b) Application for wastewater contribution per-
mit. Users required to obtain a wastewater con-
tribution permit shall complete and file with the
city an application in the form prescribed by the
city, and accompanied by a fee set from time to
time. A schedule of such fees is on file in the city
offices. Proposed new users shall apply at least 90
days prior to connecting to or contributing to the
POTW. In support of the application, the user
shall submit, in units and terms appropriate for
evaluation, the following information:
(1) Name, address and location (if different
from the user's address).
CD44:16
(2) SIC number according to the Standard
Industrial Classification Manual, Bureau
of the Budget, 1972, as amended.
(3) Wastewater constituents and characteris-
tics, including but not limited to those
mentioned in section 44-188 as deter-
mined by a reliable and certified analyti-

UTILITIES
cal laboratory. Sampling and analysis shall
be performed in accordance with proce-
dures established by the EPA pursuant to
section 304(g) of the act and contained in
40 CFR, 136, as amended.
(4) Time and duration of contribution.
(5) Average daily and 30-minute peak waste
water flow rates, including daily, monthly
and seasonal variations, if any.
(6) Site plans and floor plans; mechanical
and plumbing plans and details, if re-
quired, to show all sewers; sewer connec-
tions to the POTW; and appurtenances by
their size, location and elevation.
(7) Description of activities, facilities and plant
processes on the premises, including all
materials which are or could be dis-
charged.
(8) Where known, the nature and concentra-
tion of any pollutants in the discharge
which are limited by any city, state or
federal pretreatment standards, and a
statement regarding whether or not the
pretreatment standards are being met on
a consistent basis and if not, whether
additional operation and maintenance
(O&M) and/or additional pretreatment is
required for the user to meet applicable
pretreatment standards.
(9) If additional pretreatment and/or O&M
will be required to meet the pretreatment
standards, the shortest schedule by which
the user will provide such additional
pretreatment. The completion date in this
schedule shall not be later than the com-
pliance date established for the applicable
pretreatment standard. The following con-
ditions shall apply to this schedule:
a. The schedule shall contain incre-
ments of progress in the form of
dates for the commencement and
completion of major events leading
to the construction and operation of
additional pretreatment required for
the user to meet the applicable
pretreatment standards (e.g., hiring
an engineer, completing preliminary
§ 44-192
plans, completing final plans, execut-
ing contracts for major components,
commencing construction, complet-
ing construction, etc.).
b. No increment referred to in subsec-
tion (b)(9)a. of this section shall ex-
ceed nine months.
C. No later than 14 days following each
date in the schedule and the final
date for compliance, the user shall
submit a progress report to the di-
rector of public utilities, including as
a minimum whether or not it com-
plied with the increment of progress
to be met on such date and, if not,
the date on which it expects to com-
ply with this increment of progress,
the reason for delay and the steps
being taken by the user to return the
construction to the schedule estab-
lished. In no event shall more than
nine months elapse between such
progress reports to the director of
public utilities.
(10) Each product produced by type, amount,
processes and rate of production.
(11) Type and amount of raw materials pro-
cessed (average and maximum per day).
(12) Number and type of employees, and hours
of operation of plant -and proposed or
actual hours of operation of pretreatment
system.
(13) Any other information as may be deemed
by the city to be necessary to evaluate the
permit application.
The city will evaluate the data furnished by the
user and may require additional information.
After evaluation and acceptance of the data fur-
nished, the city may issue a wastewater contribu-
tion permit subject to terms and conditions pro-
vided in this section.
(c) Revision of wastewater contribution permit.
Within nine months of the promulgation of a
National Categorical Pretreatment Standard, the
wastewater contribution permit of users subject
to such standards shall be revised to require
compliance with such standard within the time
CD44:17

§ 44-192
SHELBY CODE
frame prescribed by such standard. Where a user,
subject to a National Categorical Pretreatment
Standard, has not previously submitted an appli-
cation for a wastewater contribution permit as
required.by subsection (b), the user shall apply for
a wastewater contribution permit within 180 days
after the promulgation of the applicable National
Categorical Pretreatment Standard. In addition,
the user with an existing wastewater contribution
permit shall submit to the director of public
utilities within 180 days after the promulgation of
an applicable Federal Categorical Pretreatment
Standard the information required by subsection
(b)(8) and (9).
(d) Wastewater discharge permit conditions.
Wastewater discharge permits shall be expressly
subject to all provisions of this division and all
other applicable regulations, user charges and
fees established by the city. Permits may contain
the following:
(1) The unit charge or schedule of user charges
and fees for the wastewater to be dis-
charged to a POTW sewer.
(2) Limits on the average and maximum
wastewater constituents and characteris-
tics.
(3) Limits on average and maximum rate and
time of discharge or requirements for flow
regulations and equalization.
(4) Requirements for installation and main-
tenance of inspection and sampling facil-
ities.
b. The frequency of the annual moni-
toring may be reduced by the direc-
tor of utilities for any industry which
can show from previous monitoring
results that it is consistently meet-
ing the limitations stipulated in sub-
section (d)(2) and (3), and that reduc-
tion in the monitoring frequency can
be justified without risking violation
of the city's NPDES permit. The re-
duction shall not be greater than
half the scheduled initial annual mon-
itoring. If the annual monitoring
shows inconsistent results, the direc-
tor may increase the frequency of
scheduled and/or unscheduled sam-
pling and analyses.
(6) Compliance schedules.
(7) Requirements for submission of technical
reports or discharge reports (see section
44-193 et seq.).
(8) Requirements for maintaining and retain-
ing plant records relating to wastewater
discharge as specified by the city, and
affording the city access to such records.
(9) Requirements for notification of the city
of any new introduction of wastewater
constituents or any substantial change in
the volume or character of the wastewater
constituents being introduced into the
wastewater treatment system.
(10) Requirements for notification of slug dis-
charges as per section 44-187.
(5) Specifications for monitoring programs, (11) An industry required to monitor its indus-
which may include sampling locations, trial wastewater discharges may do so
frequency of sampling, number, types and itself under the following conditions, which
standards for tests and reporting sched- must be included in its permit:
ule: a. The industry shall engage a labora-
a. The initial four months of monitor- tory certified by the state division of
ing shall consist of scheduled monthly environmental management to sam-
sampling and analyses, plus one un- ple and analyze its wastewater in
scheduled sampling and analyses. accordance with the program estab-
Thereafter, the scheduled monitor- lished by the director of utilities, and
ing shall consist of scheduled quar- pay all costs of the laboratory ser-
terly (annual) sampling and analy- vice.
ses, plus one unscheduled sampling b. The laboratory shall sample the
and analysis. wastewater discharges by obtaining
CD44:18

