WQCS00037_Other Correspondence_20180605

1V4d,NC0�NR,tMif� Shell
NORTH CAROLI
JUN 7 2018 Post Office Box 207 - Shelbv. NC 28151-0207
WOROS
June 5, 2018 MOORESVILLE REGIONAL OFF(M
Mr. Corey Basinger, Regional Supervisor
Division Water Resources/Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Re: Notice of Violation & Intent to Issue Civil Penalty
Tracking NNOV-2018-DV-0149
Collection System Permit #WQCS00037
City of Shelby, Cleveland County
Dear Mr. Basinger:
The City of Shelby received the above referenced Notice of Violation on May 25, 2018 for the sanitary
sewer overflow that occurred on 4/21/2018 at 1700 Wesson Road.
The spill was discovered by the City of Shelby Field Operations while investigating the main outfalls due
to a call from the WWTP that flow was dropping off at the influent. Crews discovered a spill at 1:30pm
on the First Broad Outfall, located behind on the property at 1700 Wesson Road. Crews quickly
mobilized a rodding crew to the site and began cleaning the line to eliminate the overflow and remove
the partial blockage. Crews determined that the cause of the spill was root related.
As noted in the City's spill response report, this is the first spill at this particular location. Over the past
few years we have put an emphasis on the City's larger diameter outfalls. In fact, the City purchased an
acoustic testing device in an effort to assist with the evaluation of outfalls. City crews evaluated this
area on 3/15/2015 and did not identify any problems. This area was tested again on 3/14/2016 and a
partial blockage was found on one section of this outfall. This was not spill related and the blockage was
promptly removed.
Overall, the City has performed acoustic testing on the major outfalls from the plant back to where the
smaller sub -basin lines tie in. In the process, City crews have completed some rodding, jetting and even
bucket cleaning to ensure that lines are clear of potential blockages.
In response to this spill, the City of Shelby has identified this area in the City's GIS system as "High
Priority Lines". City crews will perform annual acoustic testing of this area and will document the
inspection and any required and completed cleaning within the GIS system. This list of high priority lines
is in addition to the aerial crossing list that is maintained by the City.
Your letter lists ten areas of review in consideration for determining civil penalty amounts for a sanitary
sewer overflows. We have included the following brief responses for each item:
www.cityofshglby.com

• Volume — 52,500 gallons
• Volume reaching surface waters — 39,375 gallons
• Duration and gravity — Once spill was located, Crews rectified the spill within 105 minutes.
• Impacts to public health - There were no identified impacts to public health.
• Fish kills - No fish kills were observed following this overflow.
• Recreational area closures - No recreational areas were closed due to this overflow,
• History of spills — Our sanitary spill records do not indicate a previous reportable spill at this
location. This is the first root related reportable spill since 2015.
The City operates a proactive maintenance program, since 2010 the City has invested in
additional equipment and also hired additional personnel to improve our preventative
maintenance program. The City has continued to improve spill performance as shown below.
Total spills are down from 19 in 2011 to 3 In 2017. This spill was the first caused by roots since
2015. The City continues to inspect the sewer system through in-house and contracted
services for potential problems and has drastically improved our environmental compliance by
conducting repairs/improvements in critical and strategic locations.
It
20:
ill
2012
CITY OF SHELBY - SEWER OVERFLOWS
2018 DATA AS OF MARCH 3, 3018
•Total Spills •Rain/131 •Gteau •Roots •Debris •Failure
2013
2014
2015
2016
2017
www.ciiyofshelby.com
2018 2019 2018
DATA AS
OF
6/4/2018

