HomeMy WebLinkAboutNC0027197_Fact Sheet_20210916FACT SHEET FOR EXPEDITED PERMIT RENEWALS
This form must be completed by Permit Writers for all expedited permits which do not require
full Fact Sheets. Expedited permits are generally simple 100% domestics (e.g., schools, mobile
home parks, etc) that can be administratively renewed with minor changes, but can include
facilities with more complex issues (Special Conditions, 303(d) listed water, toxicity testing,
instream monitoring, compliance concerns).
Basic Information for Ex edited Permit Renewals
Permit Writer / Date
Brianna Young 8/16/2021
Permit Number
NC0027197
Facility Name / Facility Class
Shelby WTP / PC-1
Basin Name / Sub -basin number
Broad / 03-08-04
Receiving Stream / HUC
UT to First Broad River / 030501050702
Stream Classification / Stream Segment
C / 9-50-(28)
Does permit need Daily Maximum NH3
N/A
limits?
Does permit need TRC limits/language?
Already present
Does permit have toxicity testing? IWC (%) if
so
Yes; IWC = 90%
Does permit have Special Conditions?
Yes — Groundwater monitoring
Does permit have instream monitoring?
No
Is the stream impaired (on 303(d) list)?
Yes
Any obvious compliance concerns?
No
Any permit mods since last permit?
No
New expiration date
8/31/2023
Comments on Draft Permit?
None
Section 1. Facility Overview:
The City of Shelby operates a conventional WTP designed for a potable flowrate of 12
MGD. The facility generates backflow with an intermittent discharge 7 days a week for
4-6 hours. The maximum, monthly average discharge between May 2018 and April 2021
was approximately 0.193 MGD.
Per the previous fact sheet: Discharge comprises of intermittent filter media backwash,
seasonal flocculation settling basins with a solids purge, and stormwater, through settling
lagoons for solids removal. The facility serves the Shelby community and discharges to
an unnamed tributary that flows 0.5 mile to First Broad River, a class C water in the
Broad River Basin. River water is transferred and stored in a series of reservoirs and
copper sulfate is added as a biocide. From the reservoir raw water is transferred to the
potable water treatment plant where alum and caustic are added and thoroughly mixed to
initiate flocculation. A carbon slurry is injected into the treated water prior to its
distribution to settling basins. From the settling basins the water is distributed to the
media filters where chlorination is applied and then continues to its final potable water
treatment with fluorination, additional chlorination, polyphosphate corrosion inhibitor,
and distribution. Potable water is stored in a backwash water tank and utilized to
backwash the media filters averaging one filter backwash per day. The backwash
Page 1 of 9
wastewater is dechlorinated as it flows to the wastewater settling lagoons. The settling
basins solids are purged 4 times a year and stormwater also collects in the settling
lagoons. The decanted wastewater from the settling lagoons passes through the effluent
flow meter before it is discharged to its outfall. To remove collected solids, the lagoons
are taken offline and the solids are removed and allowed to dry. The solids are then
excavated for landfill disposal.
Per a meeting with MRO on 6/30/2021, the WTP lagoon is partially built on top of a
landfill. Groundwater monitoring wells were added to the permit in the past because there
were concerns about hydraulic load with the lagoon on top of the landfill. The landfill is
an inactive hazardous site. MRO prefers the monitoring well permit condition be
removed, but that language be added in the permit cover letter stating the wells should
not be abandoned without contacting DWM Inactive Hazardous Waste Sites branch. The
site ID for the location is NCD986176451.
Section 2. Compliance History (June 2016 — June 2021):
• 1 NOV for pH daily min not reached
• Passed 10 of the last 12 tox tests (passed 4 of the last 4)
303(d) listing:
B-5U-(23)
First Broad River
From Shelby Downstream Raw Water Intake to Broad River
Classification
C
Length or Area
15
Units
FW Miles
Previous AU Number
Assessment Criteria Status Reason for Rating
Parameter of Interest MI
Category
Exceeding Criteria
Turbidity (50 NTU, AL, FW miles)
Section 3. RPA:
The maximum monthly average flow between May 2018 and April 2021 was
approximately 0.193 MGD.
• Aluminum — No RPA necessary; quarterly monitoring maintained as facility has
potential to discharge
• Iron — No RPA necessary; monitoring removed as there is no longer a water
quality standard
• Copper — RP; apply monthly monitoring with limits
Section 4. NCG590000 General Permit Eligibility:
• They use conventional technology, therefore they are eligible
• They have passed 10 of the last 12 tox tests, therefore they are eligible by tox
standards
• They have passed last 4 tox tests, therefore they are eligible by tox standards
• They do not discharge to HQW or ORW waters, therefore they are eligible
• They have limits for copper, therefore they are not eligible
Page 2 of 9
• They have a groundwater monitoring special condition, therefore they are not
eligible
• Conclusion: They are not eligible for the NCG59
Section 5. Changes from previous permit to draft:
• Updated eDMR footnote in A(1) and language in A(4)
• Updated outfall map
• Added facility grade in A(1)
• Added parameter codes in A(1)
• Added receiving stream characteristics on the Supplement to Permit Cover Sheet
• Discharge wastewater updated on Supplement to Permit Cover Sheet per renewal
application
• Updated components list on Supplement to Permit Cover Sheet per renewal
application
• Added units of measure in A(1)
• Duration of discharge added in effluent table of A(1) and footnote removed per
current WTP guidance
• Limit added for turbidity in A(1) per 2009 WTP strategy as the segment of the
receiving stream is impaired for turbidity
• Monitoring for fluoride added in A(1) as renewal application indicated potential
for discharge
o Was removed in last permit renewal per RPA, however per the 2009 WTP
strategy fluoride monitoring is required if there is the potential for
discharge, and it appeared the RPA was run without converting to the
proper units.
• Limits added for copper and monitoring increased to monthly in A(1) per RPA
o Compliance schedule added as A(3)
• Monitoring for iron removed in A(1) as there is no longer a water quality standard
• Added monitoring for total nitrogen and total phosphorus in A(1) per 2009 WTP
strategy
• Added upstream and effluent monitoring for total hardness, with associated
footnotes, in A(1) per current WTP strategy
• Removed requirement of copper monitoring at same time as toxicity testing in
A(1) as this is no longer required
• Updated tox language in A(2)
• Removed A(4) Groundwater Monitoring and Reporting per MRO request
(Section 1. Facility Overview for more information)
Section 6. Changes from draft to final:
• None
Section 7. Comments received on draft permit:
Page 3 of 9
• Andrew Pitner (WSRO; via email 7/9/21): Edits to the cover letter language
concerning groundwater monitoring, otherwise MRO had no additional comments
on the draft.
o DWR response: The cover letter language was updated prior to
submitting for public notice.
• Zach Thomas (ATB; via email 7/14/21): Everything looks good.
Page 4 of 9
NPDES Implementation of Instream Dissolved Metals Standards - Freshwater
Standards
The NC 2007-2015 Water Quality Standard (WQS) Triennial Review was approved by
the NC Environmental Management Commission (EMC) on November 13, 2014. The
US EPA subsequently approved the WQS revisions on April 6, 2016, with some
exceptions. Therefore, metal limits in draft permits out to public notice after April 6,
2016 must be calculated to protect the new standards - as approved.
Table 1. NC Dissolved Metals Water Quality Standards/Aquatic Life Protection
Parameter
Acute FW, µg/1
(Dissolved)
Chronic FW,
µg/1
(Dissolved)
Acute SW, µg/1
(Dissolved)
Chronic SW,
µg/1
(Dissolved)
Arsenic
340
150
69
36
Beryllium
65
6.5
---
---
Cadmium
Calculation
Calculation
40
8.8
Chromium III
Calculation
Calculation
---
---
Chromium VI
16
11
1100
50
Copper
Calculation
Calculation
4.8
3.1
Lead
Calculation
Calculation
210
8.1
Nickel
Calculation
Calculation
74
8.2
Silver
Calculation
0.06
1.9
0.1
Zinc
Calculation
Calculation
90
81
Table 1 Notes:
1. FW= Freshwater, SW= Saltwater
2. Calculation = Hardness dependent standard
3. Only the aquatic life standards listed above are expressed in dissolved form.
Aquatic life standards for Mercury and selenium are still expressed as Total
Recoverable Metals due to bioaccumulative concerns (as are all human health
standards for all metals). It is still necessary to evaluate total recoverable aquatic
life and human health standards listed in 15A NCAC 2B.0200 (e.g., arsenic at 10
µg/1 for human health protection; cyanide at 5 µg/L and fluoride at 1.8 mg/L for
aquatic life protection).