UTILITIES
equal volumes (grab samples) at
three-hour intervals during a typical
industry workday, including cleanup
and preparatory periods. These grab
samples shall then be composited
and reduced to twice the volume
required by the laboratory for test-
ing. Half of this composite sample
shall be retained for the use of the
city for a period of seven days after
the industry has notified the direc-
tor of utilities on the day of the
sampling.
C. An alternate method of sampling by
timed mechanical pumping of the
wastewater into a receptacle pro-
tected from the weather and unau-
thorized handling will be acceptable
upon approval of the director of util-
ities of the equipment to be used, the
timing program and methodology.
d. The methodology of handling and
testing shall be in accordance with
the Standard Methods for the Exam-
ination of Water and Wastewater, as
published by the American Public
Health Association.
e. The director of utilities shall review
and establish with the laboratory
personnel directly engaged in the
sampling procedures on the site the
method of obtaining the samples upon
the start of the program. The labo-
ratory shall continue such proce-
dures unless changed by the director
of utilities.
f. The laboratory shall furnish the di-
rector of utilities a report, on a form
satisfactory -to the director, of the
results of sampling and testing and
certify that the work has been done
in accordance with the conditions
enumerated in this subsection (d)(11).
g. The city reserves the right to have
another laboratory test its half of the
sample. Should there be any discrep-
ancy between the tests which the
§ 44-193
laboratories cannot resolve, the in-
dustry shall repeat the sampling and
testing.
h. The industry which does the sam-
pling and testing of its wastewater
under the conditions of this subsec-
tion will not be charged the cost of
sampling and testing under the
pretreatment program as stipulated
in this division; however, the indus-
try will be liable for its share of the
cost of the city administrative ser-
vice and the testing of the city's
wastewater treatment plant influ-
ent and effluent.
(12) Other conditions as deemed appropriate
by the city to ensure compliance with this
division.
(e) Wastewater discharge permit transfer. Waste-
water discharge permits are issued to a specific
user for a specific operation. A wastewater dis-
charge permit shall not be reassigned, trans-
ferred or sold to a new owner, new user, different
premises, or a new or changed operation without
the approval of the city. Any succeeding owner or
user shall also comply with the terms and condi-
tions of the existing permit.
(f) Duration. Permits shall be issued for a
specified time period, not to exceed five years. A
permit may be issued for a period less than a year
or may be stated to expire on a specific date. The
user shall apply for permit reissuance a minimum
of 180 days prior to the expiration of the user's
existing permit. The terms and conditions of the
permit may be subject to modification by the city
during the term of the permit as limitations or
requirements as identified in section 44-188 are
modified or other just cause exists. The user shall
be informed of any proposed changes in his permit
at least 30 days prior to the effective date of
change. Any changes or new conditions in the
permit shall include a reasonable time schedule
for compliance.
(Code 1985, § 23-109)
Sec. 44-193. Reporting requirements for per-
mittee.
(a) Compliance date report. Within 90 days
following the date for final compliance with appli-
cable pretreatment standards or, in the case of a
CD44:19

§ 44-193
SHELBY CODE
new source, following commencement of the intro-
duction of wastewater into the POTW, any user
subject to pretreatment standards and require-
ments shall submit to the director of public utili-
ties a report indicating the nature and concentra-
tion of all pollutants in the discharge from the
regulated process which are limited by pretreat-
ment standards and requirements and the aver-
age and maximum daily flow for these process
units in the user facility which are limited by such
pretreatment standards or requirements. The re-
port shall state whether the applicable pretreat-
ment standards or requirements are being met on
a consistent basis and, if not, what additional
operation and maintenance and/or pretreatment
is necessary to bring the user into compliance
with the applicable pretreatment standards or
requirements. This statement shall be signed by
an authorized representative of the industrial
user, and certified by a qualified professional.
(b) Periodic compliance reports.
(1) Any user subject to a pretreatment stan-
dard, after the compliance date of such
pretreatment standard, or, in the case of a
new source, after commencement of the
discharge into the POTW, shall submit to
the director of public utilities during the
months of June and December, unless
required more frequently in the pretreat-
ment standard or by the director of public
utilities, a report indicating the nature
and concentration of pollutants in the
effluent which are limited by such pretreat-
ment standards. In addition, this report
shall include a report of all daily flows
which during the reporting period ex-
ceeded the average daily flow reported in
subsection (a) of this section. At the dis-
cretion of the director of public utilities
and in consideration of such . factors as
local high or low flow rates, holidays,
budget cycles, etc., the director of public
utilities may agree to alter the months
during which these reports are to be sub-
mitted.
(2) The director of utilities may impose mass
limitations on users which are using dilu-
tion to meet applicable pretreatment stan-
dards or requirements, or in other cases
where the imposition of mass limitations
are appropriate. In such cases, the report
required by subsection (b)(1) shall indi-
cate the mass of pollutants regulated by
pretreatment standards in the effluent of
the user. These reports shall contain the
results of sampling and analysis of the
discharge, including the flow and the na-
ture and concentration, or production and
mass where requested by the director of
public utilities, of pollutants which are
limited by the applicable pretreatment
standards. The frequency of monitoring
shall be prescribed in the applicable
pretreatment standard. All analyses shall
be performed in accordance with proce-
dures established by the administrator
pursuant to section 304(g) of the act and
contained in 40 CFR 136 as amended or
with any other test procedures approved
by the administrator. Sampling shall be
performed in accordance with the tech-
niques approved by the administrator.
(Comment: Where 40 CFR 136 does not
include a sampling or analytical tech-
nique for the pollutant in question, sam-
pling and analysis shall be performed in
accordance with the procedures set forth
in the EPA publication, Sampling and
Analysis Procedures for Screening of In-
dustrial Effluents for Priority Pollutants,
April, 1977, as amended, or with any
other sampling and analytical procedures
approved by the administrator.)
(Code 1985, § 23-110)
Sec. 44-194. Monitoring facilities.
(a) The city shall require to be provided and
operated at the user's expense monitoring facili-
ties to allow inspection, sampling and flow mea-
surement of the building sewer and/or internal
drainage systems. The monitoring facility should
normally be situated on the user's premises; but
the city may, when such a location would be
impractical or cause undue hardship on the user,
allow the facility to be constructed in the public
street or sidewalk area and located so that it will
not be obstructed by landscaping or parked vehi-
cles.
CD44:20