• Cost of rectifying damage - No environmental damage was identified requiring remediation.
City staff utilized our forces to provide perform evaluation services and cleaning. Crews
provided a clean-up of the spill area and limed the area around the manhole.
• Intentional spill -This overflow was not intentional and was caused by a root ball that
collected debris.
• Money saved by non-compliance - No money was saved by this non-compliance.
The City of Shelby was awarded an Asset Inventory and Assessment Grant in the amount of $150,000
from the State of North Carolina Division of Water Infrastructure in 2017. Some of the larger outfalls up
stream of this area were targeted; however this area is below the old City limits area. The City is
considering using operational funds after July to better investigate high priority sections not included in
the Asset Inventory and Assessment Grant.
As a side note, the City is spending well over $500,000 per year in budgeted sewer line rehabilitation
activities and we continue to identify larger capital improvement projects designed to target high
priority repairs.
We recognize the requirements of our Wastewater Collection System Permit and the importance to the
environment and public health through the prevention sanitary sewer overflows. We believe that the
City of Shelby continues to improve our approach to Operations and Maintenance and believe that we
are continuing to strengthen the City's sewer infrastructure.
Thank you for the opportunity to provide additional information for consideration, we request that the
State consider the information provided as proof that the City has been proactive in the way that our
collection system is managed. Also, we request that NCDENR not impose a civil penalty assessment for
the subject spill based upon the fact that this was the first spill at this location and considering the fact
that the City has listed this area as a high priority area and will acoustic test this area at least annually
and perform maintenance as necessary.
Please contact me for additional information or if you have questions regarding this issue. I can be
reached at 704-669-6570 or [e-mail].
Sincerely,
� Q
In
' ` KA-ir
David Hux
Water Resources Director
cc: Rick Howell; City Manager
Mark Swink; Field Operations Superintendent
Adam Howell; Field Operations Supervisor/ORC
Certified Mail 7012 2210 0000 17213274

_T�A
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4VGMCirtKRe2f CIS
Y/YYICIY0YMr1Y
CERTIFIED MAIL: 7016 1370 0000 2595 6767
RETURN RECEIPT REQUESTED
May 21, 2018
Rick Howell, City Manager
City of Shelby
PO Box 207
Shelby, NC 28151-0207
SUBJECT: NOTICE OF VIOLATION & INTENT TO ISSUE CIVIL PENALTY
Tracking No.: NOV-2018-DV-0149
Sanitary Sewer Overflows - April 2018
Collection System Permit No. WQCS00037
Shelby Collection System
Cleveland County
Dear Mr. Howell:
ROY COOPER
Gawrror
LINDA CULPEPPER
hdvft DMrfar
A review has been conducted of the self-reported Sanitary Sewer Overflows (SSO's) 5 -Day Report/s submitted by
City of Shelby. The Division's Mooresville Regional Office concludes that the City of Shelby violated Permit
Condition 1 (2) of Permit No. WQCS00037 by failing to effectively manage, maintain, and operate their collection
system so that there is no SSO (Sanitary Sewer Overflow) to the land or surface waters and the SSO constituted
making an outlet to waters of the State for purposes of G.S. 143-215.1(a)(1), for which a permit is required by
G.S. 143-215.1.
The Mooresville Regional Office is providing the City of Shelby an opportunity to provide evidence and justification
as to why the City of Shelby should not be assessed a civil penalty for the violation(s) that are summarized below:
Total Vol
Total Surface
Incident Start Duration Vol Water
Number Date (Mins) Location Cause (Gals) (Gals) DWR Action
201800588 4/21/2018 105 1700 Wesson Rd Roots 52,500 39,375 Notice of Intent
This Notice of Violation / Notice of Intent to Enforce (NOV/NOI) is being issued for the noted violation. Pursuant
to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00) may be assessed
against any person who violates or fails to act in accordance with the terms, conditions, or requirements of any
permit issued pursuant to G.S. 143-215.1,
State of North Carolina ' Environmental Quality I Water Resources
610 Fast Center Avenue, Suite 301, Mooresville, NC 28115
704-6634699

This office requests that you respond to this Notice, in writing, within 10 business days of its
receipt. In your response, you should address the causes of non-compliance, remedial actions, and all other
actions taken to prevent the recurrence of similar situations. The response to this correspondence will be
considered in this process. Enforcement decisions will also be based on volume spilled, volume reaching surface
waters, duration and gravity, impacts to public health, fish kills or recreational area. closures. Other factors
considered in determining the amount of the civil penalty are the violator's history of non-compliance, the cost of
rectifying the damage, whether the spill was intentional and whether money was saved by non-compliance.
If you have any questions, please do not hesitate to contact Lon Snider with the Water Quality Section in the
Mooresville Regional Office at 704-663-1699 or via email at [e-mail].
Sincerely,
DocuSigned by:
A14CC681AF27425...
W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Cc: Mooresville Regional Office - WQS File
Central Files, Water Quality Section
Slate of North Carolina I Environmental Quality I Water Resources
510 Fast Center Avonue, Suite 301, Mooresville, NC 24115
"04-663-1699