Table 2. Dissolved Freshwater Standards for Hardness -Dependent Metals
The Water Effects Ratio (WER) is equal to one unless determined otherwise
under 15A NCAC 02B .0211 Subparagraph (11)(d)
Metal
NC Dissolved Standard, µg/1
Cadmium, Acute
WER*{1.136672-[ln hardness](0.041838)} • e^{0.9151 [In hardness]-3.1485}
Cadmium, Acute Trout waters
WER*{1.136672-[In hardness](0.041838)} • e^{0.9151[ln hardness]-3.6236}
Cadmium, Chronic
WER*{1.101672-[ln hardness](0.041838)} • e^{0.7998[ln hardness]-4.4451}
Chromium III, Acute
WER*0.316 • e^{0.8190[ln hardness]+3.7256}
Chromium III, Chronic
WER*0.860 • e^{0.8190[ln hardness]+0.6848}
Page 5 of 9
Copper, Acute
WER*0.960 • e^{0.9422[ln hardness]-1.700}
Copper, Chronic
WER*0.960 • e^{0.8545[ln hardness]-1.702}
Lead, Acute
WER*{1.46203-[ln hardness](0.145712)} • e^{1.273[ln hardness]-1.460}
Lead, Chronic
WER*{1.46203-[ln hardness](0.145712)} • e^{1.273[ln hardness]-4.705}
Nickel, Acute
WER*0.998 • e^{0.8460[ln hardness]+2.255}
Nickel, Chronic
WER*0.997 • e^{0.8460[ln hardness]+0.0584}
Silver, Acute
WER*0.85 • e^{1.72[ln hardness]-6.59}
Silver, Chronic
Not applicable
Zinc, Acute
WER*0.978 • e^{0.8473[ln hardness]+0.884}
Zinc, Chronic
WER*0.986 • e^{0.8473[ln hardness]+0.884}
General Information on the Reasonable Potential Analysis (RPA)
The RPA process itself did not change as the result of the new metals standards.
However, application of the dissolved and hardness -dependent standards requires
additional consideration in order to establish the numeric standard for each metal of
concern of each individual discharge.
The hardness -based standards require some knowledge of the effluent and instream
(upstream) hardness and so must be calculated case -by -case for each discharge.
Metals limits must be expressed as `total recoverable' metals in accordance with 40 CFR
122.45(c). The discharge -specific standards must be converted to the equivalent total
values for use in the RPA calculations. We will generally rely on default translator values
developed for each metal (more on that below), but it is also possible to consider case -
specific translators developed in accordance with established methodology.
RPA Permitting Guidance/WQBELs for Hardness -Dependent Metals - Freshwater
The RPA is designed to predict the maximum likely effluent concentrations for each
metal of concern, based on recent effluent data, and calculate the allowable effluent
concentrations, based on applicable standards and the critical low -flow values for the
receiving stream.
If the maximum predicted value is greater than the maximum allowed value (chronic or
acute), the discharge has reasonable potential to exceed the standard, which warrants a
permit limit in most cases. If monitoring for a particular pollutant indicates that the
pollutant is not present (i.e. consistently below detection level), then the Division may
remove the monitoring requirement in the reissued permit.
1. To perform a RPA on the Freshwater hardness -dependent metals the Permit
Writer compiles the following information:
Page 6 of 9
• Critical low flow of the receiving stream, 7Q10 (the spreadsheet
automatically calculates the 1Q10 using the formula 1Q10 = 0.843
(s7Q10, cfs) 0.993
• Effluent hardness and upstream hardness, site -specific data is preferred
• Permitted flow
• Receiving stream classification
2. In order to establish the numeric standard for each hardness -dependent metal of
concern and for each individual discharge, the Permit Writer must first determine
what effluent and instream (upstream) hardness values to use in the equations.
The permit writer reviews DMR's, Effluent Pollutant Scans, and Toxicity Test
results for any hardness data and contacts the Permittee to see if any additional
data is available for instream hardness values, upstream of the discharge.
If no hardness data is available, the permit writer may choose to do an initial
evaluation using a default hardness of 25 mg/L (CaCO3 or (Ca + Mg)).
Minimum and maximum limits on the hardness value used for water quality
calculations are 25 mg/L and 400 mg/L, respectively.
If the use of a default hardness value results in a hardness -dependent metal
showing reasonable potential, the permit writer contacts the Permittee and
requests 5 site -specific effluent and upstream hardness samples over a period of
one week. The RPA is rerun using the new data.
The overall hardness value used in the water quality calculations is calculated as
follows:
Combined Hardness (chronic)
= (Permitted Flow, cfs *Avg. Effluent Hardness, mg/L) x (s7Q10, cfs *Avg. Upstream
Hardness, mg/L)
(Permitted Flow, cfs + s7Q10, cfs)
The Combined Hardness for acute is the same but the calculation uses the 1Q10
flow.
3. The permit writer converts the numeric standard for each metal of concern to a
total recoverable metal, using the EPA Default Partition Coefficients (DPCs) or
site -specific translators, if any have been developed using federally approved
methodology.
Page 7 of 9
EPA default partition coefficients or the "Fraction Dissolved" converts the
value for dissolved metal at laboratory conditions to total recoverable metal
at in -stream ambient conditions. This factor is calculated using the linear
partition coefficients found in The Metals Translator: Guidance for
Calculating a Total Recoverable Permit Limit from a Dissolved Criterion
(EPA 823-B-96-007, June 1996) and the equation:
Cdiss =
Ctotal
1
1 + { [Kpo] [SSUU+a)] [10-6] }
Where:
ss = in -stream suspended solids concentration [mg/1], minimum of 10 mg/L
used, and
Kpo and a = constants that express the equilibrium relationship between
dissolved and adsorbed forms of metals. A list of constants used for each
hardness -dependent metal can also be found in the RPA program under a
4. The numeric standard for each metal of concern is divided by the default partition
coefficient (or site -specific translator) to obtain a Total Recoverable Metal at
ambient conditions.
In some cases, where an EPA default partition coefficient translator does not exist
(ie. silver), the dissolved numeric standard for each metal of concern is divided by
the EPA conversion factor to obtain a Total Recoverable Metal at ambient
conditions. This method presumes that the metal is dissolved to the same extent as
it was during EPA's criteria development for metals. For more information on
conversion factors see the June, 1996 EPA Translator Guidance Document.
5. The RPA spreadsheet uses a mass balance equation to determine the total
allowable concentration (permit limits) for each pollutant using the following
equation:
Ca = (s7Q10 + Qw) (Cwqs) — (s7Q10) (Cb)
Qw
Where: Ca = allowable effluent concentration (µg/L or mg/L)
Cwqs = NC Water Quality Standard or federal criteria (µg/L or mg/L)
Cb = background concentration: assume zero for all toxicants except NH3*
(µg/L or mg/L)
Qw = permitted effluent flow (cfs, match s7Q10)
s7Q10 = summer low flow used to protect aquatic life from chronic toxicity
and human health through the consumption of water, fish, and shellfish from
noncarcinogens (cfs)
* Discussions are on -going with EPA on how best to address background
concentrations
Flows other than s7Q10 may be incorporated as applicable:
1 Q 10 = used in the equation to protect aquatic life from acute toxicity
Page 8 of 9
QA = used in the equation to protect human health through the
consumption of water, fish, and shellfish from carcinogens
30Q2 = used in the equation to protect aesthetic quality
6. The permit writer enters the most recent 2-3 years of effluent data for each
pollutant of concern. Data entered must have been taken within four and one-half
years prior to the date of the permit application (40 CFR 122.21). The RPA
spreadsheet estimates the 95th percentile upper concentration of each pollutant.