UTILITIES
(b) There shall be ample room in or near such
sampling manhole or facility to allow accurate
sampling and preparation of samples for analysis.
The facility, sampling and measuring equipment
shall be maintained at all times in a safe and
proper operating condition at the expense of the
user.
(c) Whether constructed on public or private
property, the sampling and monitoring facilities
shall be provided in accordance with the city's
requirements and all applicable local construction
standards and specifications. Construction shall
be completed within 90 days following written
notification by the city.
(Code 1985, § 23-111)
Sec. 44-195. Inspection and sampling.
The city shall inspect the facilities of any user
to ascertain whether the purpose of this division
is being met and whether all requirements are
being complied with. Persons or occupants of
premises where wastewater is created or dis-
charged shall allow the city or other representa-
tive ready access at all reasonable times to all
parts of the premises for the purposes of inspec-
tion, sampling, records examination or in the
performance of any of their duties. The city, the
state approval authority and the EPA shall have
the right to set upon the user's property such
devices as are necessary to conduct sampling
inspection, compliance monitoring and/or meter-
ing operations. Where a user has security mea-
sures in force which would require proper identi-
fication and clearance before entry into their
premises, the user shall make necessary arrange-
ments with their security guards so that upon
presentation of suitable identification, personnel
from the city, approval authority and the EPA will
be permitted to enter, without delay, for the
purposes of performing their specific responsibil-
ities.
(Code 1985, § 23-112)
Sec. 44-196. Harmful contributions.
(a) The city may suspend the wastewater treat-
ment service and/or a wastewater contribution
permit when such suspension is necessary, in the
opinion of the city, in order to stop an actual or
§ 44-197
threatened discharge which presents or may
present an imminent or substantial endanger-
ment to the health or welfare of persons or to the
environment, causes interference to the POTW,
causes the city to violate any condition of its
NPDES permit, or pursuant to the orders or
authorizations of a court of competent jurisdic-
tion.
(b) Any person notified of a suspension of the
wastewater treatment service and/or the waste-
water contribution permit shall immediately stop
or eliminate the contribution. If a person fails to
comply voluntarily with the suspension order, the
city shall take such steps as are deemed neces-
sary, including immediate severance of the sewer
connection, to prevent or minimize damage to the
POTW system or endangerment to any individu-
als. The city shall reinstate the wastewater con-
tribution permit and/or the wastewater treat-
ment service upon proof of the elimination of the
noncomplying discharge. A detailed written state-
ment submitted by the user describing the causes
of the harmful contribution and the measures
taken to prevent any future occurrence shall be
submitted to the city within 15 days of the date of
occurrence.
(Code 1985, § 23-113)
Sec. 44-197. Confidential information.
(a) Information and data on a user obtained
from reports, questionnaires, permit applications,
permits and monitoring programs and from in-
spections shall be available to the public or other
governmental agency without restriction unless
the user specifically requests and is able to dem-
onstrate to the satisfaction of the city that the
release of such information would divulge infor-
mation, processes or methods of production enti-
tled to protection as trade secrets of the user.
(b) When requested by the person furnishing a
report, the portions of a report which might
disclose trade secrets or secret processes shall not
be made available for inspection by the public but
shall be made available upon written request to
governmental agencies for uses related to this
division, the NPDES permit, state disposal sys-
tem permit and/or the pretreatment programs;
however, such portions of a report shall be avail-
CD44:21

§ 44-197
SHELBY CODE
able for use by the state or any state agency in
judicial review or enforcement proceedings involv-
ing the person furnishing the report. Wastewater
constituents and characteristics will not be recog-
nized as confidential information.
(c) Information accepted by the city as confi-
dential shall not be transmitted to any govern-
mental agency by the city unless a ten-day noti-
fication is given to the user.
(Code 1985, § 23-114)
Sec. 44-198. Revocation of permit.
Any user who violates the following conditions
of this division, or applicable state and federal
regulations, is subject to having his permit re-
voked in accordance with the procedures of sec-
tion 44-200:
(1) Failure of a user to factually report the
wastewater constituents and characteris-
tics of his discharge;
(2) Failure of the user to report significant
changes in operations or wastewater con-
stituents and characteristics;
(3) Refusal of reasonable access to the user's
premises for the purpose of inspection or
monitoring,
(4) Violation of the conditions of the permit;
or
(5) The failure to pay, when due and in full,
all costs, surcharges, fees or reimburse-
ments lawfully imposed or provided for
pursuant to this division.
(Code 1985, § 23-115)
Sec. 44-199. Falsifying information.
Any person who knowingly makes any false
statements, representation or certification in any
application, record, report, plan or other docu-
ment filed or required to be maintained pursuant
to this division, or a wastewater contribution
permit, or who falsifies, tampers with or know-
ingly renders inaccurate any monitoring device or
method required under this division, shall be
subject to the imposition of a civil penalty as
provided in section 44-202.
(Code 1985, § 23-116)
Sec. 44-200. Notification of violation.
(a) Whenever the city finds that any user has
violated or is violating this division, a wastewater
contribution permit or any prohibition, limitation
or requirement contained in this division, the city
shall serve upon such person a written notice
stating the nature of the violation. Notice of
impending suspension or revocation of permit for
nonpayment of costs, fees, surcharges or reim-
bursements shall be given as provided in section
44-157, which section shall apply to notice proce-
dures as to all fees, costs or reimbursements
contained in this division, as well as to sur-
charges.
(b) Notification as to any type of violation of
this division, other than delinquency in payment
of fees, surcharges, costs or reimbursements, shall
provide that, within ten days from the date of
such notice, the user receiving such notice shall
submit to the city a plan for the satisfactory
correction of such violations.
(c) All notices provided for in this division
shall be deemed given upon the date of their
deposit with the United States Postal Service for
delivery by certified mail, return receipt re-
quested, in an envelope addressed to the user in
question, and bearing sufficient- paid postage to
accomplish its delivery.
(Code 1985, § 23-117)
Sec. 44-201. Legal action.
If any person discharges sewage, industrial
wastes or other wastes into the city's wastewater
disposal system contrary to the provisions of this
division, federal or state pretreatment require-
ments, or after the suspension or revocation of
such person's wastewater contribution permit,
the city attorney, upon proper instructions, may
commence an action for appropriate legal and/or
equitable relief in the appropriate division of the
general court of justice for the county.
(Code 1985, § 23-118)
Sec. 44-202. Civil penalties.
Any user found to have willfully or negligently
failed to comply with any provision of this division
and the orders, rules, regulations and permits
CD44:22