Division of Water Resources
PART I:
State of North Carolina
Department of Environment and Natural Resources
Dirisiun of Rater Resources
Collection System Sanitary Sewer Overflow Reporting Form
Form CS-SSO
This form shall be submitted to the appropriate Di Regional Office within five days of the first knowledge of the sanitary sewer
overflow (SSO).
Permit Number: (WQCS# if active, otherwise use WQCSD#)
Facility: Shelby Collector System Incident#:
Owner: City of Shelby
City: Shelby County: Cleveiand
Region: McoressJIle
Source of SSO (check applicable): 0 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): 1700 Wesson Rd
Manhole #: 01270950
Latitude (Decimal Degrees):
Longitude (Decimal Degrees):
2U 16uu586
Incident Started Dt: 04,2112018 Time: 1:30 pm Incident End Dt: 04/21/2018 Time: 03.15 pm
(mm-dd-yyyy) (hh:mm AM/PM) (mm-dd-yyyy) (hh:mm AM/PM)
Estimated Volume of the SSO: 52,500 gallons Estimated Duration (Round to nearest hour): 1 45 hours
Describe how the volume was determined: 500 gpm x 105 mins = 52,500
Weather conditions during the SSO event: Sunny and dry
Did SSO reach surface waters? Q Yes ❑ No ❑ Unknown Volume reaching surface waters (gals): 35375
Surface water name: First Broad River
Did the SSO result in a fish kill? ❑ Yes Q No ❑ Unknown If Yes, what is the estimated number of fish killed?
SPECIFIC cause(s) of the SSO:
Q Roots
24 hour verbal notification (name of person contacted ): Unknown Unknown
❑ DWR R1 Emergency Mgmt Date (mm-dd-yyy): 04/21/2018 Time (hh:mm AM/PM): 06:48:00 pm
If an SSO is ongoing, please notify the appropriate 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 or more of untreated wastewater to surface waters
shall issue a press release within 24 -hours of first knowledge to all print and electronic news media providing general
coverage in the county where the discharge 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 reference statute for further detail.
The Director Division of Water Resources may take enforcement action for SSOs that are required to be reported to
Division unless it is demonstrated that:
1) the discharge was cause by sever natural conditions and there were no feasible alternative 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 III IS COMPLETED, A SIGNATURE IS REQUIRED AT THE END OF THIS FORM
CS-SSO Form Page: 1

PART II:
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 SECTONS 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 DWR REGIONAL OFFICE UNLESS IS
Roots
Do you have an active root control program on the line / area in question?
❑ Yes
0 No
D NA
❑ NE
Describe
The City has acoustic tested the area previously, but did not prioritize this area for root treatment.
Have cleaning and inspections ever been increased at this location because of roots? ❑ Yes 0 No ❑ NA D NE
Explain:
The City evaluated some of our critical outfalls over the oast couple of years. This section of outfall was tested using_
acoustic device (SLRAT) on 3/11/15 with no problems identified. The line was retested on 3/14/16 and a partial blockage
was found and removed. The line retested on 3/17/16 and results were acceptable. (Non spill related)
What corrective actions have been accomplished at the SSO location (and
surrounding system if associated with the SSO)?
The sewer line was rodded on 4/21/18, removing the roots. We are testing the area with acoustic device and will evaluate
using video camera.
What corrective actions are planned at the SSO location to reduce root intrusion?
Evaluate using the video camera and potentially bucket clean the line. City will list the segment as a high priority line and
will evaluate the section annually using the acoustic device and potentially camera work. Pending this additional evaluation.
the City will determine if root chemicals are needed.
Has the line been smoke tested or videoed within the past year?
If Yes, when?
Comments:
System Visitation
ORC
Backup
Name:
Adam Howell
Cert#
985584
CS-SSO Form
❑ Yes 0 No ❑ NA ONE
El Yes
0 Yes
Page: 2