The Predicted Max concentrations are compared to the Total allowable
concentrations to determine if a permit limit is necessary. If the predicted max
exceeds the acute or chronic Total allowable concentrations, the discharge is
considered to show reasonable potential to violate the water quality standard, and
a permit limit (Total allowable concentration) is included in the permit in
accordance with the U.S. EPA Technical Support Document for Water Quality -
Based Toxics Control published in 1991.
7. When appropriate, permit writers develop facility specific compliance schedules
in accordance with the EPA Headquarters Memo dated May 10, 2007 from James
Hanlon to Alexis Strauss on 40 CFR 122.47 Compliance Schedule Requirements.
8. The Total Chromium NC WQS was removed and replaced with trivalent
chromium and hexavalent chromium Water Quality Standards. As a cost savings
measure, total chromium data results may be used as a conservative surrogate in
cases where there are no analytical results based on chromium III or VI. In these
cases, the projected maximum concentration (95th %) for total chromium will be
compared against water quality standards for chromium III and chromium VI.
9. Effluent hardness sampling and instream hardness sampling, upstream of the
discharge, are inserted into all permits with facilities monitoring for hardness -
dependent metals to ensure the accuracy of the permit limits and to build a more
robust hardness dataset.
10. Hardness and flow values used in the Reasonable Potential Analysis for this
permit included:
Parameter
Value
Comments (Data Source)
Average Effluent Hardness
(mg/L)
[Total as, CaCO3 or (Ca+Mg)]
25
Default value
Average Upstream Hardness
(mg/L)
[Total as, CaCO3 or (Ca+Mg)]
25
Default value
7Q10 summer (cfs)
0
Discharge is to UT
1 Q 10 (cfs)
0
RPA
Permitted Flow (MGD)
0.1927
Max monthly average in
previous 36 months
Page 9 of 9
LOCALiQ
StarNews I The Dispatch I Times -News
Sun Journal I The Daily News I The Star
The Free Press I Gaston Gazette
PROOF OF PUBLICATION
Ncdenr-Div. Of Water Resources
Ncdenr-Div. Of Water Resources
1617 MAIL SERVICE CENTER
RALEIGH NC 27699
STATE OF NORTH CAROLINA, COUNTY OF CLEVELAND
The Star, a newspaper printed and published in the city of Shelby,
and of general circulation in the County of Cleveland, State of
North Carolina, and personal knowledge of the facts herein state
and that the notice hereto annexed was Published in said
newspapers in the issue:
07/15/2021
and that the fees charged are legal.
Sworn to and subscribed before on 07/15/2021
Leg
t� , State of WI, 'otmty Brown1121 •- S
My commision expires
Publication Cost: $106.50
Order No: 6070148
Customer No: 489035
PO #:
THIS .IS NOT AN INVOICE!
Please do not use this form for payment remittance.
# of Copies:
1
SARAH BERTELSEN
Notary Public
State of Wisconsin
PO Box 631245 Cincinnati, OH 45263-1245
Public Notice
North Carolina Environmen-
tal Management Commis-
sion/NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Notice of Intent to Issue a
NPDES Wastewater Permit
NC0027197 Shelby WTP The
North Carolina Environmen-
tal Management Commission
proposes to issue a NPDES
wastewater discharge
permit to the person(s)
listed below. Written
comments regarding the
proposed permit will be
accepted until 30 days after
the publish date of this
notice. The Director of the
NC Division of Water
Resources (DWR) may hold
a public hearing should there
be a significant degree of
public interest. Please mail
comments and/or informa-
tion requests to DWR at the
above address. Interested
persons may visit the DWR
at 512 N. Salisbury Street,
Raleigh, NC 27604 to review
information on file. Addi-
tional information on
NPDES permits and this
notice may be found on our
website:
http://deq.nc.gov/about/divisi
ons/water-resources/water-
resou rces-pe r m i is/waste-
wa to r-b r a n c h/n pd a s-wa s te-
water/public-notices,or by
calling (919) 707-3601. City of
Shelby [PO Box 207, Shelby,
NC 28151-0207] has requested
renewal of permit NC0027197
for its WTP in Cleveland
County. This permitted facil-
ity discharges treated filter
backwash, wash down, sedi-
mentation basin, and
stormwater wastewater to a
UT to the First Broad River
in the Broad River Basin.
Currently total residual chlo-
rine, turbidity, and total
copper parameters are
water quality limited. This
discharge may affect future
allocations in this segment of
the First Broad River.
July 15, 2021 #6070148
Page 1 of 1
NH3/TRC WLA Calculations
Facility: Shelby WTP
PermitNo. NC0027197
Prepared By: Brianna Young
Enter Design Flow (MGD):
Enter s7Q10 (cfs):
Enter w7Q10 (cfs):
0.19271
0
0
Total Residual Chlorine (TRC)
Daily Maximum Limit (ug/I)
s7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
Upstream Bkgd (ug/I)
IWC (%)
Allowable Conc. (ug/I)
Fecal Coliform
Monthly Average Limit:
(If DF >331; Monitor)
(If DF<331; Limit)
Dilution Factor (DF)
0
0.19271
0.2987
17.0
0
100.00
17
Ammonia (Summer)
Monthly Average Limit (mg NH3-N/I)
s7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
Upstream Bkgd (mg/I)
IWC (%)
Allowable Conc. (mg/I)
Ammonia (Winter)
Monthly Average Limit (mg NH3-N/I)
w7Q10 (CFS)
200/100m1 DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
1.00 Upstream Bkgd (mg/I)
IWC (%)
Allowable Conc. (mg/I)
Total Residual Chlorine
1. Cap Daily Max limit at 28 ug/I to protect for acute toxicity
Ammonia (as NH3-N)
1. If Allowable Conc > 35 mg/I, Monitor Only
2. Monthly Avg limit x 3 = Weekly Avg limit (Municipals)
3. Monthly Avg limit x 5 = Daily Max limit (Non-Munis)
If the allowable ammonia concentration is > 35 mg/L, no limit shall be imposed
0
0.19271
0.2987
1.0
0.22
100.00
1.0
0
0.19271
0.2987
1.8
0.22
100.00
1.8
Fecal Coliform
1. Monthly Avg limit x 2 = 400/100 ml = Weekly Avg limit (Municipals) = Daily Max limit (Non -Muni)
Freshwater RPA - 95% Probability/95% Confidence Using Metal Translators
MAXIMUM DATA POINTS = 58
rREQUIRED DATA ENTRY
Table 1. Project Information
Facility Name
WWTP/WTP Class
NPDES Permit
Outfall
Flow, Qw (MGD)
Receiving Stream
HUC Number
Stream Class
❑ CHECK IF HQW OR ORW WQS
Shelby WTP
PC-1
NC0027197
001
0.193
L
UT to First Broad River
030501050702
❑ Apply WS Hardness WQC
7Q10s (cfs)
7Q1Ow (cfs)
30Q2 (cfs)
QA (cfs)
1Q10s (cfs)
c
0.00
0.00
0.00
0.00
Table 2. Parameters of Concern
Par01
Par02
Par03
Par04
Par05
Par06
Par07
Par08
Par09
Par10
Par11
0 Par12
Par13
Par14
Par15
Par16
Par17
Par18
Par19
Par20
Par21
Par22
Par23
Par24
0.00
Effluent Hardness
25 mg/L (Avg)
Upstream Hardness
25 mg/L (Avg)
Combined Hardness Chronic
25 mg/L
Combined Hardness Acute
25 mg/L
Data Source(s)
❑ CHECK TO APPLY MODEL
Name
WQS
Type Chronic Modifier
Acute
PQL Units
Arsenic
Aquactic Life
C
150
FW
340
ug/L
Arsenic
Human Health
Water Supply
C
10
HH/WS
N/A
ug/L
Beryllium
Aquatic Life
NC
6.5
FW
65
ug/L
Cadmium
Aquatic Life
NC
0.5899
FW
3.2396
ug/L
Chlorides
Aquatic Life
NC
230
FW
mg/L
Chlorinated Phenolic Compounds
Water Supply
NC
1
A
ug/L
4 Total Phenolic Compounds
Aquatic Life
NC
300
A
ug/L
Chromium III
Aquatic Life
NC
117.7325
FW
905.0818
ug/L
Chromium VI
Aquatic Life
NC
11
FW
16
pg/L
Chromium, Total
Aquatic Life
NC
N/A
FW
N/A
pg/L
Copper
Aquatic Life
NC
7.8806
FW
10.4720
ug/L
Cyanide
Aquatic Life
NC
5
FW
22
10
ug/L
Fluoride
Aquatic Life
NC
1,800
FW
ug/L
Lead
Aquatic Life
NC
2.9416
FW
75.4871
ug/L
Mercury
Aquatic Life
NC
12
FW
0.5
ng/L
Molybdenum
Human Health
NC
2000
HH
ug/L
Nickel
Aquatic Life
NC
37.2313
FW
335.2087
pg/L
Nickel
Water Supply
NC
25.0000
WS
N/A
pg/L
Selenium
Aquatic Life
NC
5
FW
56
ug/L
Silver
Aquatic Life
NC
0.06
FW
0.2964
ug/L
Zinc
Aquatic Life
NC
126.7335
FW
125.7052
ug/L
NC0027197 RPA - Freshwater, input
8/12/2021
REASONABLE POTENTIAL ANALYSIS
H1
Effluent Hardness
Date Data BDL=1/2DL Results
1 25 25 Std Dev.