UTILITIES
issued under this division may, in addition to the
suspension or revocation of his wastewater con-
tribution permit, be subjected to a civil penalty of
not less than $100.00 nor more than $1,000.00 for
each offense. In addition to the penalties provided
in this section, the city may recover all of its
expenses incurred in any necessary termination
or suspension of wastewater treatment service,
and further, may recover reasonable attorney's
fees, court costs, court reporter's fees and other
expenses of litigation by appropriate legal action
against the person found to have violated this
division or the orders, rules, regulations and
permits issued under this division.
(Code 1985, § 23-119)
Secs. 44-203-44-230. Reserved.
ARTICLE V. ELECTRIC SERVICE*
DIVISION 1. GENERALLY
Secs. 44-231-44-250. Reserved.
DIVISION 2. RESIDENTIAL SERVICE
Sec. 44-251. Type of service.
(a) Residential electric service shall be made
available and supplied for all domestic purposes
in private residences and individual family apart-
ments. Such service shall not be available in
recognized boardinghouses or roominghouses, or
in establishments of a commercial nature or in
places operated for profit or gain.
(b) The city will, for this type of service, fur-
nish at its option either approximately 115 volts,
two -wire or 115/230 volt, three -wire, 60-cycle,
single-phase metered service.
(Code 1985, § 23-155)
*Charter references —Power of city council to purchase,
operate electric plant, § 54; to advertise for electric plant,
§ 54-A
Sec. 44-252. Use.
§ 44-271
Residential electric service furnished by the
city shall be for the exclusive use of the individual
consumer and shall not be resold or shared with
others outside his immediate family.
(Code 1985, § 23-156)
Sec. 44-253. Installation of motors, ranges.
The installation of motors, ranges, water heat-
ers or other appliances of individual rated capac-
ity in excess of two kilowatts on residential elec-
tric service shall be in accordance with the city's
standard specifications. Permission to connect
motors or appliances in excess of two kilowatts
may be withheld when 115/230 volt, three -wire
service is not available at the consumer's pre-
mises.
(Code 1985, § 23-157)
Secs. 44-254-44-270. Reserved.
DIVISION 3. COMMERCIAL SERVICE
Sec. 44-271. Type of service.
(a) Commercial electric service shall be made
available only to all commercial consumers for
lighting, heating, cooking, refrigeration and other
power service supplied to the individual store or
commercial establishment purchasing all power
requirements from the city, including electricity
for heating, cooling and the majority of cooking
and water heating.
(b) The city will, for this type of service, fur-
nish through one meter at one delivery point,
single-phase 120/240 volts, three-phase 4W delta
120/240, or three-phase 4W Wye 120/208 volts.
The type of service supplied will depend upon the
voltage available at the proposed location. Pro-
spective consumers should ascertain the available
voltage by inquiry at the city hall before purchas-
ing equipment.
(c) To qualify for commercial electric service,
the electric heating and cooling system shall be
permanently installed in accordance with sound
engineering practices and the manufacturer's rec-
ommendation.
(Code 1985, § 23-158)
CD44:23

§ 44-272
Sec. 44-272. Use of small motors.
SHELBY CODE
Motors of less than five horsepower may be
single-phase and used on commercial electric ser-
vice; however, all motors must be of types ap-
proved by the city with minimum starting current
and with controlling devices where necessary.
(Code 1985, § 23-159)
Secs. 44-273-44-300. Reserved.
ARTICLE VI. GAS SERVICE*
Sec. 44-301. Metering of residential gas ser-
vice.
For the purposes of the residential gas service,
each dwelling unit in an apartment house shall be
considered as a separate consumer and shall be
separately metered, except when the apartment
house is centrally heated.
(Code 1985, § 23-136)
Sec. 44-302. Availability of nonresidential
gas service.
The city shall make available gas service to any
nonresidential consumer according to the current
installation standards.
(Code 1985, § 23-137)
Sec. 44-303. High load factor gas service.
The city shall furnish metered gas service to
any commercial or industrial consumer using
natural gas principally for process steam genera-
tion, manufacturing purposes or any other base -
load application, and where the use of gas for
space heating is only incidental; however, this
service shall not be available to consumers whose
use of gas during the month of least consumption
is less than 50 percent of the use of gas during the
month of greatest consumption.
(Code 1985, § 23-138)
Secs. 44-304-44-330. Reserved.
*Charter reference —Power of city council to provide
utilities, § 30.
State law reference —Authority to own gas system, G.S.
160A-312 et seq.
ARTICLE VII. STORMWATER
MANAGEMENT'
Sec. 44-331. Design standards.
New and extended stormwater systems shall
be designed to specifications maintained by the
engineering department, and calculated to accom-
modate ten-year design frequency stormwater
runoff.
(Code 1985, § 16-130)
Sec. 44-332. Construction of systems by de-
velopers; responsibility for
maintenance.
(a) Storm drainage systems shall be con-
structed by developers as part of the public im-
provements of new subdivisions, under provisions
of appendix C to this Code.
(b) A site plan illustrating all drainage facili-
ties shall be delivered to the engineering depart-
ment for approval prior to construction.
(c) Street storm drains which discharge water
onto lots within a development shall be extended
by developers to a point 15 feet beyond any
structure on or to be constructed on such subdi-
vision lots.
(d) The city maintenance responsibility for storm
drainage systems is restricted to structures and
piping within street rights -of -way.
(e) Owners of private property containing
stormwater channels or piping shall be responsi-
ble for maintaining them open, clean and properly
functioning as parts of the stormwater runoff
system.
(Code 1985, § 16-131)
Sec. 44-333. Installation and maintenance by
private property owners.
(a) Private property owners are permitted to
install storm piping in runoff channels, in accor-
dance with specifications and calculations of pipe
and structure size approved by the engineering
department.
(State law reference—Stormwater runoff rules and pro-
grams, G.S. 143-214.7.
CD44:24