Date visited:
4/21/18
Time visited:
3:00 om
How was the SSO remediated (i.e. Stopped and cleaned up)?
Rodded line to unstop blockage of roots then cleaned up debris and limed area River samples were taken as well
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: Adam Maurice Howell) D� Date: 04/23/18 02:30 pm
Signature: �i2y� / "��"`/� �W'�/'%/ Title:
Telephone Number:
Any addition 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

WESSON RD -- OUTFALL
Spill Location
Shelby HighPrioritySewerLines_Inspection oo veer 1 inch = 100 feet
Gravity Sewer o zs so ,
High Priority".............,,.,......,.<W.,...,,_.,.
N
A

City of Shelby High Priority Sewer Lines
Water Resources
OWNER
ID NUMBER
LENGTH (ft)
City
SGM-1009
253.2
City
SGM-1010
64.3
City
SGM-1121
186.0
City
SGM-1186
125.2
City
SGM-1214
117.6
City
SGM-1283
250.3
City
SGM-1286
247.9
City
SGM-1334
182.8
City
SGM-1352
312.3
City
SGM-1356
419.9
City
SGM-1398
72.9
City
SGM-1416
282.7
City
SGM-1417
249.8
City
SGM-1510
319.7
City
SGM-1527
6.2
City
SGM-1550
255.1
City
SGM-2023
126.7
City
SGM-1565
52.1
City
SGM-1681
108.0
City
SGM-1699
115.2
City
SGM-1705
96.1
City
SGM-1764
140.1
City
SGM-1782
149.6
City
SGM-1789
350.9
City
SGM-1808
317.2
City
SGM-1885
251.7
City
SGM-6056
249.9
City
SGM-2011
154.4
City
SGM-2134
76.5
City
SGM-2136
452.5
City
SGM-1849
192.3
City
SGM-2162
116.9
City
SGM-5867
327.7
City
SGM-2308
258.5
City
SGM-2382
107.5
City
SGM-2383
351.7
City
SGM-5646
125.7
City
SGM-6242
157.6
City
SGM-2537
42.0
City
SGM-2541
201.3
City
SGM-2544
135.2
City
SGM-2545
297.0
City
SGM-2556
189.5
City
SGM-2947
223.1
City
SGM-2949
226.3
City
SGM-3037
390.9
6/5/2018

City of Shelby High Priority Sewer Lines
Water Resources
OWNER
ID NUMBER
LENGTH (ft)
City
SGM-3072
152.1
City
SGM-3075
105.5
City
SGM-3077
193.1
City
SGM-3140
110.2
City
SGM-3257
166.4
City
SGM-3258
307.1
City
SGM-3293
91.3
City
SGM-3547
213.8
City
SGM-3402
1149.2
City
SGM-6060
239.8
City
SGM-6338
268.8
City
SGM-3493
207.9
City
SGM-3543
180.6
City
SGM-3582
277.9
City
SGM-3593
354.8
City
SGM-3676
285.4
City
SGM-3692
148.0
City
SGM-3778
112.7
City
SGM-3782
122.3
City
SGM-3783
227.1
City
SGM-3872
143.3
City
SGM-3888
138.7
City
SGM-3892
95.6
City
SGM-3904
234.9
City
SGM-3906
248.9
City
SGM-3924
245.7
City
SGM-5736
196.2
City
SGM-4049
268.6
City
SGM-4050
231.8
City
SGM-4359
236.5
City
SGM-5845
165.3
City
SGM-4428
108.1
City
SGM-4450
368.7
City
SGM-4905
391.5
City
SGM-6988
271.5
City
SGM-4542
251.2
City
SGM-4544
210.4
City
SGM-5970
172.8
City
SGM-4733
378.3
City
SGM-4734
112.7
City
SGM-4804
210.9
City
SGM-4812
300.2
City
SGM-4839
243.6
City
SGM-4860
202.7
City
SGM-4876
351.4
City
SGM-4885
241.3
6/5/2018