2 Mean
3 C.V.
4 n
5 10th Per value
6 Average Value
7 Max. Value
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
H2
Use "PASTE SPECIAL
Values" then "COPY"
. Maximum data
points = 58
Upstream Hardness
N/A
25.0000
0.0000
1
25.00 mg/L
25.00 mg/L
25.00 mg/L
Date Data BDL=1/2DL Results
1 25 25 Std Dev. N/A
2 Mean 25.0000
3 C.V. 0.0000
4 n 1
5 10th Per value 25.00 mg/L
6 Average Value 25.00 mg/L
7 Max. Value 25.00 mg/L
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
Use "PASTE SPECIAL
Values" then "COPY"
. Maximum data
points = 58
NC0027197 RPA - Freshwater, data
- 2 - 8/12/2021
REASONABLE POTENTIAL ANALYSIS
Pall
Copper
Date Data BDL=1/2DL Results
1 10/17/2017 22 22 Std Dev.
2 1/16/2018 7 7 Mean
3 4/17/2018 < 50 25 C.V.
4 7/17/2018 11 11 n
5 10/16/2018 14 14
6 1/22/2019 < 5 2.5 Mult Factor =
7 4/23/2019 7 7 Max. Value
8 7/16/2019 24 24 Max. Pred Cw
9 10/22/2019 17 17
10 1/28/2020 71 71
11 4/21/2020 6 6
12 7/21/2020 8 8
13 10/20/2020 < 5 2.5
14 1/19/2021 230 230
15 4/27/2021 < 5 2.5
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
Use "PASTE SPECIAL
Values" then "COPY"
. Maximum data
points = 58
57.9277
29.9667
1.9331
15
2.50
230.00 ug/L
575.00 ug/L
NC0027197 RPA - Freshwater, data
- 3 - 8/12/2021
Shelby WTP
NC0027197
Freshwater RPA - 95% Probability/95% Confidence Using Metal Translators
MAXIMUM DATA POINTS = 58
Qw (MGD) = 0.1927
1 Q1 OS (cfs) = 0.00
7Q1OS (cfs) = 0.00
7Q10W (cfs) = 0.00
30Q2 (cfs) = 0.00
Avg. Stream Flow, QA (cfs) = 0.00
Receiving Stream: UT to First Broad River HUC 030501050702
WWTP/WTP Class: PC-1
IWC% @ 1Q10S = 100
IWC% @ 7Q1OS = 100
IWC% @ 7Q1 OW = 100
IWC% @ 30Q2 = 100
IW%C @ QA = 100
Stream Class: C
Outfall 001
Qw = 0.19270968 MGD
COMBINED HARDNESS (mg/L)
Acute = 25 mg/L
Chronic = 25 mg/L
PARAMETER
TYPE
NC STANDARDS OR EPA CRITERIA
J
a
F
m
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
lied
Chronic Standa d Acute
n # Det. Max Pred Cw Allowable Cw
Copper
NC
7.8806 FW 10.4720
ug/L
15 11
575.00
Acute: 10.47
___ _ _______ _____
Chronic: 7.88
9 value(s) > Allowable Cw
RP shown - apply Monthly Monitoring with Limit
_ _ _ _ _ _ _ _ _ ___ ___
RP shown - apply Monthly Monitoring with Limit
Page 4 of 49
NC0027197 RPA - Freshwater, rpa
8/12/2021
Whole Effluent Toxicity Testing and Self Monitoring Summary
SGLCarbon, LLC NC0005258/001 County: Burke Region: ARO Basin: CTB31 Mar Jun Sep Dec SOC _IOC:
Ceri7dPF Begin: 3/1/2018 chr lim: 13% NonComp: Single 7Q10: 20.9 PF: 1.5 IWC: 10 Freq: Q
J F M A M J J A S 0 N D
2017 Pass Pass - Pass - Pass
2018 - - Pass Pass - Pass - Pass
2019 - Pass Pass - Pass Pass
2020 - Pass Pass Pass Pass
2021 - - Pass - - - - - -
SGWASA (S. Granville/Butner WWTP) NC0026824/001 County: Granville Region: RRO Basin: NEU01 Feb May Aug Nov SOC _IOC:
Ceri7dPF Begin: 8/1/2013 chr lim: 90% NonComp: Single 7Q10: 0.09 PF: 5.5 IWC: 99 Freq: Q
J F M A M J J A S 0 N D
2017 Fail >100 >100(P) >100 Pass >100(P) Pass >100(P) - - Pass >100(P)
2018 - Pass - Pass Pass - Pass Pass
2019 - Pass - - Pass Pass Pass
2020 Pass >100(P) - - Pass Pass - - Pass
2021 - Pass - - - - - -
SGWASA WTP NC0058416 County: Granville Region: RRO Basin: NEU01 Jan Apr Jul Oct SOC JOC:
Ceri7dPF Begin: 6/1/2018 Chr Monit: 90% NonComp: 7Q10: PF: 0.20 IWC: Freq: Q
J F M A M J J A 5 0 N D
2017 Fail Fail Fail - Fail
2018 Pass - Pass Pass - Fail
2019 Fail - Fail Pass - Fail
2020 Fail - - Fail - - Fail - - Fail 2021 Fail - Fail
Shelby WTP, City of NC0027197/001 County: Cleveland Region: MRO Basin: BRD04 Jan Apr Jul Oct SOC JOC:
Ceri7dPF Begin: 6/1/2015 Chr Monit: 90% NonComp: 7Q10: PF: 0.400 IWC: Freq: Q
J F M A M J J A S 0 N D
2017 Pass Pass - - Pass - Fail 2018 Pass - - Pass - - Fail - - Pass 2019 Pass - - Pass - - Pass - - Pass 2020 Fail - - Pass - - Pass - - Pass 2021 Pass - Pass - -
Shelby WWTP NC0024538/001 County: Cleveland Region: MRO
Ceri7dPF Begin: 12/1/2013 chr lim: 17% NonComp: Single 7Q10: 44.3
J F M A M J
2017 Pass 24.04(P) Pass >68(P) 2018 - Pass - - Pass 2019 - Pass - - Pass 2020 - Pass - - Pass 2021 Pass -
J
Basin: BRD04 Feb May Aug Nov SOC JOC:
PF: 6.0 IWC: 17.0 Freq: Q
A S 0 N
Pass >68(P) - - Pass >68(P)
Pass - - Pass
Pass - - Pass
Pass - - Pass
Leeend: P= Fathead minnow (Pimohales oromelas). H=No Flow (facility is active). s = Solit test between Certified Labs
Page 98 of 120
MONITORING REPORT(MR) VIOLATIONS for:
Report Date: 06/18/21 Page 1 01 5
Permit: nc0027197 MRs Betweei 6 - 2016 and 6 - 2021
Facility Name: % Param Nam( %
Major Minor: %
Region: %
County: %
Violation Category:%
Subbasin:%
Program Category:
Violation Action: %
PERMIT: NC0027197
FACILITY: City of Shelby - Shelby WTP
COUNTY: Cleveland
REGION: Mooresville
Limit Violation
MONITORING OUTFALL LOCATION
REPORT
PARAMETER
VIOLATION
DATE FREQUENCY MEASURE
UNIT OF
LIMIT
CALCULATED
VALUE
Over
VIOLATION TYPE VIOLATION ACTION
05-2017 001
10-2018 001
10-2018 001
12-2019 001
02-2020 001
11-2019 001
Reporting Violation
MONITORING WELL
REPORT
Effluent
Effluent
Effluent
Effluent
Effluent
Effluent
LOCATION
Chlorine, Total Residual
Chlorine, Total Residual
Chlorine, Total Residual
Chlorine, Total Residual
Chlorine, Total Residual
pH
PARAMETER
05/16/17 2 X month
10/02/18 2 X month
10/16/18 2 X month
12/03/19 2 X month
02/04/20 2 X month
11/19/19 2 X month
VIOLATION
DATE FREQUENCY MEASURE
ug/I
ug/I
ug/I
ug/I
ug/I
su
UNIT OF
17 29 70.6 Daily Maximum
Exceeded
17 19 11.8 Daily Maximum
Exceeded
17 24 41.2 Daily Maximum
Exceeded
17 41 141.2 Daily Maximum
Exceeded
17 34 100 Daily Maximum
Exceeded
6 4.8 20 Daily Minimum Not
Reached
LIMIT
CALCULATED
VALUE
Over
No Action, BPJ
No Action, BPJ
No Action, BPJ
No Action, BPJ
No Action, BPJ
Proceed to NOV
VIOLATION TYPE VIOLATION ACTION
03-2017
03-2018
03-2019
11 -2019
03-2020
07-2016 MW10 / CONV004258
11 -2016 MW10 / CONV004258
07-2017 MW10 / CONV004258
05/31/17
05/31/18
05/31/19
01/30/20
05/31/20
10/30/16
03/01/17
10/30/17
Late/Missing GW-59
Late/Missing GW-59
Late/Missing GW-59
Late/Missing GW-59
Late/Missing GW-59
Well Missing
Well Missing
Well Missing