I�h FINDING OF NO SIGNIFICANT IMPACT AND ENVIRONMENTAL ASSESSMENT
l� CITY OF SHELBY — EAST SIDE WASTEWATER FACILITIES
rsuant to the requirements of the North Carolina Environmental Policy Act (N.C.G.S. § 113A-1, et seq.),
an environmental assessment (EA) has been prepared by the City of Shelby for the proposed wastewater
� \ % collection facilities. The new 2,400 linear feet (l.f.) of 12-inch gravity sewer and 11,500 l.f. of 16-inch
® gravity sewer will intercept flow at three existing pump stations and convey wastewater flow to the new
3,700 gallon per minute Buffalo Creek Pumping Station. Wastewater will then be transmitted through a new
10;900 l.f: section of 24rinch1force main to a •riew 14,300 l.f. 2,4r-1n. h outfall that -eventually flows -to Hicko r
Creek.-1<r���l= ;� { /2 — �t/�/ /`eJ�//�/ ��ciCPc- el
Ail �t.iTLi
Shelby's wastewater coll4ion and treatment systems serve approximately 8,000 people. Shelby currently
has a wastewater treatment capacity of 6.0 million gallons per day (mgd), although the daily flows average
on the order of 2.5 mgd. Therefore, the city has the excess capacity to support the growth that is expected to
accompany the operation of the proposed wastewater collection facilities.
Four collection system alternatives were considered for Shelby: no action, parallel facilities, other regional
facilities, and the east side wastewater facilities. If no action were taken, the existing three pump stations
would continue to discharge wastewater to a receiving 10-inch sewer that would likely surcharge during
periods of excessive wet weather. Under this alternative, Shelby would continue to deny requests for sewer
service on the east side of the city, and the potential for a future spill would increase as the facilities age.
Therefore the alternative of taking no action was rejected. The alternative of constructing parallel facilities
in established NC DOT rights -of -way to alleviate immediate capacity concerns was considered. However,
this alternative was rejected once it was determined that these lines would likely need to be expanded
sometime in the future, at which time this system would be abandoned for a regional gravity sewer system.
Shelby considered building a small treatment facility to serve only the eastern portion of the city. Howevef,
this option was rejected since it would cost the City more to operate two WWTPs than just one. Shelby
considered conveying the wastewater from the eastern portion of the city to Kings Mountain for treatment
and disposal. However, this alternative was rejected once the operating cost of paying Kings Mountain to
treat the waste was considered. Upon consideration and evaluation. of each alternative, the east side
wastewater facilities option was found to be the most viable alternative.
Construction of the new collection facilities in Shelby may result in temporary increases in sedimentation
and erosion and noise levels in the immediate vicinity of the construction area. Also, 0.05 acres of wetland
will be temporarily disturbed during construction, but returned to its natural state following the disturbance.
The City has received an Approval of 401 Water Quality Certification to temporarily affect the wetland
during the construction phase of the project. Sedimentation and erosion control measures will be provided
during construction. These and other direct impacts have been avoided and minimized to the extent
practicable during project planning and design. Because of the closeness of this project to surface waters, all
pipelines will be constructed to ductile iron pipe to minimize the risk of leakage. Gravity sewer lines used in
this project will be located as far away from streams as practicable. A 25-foot vegetative buffer will be
maintained between surface waters and construction, wherever possible, realizing that the topography in
some locations requires that the buffer be reduced by moving the gravity sewer line closer to the stream or
crossing the stream. Most disturbed areas will be reseeded and natural vegetative buffers will be restored
following construction.
Neither fish or shellfish and their habitats nor wildlife and natural vegetation should be directly affected by
the proposed project, with.the exception of the actual construction corridor. However, the majority of the
project area will return to its natural state after construction ceases. Disturbed areas will be reseeded with
fescue or native vegetation as appropriate, and as required by the approval of 401 Water Quality Certification
with Additional Considerations.

r n-�`�'I ' � ,�
�� � �
_ �-� _ __
� /
r�
�. l � � qqq, y�Y
��� � d VVV" ��
y �� � ��
�i
--- �_

City of Shelby Eastside Sewer April 20, 2005
Jurisdictional Delineation Report and Request for Verification Proiect No 2005 0935
Image Courtesy of the U.S. Geological Survey
7.5 Minute Topographic Map Series, Shelby, Waco, and Grover Quadrangles, NC,
dated 1993, 1973, and 1993 respectively.
Approximate Scale 1" = 2000'

City of Shelby Eastside Sewer April 20, 2005
Jurisdictional Delineation Report and Reauest for Verification Project No. 2005-0935
%
X
adlo,44W
N­_
r
z 44mi
ute - — ----
A
Pat' L;A ,
A
'7
-goo vw� Z
/J
B76
, /�"i`'Ii .,'\Vl\.��._i •.`\�^� 'i t, '`�h� _ /1 - ','-]f�+�r� _/ i ` •11I%i'"'
'A
4*
I t
-�J
J
Winchester E)r r
r
`Sqbsfajj�W� T­ x N t
F5
u
Hoe)y Church Rd
A,
X
220P
784
• HLINC,,,,
lob Rd L
em" t
r\
L/
k. k �l V
t_ ``USSR 22031 PrWdance 1 B14 668
<
_7
_j
V11 I
A
4, I
_j
j
L/
o6 k J _3 �2 Q31
u 5411ii
N
ell
N,
r
J,
2
if
Image Courtesy of the U.S. Geological Survey
t5 zn
7.5 Minute Topographic Map Series, Shelby, Waco, and Grover Quadrangles, NC,
dated 1993, 1973, and 1993 respectively.
Approximate Scale I"= 2000'

City of Shelby Eastside Sewer April 20, 2005
Jurisdictional Delineation Report and Request for Verification Project No 2005-0935
Soil Survey Courtesy of the USDA-NRCS
NRCS Soil Survey of Cleveland County, North Carolina, dated 2002.
Approximate Scale 1" = 2000'

City of Shelby Eastside Sewer April 20, 2005
Jurisdictional Delineation Report and Request for Verification Proiect No 2005-0935
Soil Survey Courtesy of the USDA-NRCS
NRCS Soil Survey of Cleveland County, North Carolina, dated 2002.
Approximate Scale 1" = 2000'

NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED AND CLASSIFIED
BY CAROLINA WETLAND SERVICES, INC. (CWS) FROM MARCH 18 -APRIL 11, 2005.
FIGURES [A - I F SHOW JURISDICTIONAL WATERS OF THE U.S. WITHIN THE 40-FOOT CONSTRUCTION
EASEMENT FOR THE PROPOSED SEWER OUTFALL. PORTIONS OF THE PROPOSED ALIGNMENT WITH
NO JURISDICTIONAL AREAS ARE ONLY SHOWN ON FIGURE 1.
LEGEND
JURISDICTIONAL STREAM CHANNEL
PROPOSED SEWER OUTFALL
�e �a Carolina Wetland Services
550 East Westinghouse Blvd.
Charlotte, North Carolina 28273
Figure 1. Site Index
City Of Shelby Eastside Sewer
Shelby, North Carolina

f i -
\ !�
r
i
I %jr
r _
/fi;
Y
LEGEND
10111.1
•� JURISDICTIONAL STREAM CHANNEL
PROPOSED SEWER OUTFALL
lr 1 r'i i lr!.I�rt
MH it
Al FLAG NUMBERS _ tj r!/ erenniol!
q
Pere
DPI DATAPODJ'r 42 lF
SCPI STREAM CLASSIFICATION POINT
NON -JURISDICTIONAL AREA
AIDS Mi1�l,J11,'t1
---�—> - PHOTO LOCATION AND DIRECTION
APPROXIMATE SCALE: l" = 200'
i
Non-Jurlsd cS onuL Arens.
-_
I rPere`
I Strea'D scPs
MH'1.0 � E.
40 l
at cr ssi ng £
St
M1+.16 D5 40
I
_
'
'. E17202z. y
I I'•
r it ;/ -
1
-
15/'
-
rMH
1 l-
�Ireorn 8
crossing
Non -Jurisdictional Channel
i 13 45 If at crossing
Cl
5.
ream E
If. at crossing'•
n' . .
Carolina Wetland Services
%Cws 550 East Westinghouse IIl !
Charlotte, North Carolina 28273
RE:ERENCE: SITE PLAN PROVIDED BY W LIS—WEERS. DATED 2WS.
Figure la. Approximate Jurisdictional Boundary
Field Map
City of Shelby Eastside Sewer
Shelby, North Carolina
Wane o...:e,.a nr,. onnc none

NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED AND CLASSIFIED
BY CAROLINA WETLAND SERVICES, INC. (CWS) FROM MARCH 18 • APRIL 11. 2005.
r;
i
LEGEND
JURISDICTIONAL STREAM CHANNEL
PROPOSED SEWER OUTFALL
At
FLAG NUMBERS .
DPI
DATAPOINT
SCPI
STREAM CLASSIFICATION POINT
JURISDICTIONAL WETLAND AREA
--0—f PHOTO LOCATION AND DIRECTION
Perernnol,Strea j J. J5
i.'.53 IF —at: crossing �sv
i, rr
1.
KI/6D
/
LGI Unimportant Intermittent Slreom H Z
�'- 46 IF at crossingr P renn of Strea D
°P1 / 5 .lF at c oss ng
�ht and C 0.10
--
Perenn al StrenMHD
'
ocre
— / H9 .III 24 if LI
MH
'.\
_
! Inportnnt
Inter rttent StreonL r ,
\
_
cross�ng�..
Carolina Wetland Services
4�b qws- 550 East Westinghouse Blvd.
Charlotte, North Carolina 28273
UEMNCE: SITE PLAN PROV ED DY WILLIS ENG-MS DATED SODS.
Figure 1 b. Approximate Jurisdictional Boundary
Field Map
City of Shelby Eastside Sewer
Shelby, North Carolina

NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED AND CLASSIFIED
BY CAROLINA WETLAND SERVICES, INC. (CWS) FROM MARCH 18 - APRIL 11, 2005.
LEGEND
JURISDICTIONAL STREAM CHANNEL
PROPOSED SEWER OUTFALL
Al
FLAGNUMBERS
SCPI
STREAM CLASSIFICATION POINT
—�—i►
PHOTO LOCATION AND DIRECTION
APPROXIMATE SCALE: 1-200'
Carolina Wetland Services
%VII$ 550 East Westinghouse Blvd.
Charlotte, North Carolina 28273
Figure lc. Approximate Jurisdictional Boundary
Field Map .
City of Shelby Eastside Sewer
Shelby, North Carolina

NOTE: JUIUSDICTIONAL WATERS OF THE U.S. WERE DELINEATED AND CLASSIFIED
By CAROLINA WETLAND SERVICES, INC. (CWS) FROM MARCH 18 - APM 11, 2005.
. ...... ..
,GEND
L
JURISDICTIONAL STREAM CHANNEL
PROPOSED SEWER OUTFALL
At FLAGNUMBERS
SCPI STREAM CLASSIFICATION POINT
'PROXIMATE SCALE: 1-200-
II It l
er)nial S Qn.'s
at C'C; 1 9
-s
S
.7
'Ie
-----------
M
if 1,
A,
Carolina Wetland Services
1 cw7s 550 East Westinghouse Blvd.
Charlotte, North Carolina 28273
Figure 1d. Approximate Jurisdictional Boundary
Field Map
City of Shelby Eastside Sewer
Shelby, North Carolina
J�ED By
IT 1 C"a
Jill '11\ p.
'6 lvi
V`
I t.!"
V
q
IP '
ill
6
4
ll;k-�.A '2
MH lid,
x
loo.,
%
41 IF tcrossing

bie
I,V- Carolina Wetland Services
r 15 if nt crossingi + P4 - - �' - , l - r
;t __ 550 East Westinghouse Blvd.
Charlotte, North Carolina 28273
•. : , / i 4 \ REFERENCE: SITE PLAN PROVIDED BY WILLIS ENGINEERS. DATED T 5.
Figure le. Approximate Jurisdictional Boundary
\ Y 1 Field Map
- /; _ r r r / i _..� . -hi` MR• S f ! r _ _ City of Shelby Eastside Sewer
Shelby, North Carolina
..........CWS Project No. 20050935
( 155 "s. �- .-_ /__:, , t - me-y��Y �f fd'•O GGca 4- y.e�
4.1
M. ,t i. �-�-!'` I `fir '•\ _ •�• �J t �i _ r" 'i' +/r / -.X4
.Unln "a�:t'In -i•-.\.—;�'�:�:':: -:\:, f % - /// --MH
p t
_nittent- �\ .�\';•_: �� Perenni \ tz
'St•ean':`--ter': _.-.\" - '•� -
r/,,. - .,E1 ...9�-� � i, -_' _- %, :b �5 _ �4971f�nb�[r,'o551ngr��%_
"•cr sln' \ `.a CVO•;=--.'•.
r:. ,•.iv6.;A rt' t � •��� \\, r Cn.'-� :A
j,'(^ -A� .1J J/,' a.\ � alS \5�� -%�1 •;". ,e �•a •; 1.. - �-� � i".�
:4 — /J;f '-r /.• n � JI. .t vt �,. ^\.�a•5�,L, !'�-J` .,/ - Jr •\��� `_�- �i/=-:d.- - .X`
/j � .✓ !/ !v1\ � }.�. � - :,jam \! % q ? > _ 'ice '/
:
/>!. ,, .1 A/: 1%-!_�� r; _.� J ,. .� .. ., Po.•o.,..,,.! ct:..e„__n �/ - /` / ..r..11
LEGEND.t203�
i \ / \ \
�- JURISDICTIONAL STREAM CHANNEL / Jr"/ ;}iZ -' r, :__ .rr - \\ Uninportnni Internitt2nt Sti•en N
'rr .\t � t�l=- \\•/. ^-..�i LZJ:"=.�-_--'� ��\ �\`\\ s49.1f at-cr•ossl. �t - \.-_ 20I V. _
PROPOSED SEWER OUTFALL J:Q` \•. 1��--='J�' ��\.•.. \ �,�;., �i Y g2 __;��-.-.,..
f, •�<:``„.—'��\t_� "r�`\\"tom \�� .1r\ = i (� t i
i / -\Q \•_ _'."_z_�.r / ' �l;>;r I \\
Al FLAG NUMBERS \^
SCPI STREAM CLASSIFICATION POINT / Vim``- i-(, `� \ \ \ XtJ5MH-8B"
PHOTO LOCATION AND DIRECTION %r \ r 5 \ ` \ \ • +\I `

NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED AND CLASSIFIED ;�.j `•V�1� ''� _
BY CAROLINA WETLAND SERVICES, rNC. (CWS) FROM MARCH 18 - APRIL It 2005.
1'
r \MH 129 \ \ } I I
r
-Per.enlnlnl Sjrenn Z
t �\1 T \\`? •i v� v\'6 :42 if
\ I
uI.
\ \,,''•\,\\�'� IIItIIILI,j;IlJirll/
�\ `'A\.t ',jl `i,• J'I IJI��)r i�lri�'�1� 1';li '\J }J`I �I `\ t\ \ \
\\\�-_..-_. ,`;'%• rl ! i1;j �l i Ir�(. I !' i I�y��ili�%I�t
Jill \It, I
_ 1
/MH 1�7
it
II tl:�•�
I\\
-! .•`,��! r i- / /� /fl f!.{. illjll I IVI I�'1 �\ �}� i It •/ r f' r
:i/r. r l I I;�I ,I:;�ill \II r 111114f /
IJ �,ii ll'J ilr, 1 •:, I,II
. "
1
ai-
\\\ 7 '��rrr
w\7t
6.`
1/t _ r ;/•. � C\ / `I 4, \^Mill/J /111I'�']
MH �1 t5 1 11\t
•�l1 51 ��_ j� \ . i I
1IIIIIII� 1r11/y4 IL' \ f�' `i`
,nlst�o9x/ � M:r?xi
of Cro sin i� h� �t _ t I 1
.MH ,8 erenrunll S�renn Y 1( 11 t
P. -
'.\
�l /'li 1 Itl �iIjUIII I�IIIh �(, 1 \\ t4i1'1� /
- � `` / / f I,Illl III 11l�yII1�J�i MH 79 Pererin al\\StreD .0
4t\Crossnn r
v I I1\'ltll `I) III\t�1\Ill\\"}\F4t 4L13�, ; , 4Ul I -ll t, !. it 1 - ` r li • ..
\r\11 \t11 \,Ittliill J Ir +r -rrr tl J
t / rll.l'1 dill! j; tpp/1 I v -
/,(�_\M1l�i�l.'I
,Yit
�'(it
\14\ �I., 11 t
- \ t t ,t t
l � �`�1}1}I`I
/If� ,if It
Iv }q \ �tyh,`1
I \ ` I 1
-'• t t r/ 7, ,1-1 1F (I'+t\�1 \\\\ll I(. �1 �\I�IJ �I1+11. `i �\
j // /il`It Ill�l�}''I'I;,I;�I`IIIIIIIi i UPI I11 � J
/
-11 I •I�i'll 1 77 ' II I it •' 1
11 l�llll{y!Iril
��%,//i/jj%,j%' r !1 r 1, / - i' J I I I i I.•Ilinl/�Jl/// 1 1, \`\\\\ zi/
-
/�
I
,END Jt l) I,.1illilll col '
IJ { Pe HIDE Strean o I ot:Cr11 Carolina Wetland Services
47 1 ossln
JURISDICTIONAL STREAM CHANNEL•, t ;g 1 \
550 East Westinghouse Blvd.
PROPOSED SEWER OUTFALL Charlotte, North Carolina 28273
�f::-� `il•:1111,:.1i 11 ':II' MHI 7'6l l'\`',\;•. \'`..\`• ` \ '.
At FLAG NUMBERS Iltl'llii l�i''''��I//I�! /{l : fit,,'•, ,,II} 'I t '-,1 `•,,, `\ 0.EPENENCE:Sn'E PLAN P0.0VIDEDaY WILLIS ENGMEE0.5 DATED-5.
,I(�11I((lil'yi'I 1 �'l scP1 STREAM CLASSIFICATION POINT i
.�� Figure If. Approximate Jurisdictional Boundary
Ir' f;l J1pi I!I I�Iltl�'-'', 't .'.�\�\�`.'',,``'• `, \ Field Map
�(ll\I�`\;\t -_v,\} (I} l City of ShelbyEastsideSewer
PHOTO LOCATION AND DIRECTION t \tt
\ 4 , ) I I Shelby, North Carolina
\ }}\'t f M i5r1: Ye
f 1\�R }'slI;1, \ t' CWS Pro-ectNo.2005-0935
iO)UMATE SCALE: 1"=200' 11) 1 1 1 I�I• I� \, ' ' i PREPARED Y npTE CHECItED DATE
!llj/ I!Ihl`i`180.5 wC 4./S•cY