City of Shelby High Priority Sewer Lines
Water Resources
OWNER
ID NUMBER
LENGTH (ft)
City
SGM-4918
174.2
City
SGM-4921
184.1
City
SGM-4923
187.2
City
SGM-5016
43.0
City
SGM-5033
194.7
City
SGM-5067
226.1
City
SGM-5108
108.5
City
SGM-5144
231.8
City
SGM-5179
290.1
City
SGM-5190
157.2
City
SGM-5191
194.0
City
SGM-6018
152.0
City
SGM-5431
395.4
City
SGM-6226
118.4
City
SGM-5499
262.2
City
SGM-5500
252.1
City
SGM-5577
161.1
City
SGM-5579
91.4
City
SGM-5589
194.2
City
SGM-5591
267.7
City
SGM-6022
231.0
City
SGM-5622
125.5
City
SGM-5793
263.0
City
SGM-5800
282.3
City
SGM-5844
136.7
City
SGM-6070
338.3
City
SGM-6065
179.7
City
SGM-5962
234.4
City
SGM-5969
92.1
City
SGM-5971
164.6
City
SGM-6048
279.2
City
SGM-6025
65.2
City
SGM-6174
55.3
City
SGM-6302
279.0
City
SGM-6337
107.5
City
SGM-6339
296.4
City
SGM-6578
261.2
City
SGM-1356
317.0
City
SGM-6568
24.1
City
SGM-6651
138.7
City
SGM-6679
193.2
City
SGM-6833
10.1
City
SGM-6174
20.1
City
SGM-6906
212.3
City
SGM-6915
71.5
City
SGM-6934
38.6
6/5/2018

City of Shelby High Priority Sewer Lines
Water Resources
OWNER
ID NUMBER
LENGTH (ft)
City
SGM-6988
115.6
City
SGM-7013
210.6
City
SGM-7058
159.2
City
SGM-3387
243.6
City
SGM-7078
192.1
City
SGM-7103
141.1
City
SGM-7113
198.4
City
SGM-7117
206.1
City
SGM-7118
175.4
City
SGM-7121
89.1
City
SGM-7124
156.6
City
SGM-7131
111.6
City
SGM-7177
250.8
City
SGM-3089
240.1
City
SGM-2379
217.9
City
SGM-2380
211.8
City
SGM-2414
218.2
City
SGM-2416
87.8
City
SGM-3083
89.6
City
SGM-3084
52.8
City
SGM-3085
184.9
City
SGM-3086
251.6
City
SGM-3087
148.7
City
SGM-3088
139.4
City
SGM-3090
161.8
Wesson Road Area
6/5/2018

\ORTI( CAROIJItA
Y
Spill Investigation Report
ooc3 4P00037 Aelbyx
wcttauuz57 raiiston U
NPDES # 0024538 WWTP p
WQCSD0258 Kingstown ❑
Spill Date: '4 -2 I - I u Location of Spill: PJ e 1i; h d, 17 00 Lt%e s 5v n Rd.
�Spill Volume: Jr SOD Volume Reaching Surface Water:
AxManhole: 0 1 a-70 ei 5 D ❑ Segment of line:
❑ Force main:
❑ Gravity:
Weather Conditions; 5u r y 4- r,.
Split Calculation: 500 , X LO$.,, 'r, = 9.21,iOD
Spill Discovered By: G 5 C
Affected Tributary: F `r s 4- Q rO a R ✓e r -
Cause of Spill: o p +5
Did spill result in a fish kill? ❑ Yes x No If yes, estimated number killed?
Corrective Action: Rod -Jed I •'n a *y q o+ fYla S'Sl'✓e_ R onb-q u. -f
Were repairs made ❑ temporary X permanent
What actions have been taken to prevent this discharge from occuring in the future?
oh -e' �
If the spill occurrOd at a pump station or was the result of a pump station failure, was
alarm system functional at the time of the spill? ❑ Yes ❑ No If no, why?
Recurring Spill? Lj Yes No Pretreatment/FOG noted? Yes Ej No
Follow-up comments:
On t3acrf"C
Response Time:
Time Date
10,1309 , , "Z I - I ry First Notice
1 I'.00 AR.\ `{- (' I On Scene
U: 30 `j -21 Spill Started
Corrected
ORC Inspection
State Notification:
Time Date
Utz
Contact:
Se rt^,e
ORC Inspector:
A4ct , Ho l
Crew on Scen ,� p
Name k�N ��JJs e ehnD '5 1 4',irr�et� 1 odd 3 eaLleY Pro t -e
Radio No. 76 -79 7 D 79
Form: UTIL-2001.001A
Revision Date:
Revision No.:
ATTACH ACTIVITY REPORT(S) TO SPILL INVESTIGATION REPORT
Corresponding Procedure: UTIL-2000.001