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
None
No Action, BIMS
Calculation Error
No Action, BPJ
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
MONITORING REPORT(MR) VIOLATIONS for:
Report Date: 06/18/21 Page 2 of 5
Permit: nc0027197 MRs Between 6 - 2016 and 6 - 2021 Region: % Violation Category:% Program Category: %
Facility Name: % Param Nam(% County: % Subbasin:% Violation Action: %
Major Minor: %
PERMIT: NC0027197
FACILITY: City of Shelby - Shelby WTP
COUNTY: Cleveland REGION: Mooresville
Reporting Violation
MONITORING UNIT OF
WELL LOCATION PARAMETER VIOLATION FREQUENCY
REPORT DATE MEASURE
LIMIT
CALCULATED
VALUE Over
VIOLATION TYPE VIOLATION ACTION
11 -2017 MW10 / CONV004258 03/01/18 Well Missing No Action, BIMS
Calculation Error
07-2016 MW11 / CONV004763 10/30/16 Well Missing No Action, BPJ
11 -2016 MW11 / CONV004763 03/01/17 Well Missing No Action, BIMS
Calculation Error
07-2017 MW11 / CONV004763 10/30/17 Well Missing No Action, BIMS
Calculation Error
11 -2017 MW11 / CONV004763 03/01/18 Well Missing No Action, BIMS
Calculation Error
07 - 2016 MW12 / CONV005266 10/30/16 Well Missing No Action, BPJ
11-2016 MW12 / CONV005266 03/01/17 Well Missing No Action, BIMS
Calculation Error
07-2017 MW12 / CONV005266 10/30/17 Well Missing No Action, BIMS
Calculation Error
11-2017 MW12 / CONV005266 03/01/18 Well Missing No Action, BIMS
Calculation Error
07-2016 MW13 / CONV005791 10/30/16 Well Missing No Action, BPJ
11-2016 MW13 / CONV005791 03/01/17 Well Missing No Action, BIMS
Calculation Error
07-2017 MW13 / CONV005791 10/30/17 Well Missing No Action, BIMS
Calculation Error
11-2017 MW13 / CONV005791 03/01/18 Well Missing No Action, BIMS
Calculation Error
07-2016 MW14 / CONV000326 10/30/16 Well Missing No Action, BPJ
11-2016 MW14 / CONV000326 03/01/17 Well Missing No Action, BIMS
Calculation Error
07-2017 MW14 / CONV000326 10/30/17 Well Missing No Action, BIMS
Calculation Error
11-2017 MW14 / CONV000326 03/01/18 Well Missing No Action, BIMS
Calculation Error
MONITORING REPORT(MR) VIOLATIONS for:
Report Date: 06/18/21 Page 3 of 5
Permit: nc0027197
Facility Name:
Major Minor: %
MRs Between 6 - 2016 and 6 - 2021
Param Nam(
Region:
County: %
Violation Category:%
Subbasin:%
Program Category: %
Violation Action: %
PERMIT: NC0027197
FACILITY: City of Shelby - Shelby WTP
COUNTY: Cleveland
REGION: Mooresville
Reporting Violation
MONITORING WELL
REPORT
LOCATION
PARAMETER
VIOLATION
FREQUENCY UNIT OF
DATE MEASURE
LIMIT
CALCULATED
VALUE
Over
VIOLATION TYPE VIOLATION ACTION
07-2019 MW14 / CONV000326
07-2019 MW14 / CONV000326
07-2019 MW14 / CONV000326
07-2019 MW14 / CONV000326
07-2019 MW14 / CONV000326
07-2019 MW14 / CONV000326
07-2019 MW14 / CONV000326
07-2019 MW14 / CONV000326
07-2019 MW14 / CONV000326
07-2019 MW14 / CONV000326
07-2019 MW14 / CONV000326
07-2019 MW14 / CONV000326
07-2019 MW14 / CONV000326
07-2019 MW4 / CONV001177
07 - 2019 MW4 / CONV001177
07-2019 MW4 / CONV001177
Aluminum, Total (as Al) 07/31/19 3 X year
Arsenic, Total (as As) 07/31/19 3 X year
Cadmium, Total (as Cd) 07/31/19 3 X year
Carbon, Tot Organic (TOC) 07/31/19 3 X year
Chloride (as CI)
Coliform, Total MF, Immed,
LES Endo Agar
Copper, Total (as Cu) 07/31/19 3 X year
07/31/19 3 X year
07/31/19 3 X year
Nitrogen, Ammonia Total (as 07/31/19 3 X year
N)
Nitrogen, Nitrate Total (as N) 07/31/19 3 X year
Ph, lab
07/31/19 3 X year
Phenolics, Total Recoverable 07/31/19 3 X year
Solids, Total Dissolved- 180 07/31/19 3 X year
Deg.0
Zinc, Total (as Zn) 07/31/19 3 X year
Aluminum, Total (as Al) 07/31/19 3 X year
Arsenic, Total (as As) 07/31/19 3 X year
Cadmium, Total (as Cd) 07/31/19 3 X year
mg/I
mg/I
mg/I
mg/I
mg/I
#/100m1
mg/I
mg/I
mg/I
su
mg/I
mg/I
mg/I
mg/I
mg/I
mg/I
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
MONITORING REPORT(MR) VIOLATIONS for:
Report Date: 06/18/21 Page 4 of 5
Permit: nc0027197 MRs Between 6 - 2016 and 6 - 2021
Facility Name: % Param Nam( %
Major Minor: %
Region:
County: %
Violation Category:%
Subbasin:%
Program Category: %
Violation Action: %
PERMIT: NC0027197
FACILITY: City of Shelby - Shelby WTP
COUNTY: Cleveland
REGION: Mooresville
Reporting Violation
MONITORING WELL
REPORT
LOCATION
PARAMETER
VIOLATION
DATE FREQUENCY MEASURE
UNIT OF
LIMIT
CALCULATED
VALUE
Over
VIOLATION TYPE VIOLATION ACTION
07-2019 MW4 / CONV001177
07-2019 MW4 / CONV001177
07-2019 MW4 / CONV001177
07 - 2019 MW4 / CONV001177
07-2019 MW4 / CONV001177
07-2019 MW4 / CONV001177
07-2019 MW4 / CONV001177
07-2019 MW4 / CONV001177
07 - 2019 MW4 / CONV001177
07-2019 MW4 / CONV001177
07-2020 MW5 / CONV001686
11 -2020 MW5 / CONV001686
11 -2020 MW5 / CONV001686
11 -2020 MW5 / CONV001686
07-2020 MW6 / CONV002197
07-2020 MW7 / CONV002715
07-2020 MW8 / CONV003229
Carbon, Tot Organic (TOC) 07/31/19 3 X year
Chloride (as CI)
Coliform, Total MF, Immed,
LES Endo Agar
Copper, Total (as Cu) 07/31/19 3 X year
07/31/19 3 X year
07/31/19 3 X year
Nitrogen, Ammonia Total (as 07/31/19 3 X year
N)
Nitrogen, Nitrate Total (as N) 07/31/19 3 X year
Ph, lab
07/31/19 3 X year
Phenolics, Total Recoverable 07/31/19 3 X year
Solids, Total Dissolved- 180 07/31/19 3 X year
Deg.0
Zinc, Total (as Zn) 07/31/19 3 X year
10/30/20
mg/I
mg/I
#/100m1
mg/I
mg/I
mg/I
su
mg/I
mg/I
mg/I
Aluminum, Total (as Al) 11/30/20 Semi-annuall mg/I
Conductivity
11/30/20 Semi-annuall umhos/cm
Solids, Total Dissolved- 180 11/30/20 Semi-annuall mg/I
Deg.0
10/30/20
10/30/20
10/30/20
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Parameter Missing
Well Missing
Parameter Missing
Parameter Missing
Parameter Missing
Well Missing
Well Missing
Well Missing
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
No Action, BIMS
Calculation Error
None
None
None
None
None
None
None
MONITORING REPORT(MR) VIOLATIONS for:
Report Date: 06/18/21 Page 5 of 5
Permit: nc0027197 MRs Between 6 - 2016 and 6 - 2021 Region: % Violation Category:% Program Category: %
Facility Name: % Param Nam(% County: % Subbasin:% Violation Action: %
Major Minor: %
PERMIT: NC0027197