10 Sewer Lift Stations
Name Phone # Address Voltage Provider Electric Meter Main Amps H.P.. Generator Ser. KVA Gen. KVA # Motors KW
4 Dhnen
Beam
704-538-6362
120 Dixon Rd.
v 208
D.P.
60
7.5
Portable
125
2
11
Burns Middle
704-538-1644
307-1 E. Stagecoach Trail
460
D.P.
40
Portable
125
2
60
Cleveland Mall
704-484-6886
1891 E. Dixon Blvd.
480
D.P.
19237
30
None
2
45
Copeland V
704-484-6888
4351 E. Dixon Blvd.
460
D.P.
754733
50
Portable
50
2
75
Crest
704-669-1016
800-1 Old Boiling Springs Rd.
480
D.P.
503911
40
Onsite
115
4
119
Dellin ers
704-538-1916
4501 Fallston Rd.
460
D.P.
25
Portable
125
4
75
Fairgrounds
704-484-6473
1833 E Marion St.
480
D.P.
193611
20
Portable
50
4
60
Hendrick St. V
704-484-6859
808 Hendrick St.
208
C of S
City Meter
40
None
2
60
Hertia a Oaks
704-484-6867
922 Kearney Drive
208
C of S
City Meter
10
None
2
15
In les
704-484-6478
1630 W. Dixon Blvd.
230-S.P.
D.P.
258967
3
None
2
4
J & C
704-484-3097
998 W. Grover St.
480
C of S
City Meter
100
Water Pt.
2
149
Jim Cline
704-538-6481
160 Jim Cline Rd.
460
D.P.
20
Portable
125
2
30
Kemet
704-484-6889
299 Old Boiling Springs Rd.
460
D.P.
191958
20
None
2
30
Kingsbury
704-487-4417
714 Kingsbury St.
230
C of S
City Meter
7.5
None
2
11
Mulls
704-484-6887
1888 E. Dixon Blvd.
208
D.P.
76120
20
None
2
30
New Prospect
704-482-2274
1446 New Prospect Ch. Rd.
480
D.P.
320908
25
Portable
50
2
37
Randolph
704-480-7705
1902 Randolph Rd.
480
D.P.
330902
7.5
None
2
11
Spruce V
704-484-8879
856 Spruce Dr.
230
D.P.
167733
5
None
2
7
U.O.C.
Wal-Mart v
No Phone #
704-481-0837
1824 W. Grover St.
1441 Polkville Rd.
208
480
C of S
D.P.
U.O.C.
2
25
Water Pt.
Portable
125
2
2
3
37
Wilson
704-538-6212
341 Wilson Rd.
208
D.P.
5
Portable
125
2
7

Sewer Lift Stations
Name Phone # Address Voltage Electric Meter Main Amps H.P. Generator Gen. KVA # Motors KW ape Hr. Meter
Beam
704-538-6232
120 Dickson Rd.
208
21240373
60
7.5
Portable
125
2
11
Sub.
yes
Bums Middle
704-538-1644
307-1 E. Stagecoach Trail
460
23506304
40
Portable
125
2
60
Sub,
yes
Caitlin Station
704-482 2487
1290 Lithia Springs RD.
208
SUB.
Cleveland Mail
704-484-6886
1891 E. Dixon Blvd.
480
19237
30
None
2
45
Sub.
no
Copeland
704-484-6888
4351 E. Dixon Blvd.
460
754733
50
Portable
50
2
75
Pit
no
Crest
704-669-1016
800-1 Old Boiling Springs Rd.
480
503911
40
jOnsite
115
4
119
aca a
[Packag
yes
Dellingers
704-538-1916
4501 Fallston Rd.
460
23506277
25
Portable
125
4
75
e
yes
Fairgrounds
704-484-6473
1833 E Marion St.
480
193611
20
Portable
50
4
60
Package
yes
Hendrick St.
704-484-6859
808 Hendrick St.
208
City Meter
300
40
None
2-
60
Package
yes
Hertiage Oaks
704-484-6867
922 Kearney Drive
208
City Meter
10
None
2
15
Package
yes
Ingles
704-484-6478
1 30 W. Dixon Blvd.
230-S.P.
258967
60
3
None
2
4
Sub.
yes
J & C
704-484-3097
998 W. Grover St.
480
City Meter
100
Water Pt.
2
149
Pit
no
Jim Cline
704-538-6481
160 Jim Cline Rd.
460
23 06280
20
Portable .
125
2
30
Kemet
704-484-6889
299 Id Boiling Springs Rd.
460
191958
20
None
2
30
noKingsbury
704-487-4417
714 Kingsbury St.
230
ity Meter
7.5
None
2
11
yesKingston
704-669-2546
1623 W Zion Ch. Rd.
Nut,yes
Mulls
704-484-6887
1888 E. Dixon Blvd.
208
76120
None
2
0
yesNew
Prospect
704-482-2274
1446 New Prospect Ch. Rd.
480
320908
25
Portable
50
2
37
yesPetty
Rd.
704-669-1004
2015 Petty Rd.
Randolph
704-480-7705
1902 Randolph Rd.
480
330902
None
2
0
Sub.
no
Spruce
704-484-8879
856 Spruce Dr.
230
079167733
60
5
None
2
7
Package
yes
U.O.C.
No Phone #
824 W, Grover St.
208
U.O.C.
Water Pt.
2
0
Sub.
no
Union School
704-669-0147
1440 Union Ch. Rd.
Sub.
Wal-Mart
704-481-0837
190 Wal-Mart Dr.
480
25
Portable
125
2
37
Package
yes
Wilson
704-538-6212 1341
Wilson Rd.
208 1
4655493
60
5
Portable
125
2
7
Sub.
yes
Fallston
Fallston
=allston
=allston
(ingstown
(ingstown
(ingstown
--allston

Page 1 of 4
City of Shelby, North Carolina
Fats, Oils, and Grease 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
1. 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".
2. 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".
3. 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.
4. Non -Cooking Establishments. Those establishments primarily engaged in the
preparation of precooked foodstuffs that do not include any form of

Page 2 of 4
cooking. These include cold dairy and frozen foodstuffs preparation and serving
establishments.
5. 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.
6. User. Any person, including those located outside the jurisdictional limits of the
City, who contributes, causes or permits the contribution or discharge of wastewater
into the POTW, 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 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 not less often than every thirty (30) days. 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, but at
intervals of not longer than thirty (30) days at the Users expense. Grease Interceptors
shall be kept free of inorganic solid materials such as

Page 3 of 4
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
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 City of Shelby 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:
i. Location of City sewer main and easement in relation to available exterior
space outside building
ii. Existing plumbing at or in a site that uses common plumbing for all
services at that site.
e. Understand and agree that: 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.
f. Understand and agree that: The use of automatic Grease removal systems is
conditionally permissible, upon prior written approval by the Director, the Lead
Building Inspector of the City of Shelby, and the Cleveland County Department of
Health. 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.

Page 4 of 4
g. Understand and agree that: 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.
2. The User shall maintain a written record of trap maintenance for three (3) years.
All such records will be available for inspection by the City at all times.
3. No non -grease -laden sources are allowed to be connected to sewer lines intended
for Grease Interceptor service.
4. 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 City 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 City's sewer main(s), the City of
Shelby will take appropriate enforcement actions, as stipulated in the City's Industrial
Pretreatment Enforcement Plan and Sewer Use Ordinance, against the generator or
contributor of such grease.
5. 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 infiltration. The
manholes shall also have readily removable covers to facilitate inspection, Grease
removal, and wastewater sampling activities.