Shelb
NORT11 CAROLIN
IT3_
Press Release
FOR IMMEDIATE RELEASE:
Notification of Discharge of Untreated Wastewater
General Statute 143-215.1C requires that the owner or operator of any wastewater
collection or treatment works to issue a press release when an untreated wastewater
discharge of 1,000 gallons or more reaches surface waters.
In accordance with that regulation, the following news release has been prepared and
issued to media in the affected county(ies): Cleveland
SHELBY, NC — The City of Shelby had a discharge of untreated wastewater on April 21,
2018 of an estimated 52,500 gallons at 1700 Wesson Road; of which an estimated 39,375
gallons was discharged into the First Broad River in the Broad River Basin.
The Division of Water Resources was notified of the event on April 21, 2018 and is
reviewing the matter. For more information, contact David Hux, Water Resources Director
at 704-484-6840.
Form: UTIL-2001.001E
Effective Date: 08/07/2009
Revision Date: 1/4/2016
Revision No.: 4

7
Shelb1
NORTH CAROLIN
Public Notice
ATTN: LEGAL CLASSIFIED ADVERTISEMENTS
NOTICE OF DISCHARGE OF UNTREATED SEWAGE
The City of Shelby had a discharge of untreated wastewater from our collection system
located at 1700 Wesson Road of approximately 52,500 gallons. The discharge occurred on
April 21, 2017 for approximately one hour and forty-five minutes. Approximately 39,375
gallons of untreated wastewater entered into the First Broad River in the Broad River
Basin. The line was cleared of roots and the discharge stopped. This notice was required by
North Carolina General Statutes Article 21, Chapter 143.215C. For more information,
contact David Hux, Water Resources Director at 704-484-6840.
Form: UTIL-2001.001D
Effective Date: 08/07/2009
Revision Date: 1/4/2016
Revision No.: 3

Page
1 of 1 04/26/2018 12:07:30
Ad Number
Ad Key
Order Number
54592943
Salesperson
PO Number
Karen
Publication
Customer
500984 City of Shelby -STAR ACCOUNT
Section
Contact
Accounts Payables
Sub Section
Address1
P.O. Box 207
Category
Address2
Dates Run
City St Zip
Shelby NC 28151
Days
Phone
[phone]
Size
Fax
[phone]
Words
Credit Card
Ad Rate
Printed By
Bernadette Eberli
Ad Price
Entered By
Bernadette Eberli
Amount Paid
Amount Due
Keywords
NOTICE OF DISCHARGE OF UNTREATED
SEWAGE The Cit
Notes
Zones
NOTICE OF
DISCHARGE OF
UNTREATED
SEWAGE
The City of Shelby had a
discharge of untreated
wastewater from our col.
lection system located at
1700 Wesson Road of ap-
proximately 52,500 gal.
lons. The discharge oc.
cured on April 21, 2017 for
approximately one hour
and forty-five minutes. Ap.
proximately 39,375 gallons
of untreated wastewater
entered into the First Broad
River in the Broad River
Basin. The line was
cleared of roots and the
discharge stopped. This
notice was required by
North Carolina General
Statutes Article 21, Chap-
ter 143.215C. For more in-
formation, contact David
Hux, Water Resources Di-
rector at 704-484-6640.
April 27, 2018. 1tc.
Text GS92943 to 56654
54724549
68 - Bernadette Eberli
The Shelby Star
Classified Section
Classified Section
Legals 000
04/27/2018-04/27/2018
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102
Legal - Shelby
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