FACILITY: City of Shelby - Shelby WTP
COUNTY: Cleveland REGION: Mooresville
Reporting Violation
MONITORING UNIT OF
WELL LOCATION PARAMETER VIOLATION FREQUENCY
REPORT DATE MEASURE
LIMIT
CALCULATED
VALUE Over
VIOLATION TYPE VIOLATION ACTION
07-2016 MW9 / CONV003723 10/30/16 Well Missing No Action, BPJ
11 -2016 MW9 / CONV003723 03/01/17 Well Missing No Action, BIMS
Calculation Error
07-2017 MW9 / CONV003723 10/30/17 Well Missing No Action, BIMS
Calculation Error
11 -2017 MW9 / CONV003723 03/01/18 Well Missing No Action, BIMS
Calculation Error
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Mr. David Hux
Utilities Director - Operations
Town of Shelby
P.O. Box 207
Shelby, NC 28151
Dear Mr. Hux:
NORTH CAROLINA
Environmental Quality
December 13, 2019
Subject: Compliance Inspection
City of Shelby WTP
NPDES Permit No. NC0027197
Cleveland County
Enclosed is a copy of the Compliance Inspection for the inspection conducted at the
subject facility on December 10, 2019, by Ori Tuvia and Maria Schutte. Billy Wilkie's
cooperation during the site visit was much appreciated. Please advise the staff involved with this
NPDES Permit by forwarding a copy of the enclosed report.
The report should be self-explanatory; however, should you have any questions
concerning this report, please do not hesitate to contact Ori Tuvia at (704) 235-2190, or at
ori.tuvia@ncdenr. gov.
Cc: NPDES Unit
MRO File
1:1E
NORTH CAROLINA
fliwMeM of EnNmnnen4l Qualms
Sincerely,
DocuSigned by:
A4*04uw H P:zt, e
F161F869A2D84A3...
fo r
W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
North Carolina Department of Environmental Quality I Division of Water Resources
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704.663.1699
United States Environmental Protection Agency
EPA Washington, D.C. 20460
Water Compliance Inspection Report
Form Approved.
OMB No. 2040-0057
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code
1 IN I 2
21 I I I I
NPDES yr/mo/day Inspection
IF I 3 I NC0027197 111 12 I 19/12/10 117
Type
18 i 2 i
I I I I I
Inspector Fac Type
19 I sI 201
I I I I I I I I I I I I I I I I I I I I I I I I I
I I I
66
I I I I I 1
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA Reserved
67I1.o I 70ILJ a I 71 IN I 72 I N I 731 I 17471
74 75I
1
I I I I I 1 I80
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
POTW name and NPDES permit Numbed
Shelby WTP
801 W Grover St
Shelby NC 28150
Entry Time/Date
01:30PM 19/12/10
Permit Effective Date
15/06/01
Exit Time/Date
02:30PM 19/12/10
Permit Expiration Date
20/05/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
///
Billy J Wilkie/ORC/704-484-6885/
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Ben Yarboro,824 W Grover St Shelby NC 28150//704-484-6840/
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Flow Measurement Operations & Maintenance Records/Reports
Self -Monitoring Program Sludge Handling Disposal Facility Site Review Effluent/Receiving Waters
Laboratory Other
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s)
Maria Schutte
Ori A Tuvia_—
of Inspector(s) Agency/Office/Phone and Fax Numbers
Date
12/13/2019
,-DocuSigned by:
DWR/Division of Water Quality/704-663-1699/
DWR/MRO WQ/704-663-1699/
BB057A2DE017498...
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Num rs Docusigned by: Date
Andrew Pitner DWR/MRO WQ/704-663-1699 Ext.2180/ A4,414 H P4.4 12.13.19
F161FB69A2D84A3...
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page# 1
NPDES yr/mo/day Inspection Type
31 NC0027197 111 121 19/12/10 117
18
1
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Page# 2
Permit: NC0027197 Owner - Facility: Shelby WTP
Inspection Date: 12/10/2019
Inspection Type: Compliance Evaluation
Permit
(If the present permit expires in 6 months or less). Has the permittee submitted a new
application?
Is the facility as described in the permit?
# Are there any special conditions for the permit?
Is access to the plant site restricted to the general public?
Is the inspector granted access to all areas for inspection?
Comment: The subject permit expires on May 31, 2020.
Yes No NA NE
• ❑ ❑ ❑
▪ El El El
▪ El El El
• ❑ ❑ ❑
Other Yes No NA NE
Comment: On -site groundwater monitoring wells were viewed for continued maintenance. The wells
were protected and maintained with locks present on the outer well casings. Utility poles
stored near MW7 have been shifted to increase distance to approx. 25ft.
Record Keeping
Are records kept and maintained as required by the permit?
Is all required information readily available, complete and current?
Are all records maintained for 3 years (lab. reg. required 5 years)?
Are analytical results consistent with data reported on DMRs?
Is the chain -of -custody complete?
Dates, times and location of sampling
Name of individual performing the sampling
Results of analysis and calibration
Dates of analysis
Name of person performing analyses
Transported COCs
Are DMRs complete: do they include all permit parameters?
Has the facility submitted its annual compliance report to users and DWQ?
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator
on each shift?
Is the ORC visitation log available and current?
Is the ORC certified at grade equal to or higher than the facility classification?
Is the backup operator certified at one grade less or greater than the facility classification?
Is a copy of the current NPDES permit available on site?
Facility has copy of previous year's Annual Report on file for review?
Yes No NA NE
• ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
▪ ❑ ❑ ❑
• ❑ ❑ ❑
❑ ❑ ❑
❑ ❑ • ❑
❑ ❑ • ❑
• ❑ ❑ ❑
▪ ❑ ❑ ❑
▪ ❑ ❑ ❑
❑ ❑ ❑ •
Page# 3
Permit: NC0027197 Owner - Facility: Shelby WTP
Inspection Date: 12/10/2019
Inspection Type: Compliance Evaluation
Record Keeping Yes No NA NE
Comment: The permittee's records were organized and well maintained. DMRs, COCs, ORC visitation
logs and calibration logs were reviewed for Septmber 2019 - November 2019.
Effluent Sampling
Is composite sampling flow proportional?
Is sample collected below all treatment units?
Is proper volume collected?
Is the tubing clean?
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees
Celsius)?
Is the facility sampling performed as required by the permit (frequency, sampling type
representative)?
Yes No NA NE
❑ ❑ • ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
❑ ❑ • ❑
❑ ❑ • ❑
• ❑ ❑ ❑
Comment: The subject permit requires grab sampling. Sampling is performed below the lagoons before
discharge to the receiving stream.
Laboratory
Are field parameters performed by certified personnel or laboratory?
Are all other parameters(excluding field parameters) performed by a certified lab?
# Is the facility using a contract lab?
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees
Celsius)?
Incubator (Fecal Coliform) set to 44.5 degrees Celsius+/- 0.2 degrees?
Incubator (BOD) set to 20.0 degrees Celsius +/- 1.0 degrees?
Yes No NA NE
• ❑ ❑ ❑
▪ ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
❑ ❑ • ❑
❑ ❑ • ❑
Comment: pH and chlorine sampling are done by the facility. Shelby First Broad WWTP lab (Turbidity
and TSS), Pace (metals) and ETT Environmental (Toxicity) have all been contracted to
analyze samples.
Operations & Maintenance
Is the plant generally clean with acceptable housekeeping?
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable
Solids, pH, DO, Sludge Judge, and other that are applicable?
Comment:
De -chlorination
Type of system ?
Is the feed ratio proportional to chlorine amount (1 to 1)?
Is storage appropriate for cylinders?
Yes No NA NE
• ❑ ❑ ❑
• ❑ ❑ ❑
Yes No NA NE
❑ ❑ ❑ •
❑ ❑ ❑ •
Page# 4
Permit: NC0027197 Owner - Facility: Shelby WTP
Inspection Date: 12/10/2019
Inspection Type: Compliance Evaluation
De -chlorination Yes No NA NE
# Is de -chlorination substance stored away from chlorine containers? ❑ ❑ ❑ •
Are the tablets the proper size and type? ❑ ❑ • ❑
Comment: Liquid sodium thiosulfate is used for dechlorination. Disinfection Gas is used for water
disinfection
Are tablet de -chlorinators operational?
Number of tubes in use?
Comment:
Lagoons
Type of lagoons?
# Number of lagoons in operation at time of visit?
Are lagoons operated in?
# Is a re -circulation line present?
Is lagoon free of excessive floating materials?
# Are baffles between ponds or effluent baffles adjustable?
Are dike slopes clear of woody vegetation?
Are weeds controlled around the edge of the lagoon?
Are dikes free of seepage?
Are dikes free of erosion?
Are dikes free of burrowing animals?
# Has the sludge blanket in the lagoon (s) been measured periodically in multiple
locations?
# If excessive algae is present, has barley straw been used to help control the growth?
Is the lagoon surface free of weeds?
Is the lagoon free of short circuiting?
Comment: The facility is equipped with two 0.72 MGD lagoons.
Flow Measurement - Effluent
# Is flow meter used for reporting?
Is flow meter calibrated annually?
Is the flow meter operational?
(If units are separated) Does the chart recorder match the flow meter?
Comment: Flow meter is calibrated annually
❑ ❑ • ❑
Yes No NA NE
2
Parallel
• ❑ ❑ ❑
• ❑ ❑ ❑
❑ ❑ • ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
▪ ❑ ❑ ❑
• ❑ ❑ ❑
❑ ❑ • ❑
❑ ❑ • ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
Yes No NA NE
• ❑ ❑ ❑
• ❑ ❑ ❑
• ❑ ❑ ❑
❑ ❑ • ❑
Page# 5
Permit: NC0027197 Owner - Facility: Shelby WTP
Inspection Date: 12/10/2019
Inspection Type: Compliance Evaluation
Effluent Pipe
Is right of way to the outfall properly maintained?
Are the receiving water free of foam other than trace amounts and other debris?
If effluent (diffuser pipes are required) are they operating properly?
Comment:
Yes No NA NE
• ❑ ❑ ❑
• ❑ ❑ ❑
❑ ❑ • ❑
Page# 6
ROY COOPER
Governor
MICHAEL S. REGAN
Sccrrrary
LINDA CULPEPPER
ra, Environmental Quality
City of Shelby
Attn: David W. Hux, Dir. of Water Resources
PO Box 207
Shelby, NC 28151
Subject: Permit Renewal
Application No. NC0027197
Shelby WTP
Cleveland County
NORTH CAROLINA
November 21, 2019
Dear Applicant:
The Water Quality Permitting Section acknowledges the November 21, 2019 receipt of your permit renewal application
and supporting documentation. Your application will be assigned to a permit writer within the Section's NPDES WW
permitting branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deci.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
ec: WQPS Laserfiche File w/application
D 9-s)
Sincerely,
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
North Caro na Department of Env ran rrenta Qra:ty I D vs.on of Water Resources
Mooresv aRegiQna Off oeI€10East Center Avenue,Suto3O1IMooresv,e,North Caro na28115
704-663-1699
Shelb
NORTH CAROLINA
Post Office Box 207 • Shelby, NC 28151-0207
November 14, 2019
NCDENR
Division of Water Quality / NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Shelby Water Treatment Plant
NPDES NC0027197 — Renewal Application
Dear NPDES Unit:
Attached you will find the City of Shelby's Water Treatment Plant NPDES Permit NC0027197 renewal
package. Our permit is set to expire May 31, 2020.
RECEIVED
Nov 21 2019
NCDEQIDWRINPDES
Please contact me at 704-484-6840 if you have any questions or if you need additional information.
Sincerely,
$A?6
David Hux
Director of Water Resources
Cc: Brad Greene; Plant Operations Superintendent
Michael Mull; Plant Supervisor/ORC
Certified Mail 7019 1640 0001 8012 6688
www.cityofshelby.com
NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit Number
NC0027197
If you are completing this form in computer use the TAB key or the up - down arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
Facility Name
Mailing Address
City
State / Zip Code
Telephone Number
Fax Number
e-mail Address
City of Shelby
Shelby Water Treatment Plant
PO Box 207
Shelby
NC 28151-0207
(704)484-6840
(704)484-6808
david.hux@cityofshelby.com
2. Location of facility producing discharge:
Check here if same as above ❑
Street Address or State Road
City
State / Zip Code
County
801 West Grover Street
Shelby
NC 28150
Cleveland
3. Operator Information:
Name of the firm, consultant or other entity that operates the facility. (Note that this is not referring to the
Operator in Responsible Charge or ORC)
Name
Mailing Address
City
State / Zip Code
Telephone Number
Fax Number
4. Ownership Status:
Federal
o
City of Shelby
PO Box 207
Shelby
NC 28151-0207
(704)484-6840
(704)484-6808
State ❑
5. Type of treatment plant:
Private ❑ Public
Page 1 of 3 Version 5/2012
NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
® Conventional (Includes coagulation, flocculation, and sedimentation, usually followed by
filtration and disinfection)
❑ Ion Exchange (Sodium Cycle Cationic ion exchange)
❑ Green Sand Filter (No sodium recharge)
❑ Membrane Technology (RO, nanofiltration)
Check here if the treatment process also uses a water softener
6. Description of source water(s) (i.e. groundwater, surface water)
Surface Water - Primary Intake First Broad River, Secondary Intake Broad River
7. Describe the treatment process(es) for the raw water:
Water is pumped from the river into a series of three reservoirs at the WTP. The raw water
is mixed and chemicals are added for coagulation. After mixing in the flocculators (12)
water flows into the settling basins (10) for solids settling and removal. The water then
flows through the filters (8) for filtering. After the filters corrosion inhibitor, fluoride, and
chlorine are added to the finish water and then pumped to the distribution system.
8. Describe the wastewater and the treatment process(es) for wastewater generated by the
facility:
Some storm water from the facility, online analyzer discharge water, filter backwash water,
wash down water, and residuals from the sedimentation basins flow to the residuals
lagoons. Backwash water is dechlorinated with sodium thiosulfate prior to entering the
lagoons. The discharge is analyzed periodically and flow discharge is measured. Reject
flow listed in item 11 below is an annual average of discharge from the lagoons and
includes other flows as listed above.
9. Number of separate discharge points: 1
Outfall Identification number(s) 001
10. Frequency of discharge:
Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: 7 days
11. Plant design potable flowrate 12 MGD
Backwash or reject flow 0.096 MGD
Duration: 4 to 6 hours
12. Name of receiving stream(s) (Provide a map showing the exact location of each outfall, including
latitude and longitude):
Unnamed tributary of the First Broad River
13. Please list all water treatment additives, including cleaning chemicals or disinfection
treatments, that have the potential to be discharged.
Alum / aluminum sulfate
Iron sulfate / ferrous sulfate
Yes X No
Yes No X
Page 2 of 3 Version 5/2012
NPDES PERMIT APPLICATION - SHORT FORM C - WTP
For discharges associated with water treatment plants
Fluoride Yes X No
Ammonia nitrogen / Chloramines Yes No X
Zinc -orthophosphate or sweetwater CP1236 Yes No X
List any other additives below:
Chlorine, Carbon, Caustic, sodium thiosulfate and F35 corrosion inhibitor
14. Is this facility located on Indian country? (check one)
Yes ❑ No
15. Additional Information:
Provide a schematic of flow through the facility, include flow volumes at all points in
the water treatment process. The plan should show the point[s] of addition for
chemicals and all discharges routed to an outfall [including stormwater].
Solids Handling Plan
16. NEW Applicants
Information needed in addition to items 1-15:
New applicants are highly encouraged to contact a permit coordinator with the
NCDENR Customer Service Center.
Was the Customer Service Center contacted? ❑ Yes ❑ No
- Analyses of source water collected
Engineering Alternative Analysis
Discharges from Ion Exchange and Reverse Osmosis plants shall be evaluated using a
water quality model.
17. Applicant Certification
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
David W Hux
Director of Water Resources
P inted narnof Per Signing Title
Signature of Applicant ' Date
North Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false statement representation, or certification in any application,
record, report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management Commission implementing that
Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method required to be operated or maintained under Article 21
or regulations of the Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by
imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or imprisonment not more than 5
years, or both, for a similar offense.)
Page 3 of 3
Version 5/2012
)Pumping
Capacity
14 MGD
City of Shelby - Water Treatment Plant
Schematic
Flows > 8.0 MGD
•
Floc
Floc
Floc
Flows > 8.0 MGD
Floc
Floc
Floc
•Rowimiumoc‘
Flows > 8.0 MGD
IIIVault/Splitter Box Clear Well
Flocculator Pumping Station '+
IIISettling Basins III Hi Service Pumps
IIFilters (2 MGD each) Residuals Lagoons
Alum ' Caustic Carbon C donne
Sodium Thiosulfate Fluoride
Copper Sulfate
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
Reservoir
Mixer
NPDES
Discharge
Solids
Corrosion Inhibitor
To Distribution
8.0 MGD
SI1e11)'A4
4
Map Produced By:
City of Shelby
GIS Office
Map Information.
Datum: NAD 1983
Coordinate- Stale Plane
Zone: North Carolina 3200
Shelby Water Treatment
NPDES Discharge Outfall 001
Scale: 1" = 200`
Outfal 1001
81°33'36' W
35°18'6"N
Date. 12/21/07
Any zoning data contained in this map
is an approximate representation of the
zoning boundaries of the city of Shelby
and should not be interpreted as an
atheist boundary.
This reap is not a substitute for an actual
survey.This map is not to be used for
conwyances.Utility locations shown lire
appmsimate.This map should not be
used as a definitive means to locate
utility features.
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
City of Shelby Water Treatment Plant; NC0027197
Renewal
Broad
Sludge Management Plan
For
City of Shelby Water Treatment Plant
NPDES Permit # NC0027197
The City of Shelby operates a 12.0 MGD Water Treatment Facility located on 801 W. Grover Street. The
Water Treatment Facility has an NPDES Permit with the State of North Carolina to discharge water to an
unnamed tributary of the First Broad River. The water discharged to the stream is generated by the filter
washing and solids settling basins in the water treatment process. Some storm water from the water
plant site discharges to these lagoons
The system consists of a 30-inch line conveying the backwash water and sediment to two (2) — 1.5 MG
gravity lagoons located to the west of the of the water plant. These lagoons are each equipped with 6-
inch decant lines and valves. Solids are introduced to a single basin and allowed to settle. Once solids
are settled, the operators then control the decanting while meeting the requirements set forth in the
NPDES Permit for discharge.
The other basin is completely taken out of service and allowed to dry. Once dried the residuals are
removed with heavy equipment and trucked to an approved landfill for disposal.
Back-up Options
In the event of inclement weather or problems involving the disposal of water treatment residuals, the City
of Shelby would contract with a local firm for dewatering and disposal.
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
City of Shelby
Attn: David W. Hux, Dir. of Water Resources
PO Box 207
Shelby, NC 28151
Subject: Permit Renewal
Application No. NC0027197
Shelby WTP
Cleveland County
NORTH CAROLINA
Environmental Quality
November 21, 2019
Dear Applicant:
The Water Quality Permitting Section acknowledges the November 21, 2019 receipt of your permit renewal application
and supporting documentation. Your application will be assigned to a permit writer within the Section's NPDES WW
permitting branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq. nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerely,
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiche File w/application
North Caro raDepartrnentofEnvronmental Quality I DivsionofWater Resources
Mooresv e Reg ona Off oe €1OEast Center Avenue, Suite 301I Macresv;e,North Caro±°na28115
704$o3-1699
From:
To:
Cc:
Subject:
Date:
Hux, David
Carpenter, Sydney
Greene, Brad; Wilkie, Billy; Nicholas Payne
[External] RE: Final Permit for Shelby WTP (NC0027197)
Friday, September 17, 2021 9:11:10 AM
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to Report Spam.
We have received the revised permit.
David Hux
Director of Water Resources
City of Shelby
PO Box 207
Shelby, North Carolina 28151-0207
Phone 704-484-6840
Shelby
NORTH CAROLIN
From: Carpenter, Sydney <sydney.carpenter@ncdenr.gov>
Sent: Thursday, September 16, 2021 5:06 PM
To: Hux, David <David.Hux@cityofshelby.com>
Cc: Greene, Brad <Brad.Greene@cityofshelby.com>; Wilkie, Billy <Billy.Wilkie@cityofshelby.com>;
Nicholas Payne <nicholas.payne@cityofshelby.com>
Subject: Final Permit for Shelby WTP (NC0027197)
Hello,
The renewed permit for Shelby WTP (NC0027197) has been issued. Please respond to this email
confirming that you received the attached document(s), were able to open and view the
document(s) and have saved/printed a copy for your records.
Thanks,
Sydney Carpenter
Environmental Specialist 1
Compliance and Expedited Permitting Unit
Division of Water Resources
N.C. Department of Environmental Quality
Office: 919-707-3712
sydney.carpenter@ncdenr.gov
1617 Mail Service Center
Raleigh, NC 27699-1617
�EQ
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Hux, David <David.Hux@cityofshelby.com>
Sent: Thursday, September 2, 2021 4:49 PM
To: Carpenter, Sydney <sydney.carpenter@ncdenr.gov>
Cc: Greene, Brad <Brad.GreenePcityofshelby.com>; Wilkie, Billy<Billy.WilkiePcityofshelby.com>;
Nicholas Payne <nicholas.payne@cityofshelby.com>
Subject: RE: [External] RE: Draft NPDES Permit for Shelby WTP (NC0027197)
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to Report Spam.
Electronic transmittal is acceptable.
Thanks
David Hux
Director of Water Resources
City of Shelby
PO Box 207
Shelby, North Carolina 28151-0207
Phone 704-484-6840
Shelbv_
From: Carpenter, Sydney <sydney.carpenter@ncdenr.gov>
Sent: Thursday, September 2, 2021 11:00 AM
To: Hux, David <David.Hux@cityofshelby.com>
Subject: RE: [External] RE: Draft NPDES Permit for Shelby WTP (NC0027197)
Hi David,
The permit renewal for Shelby WTP is in the last stage of the renewal process and awaiting final
review and signature by my supervisor. Once the permit is issued, we can either send you a hard
copy via mail or an electronic copy (in pdf format) via email.
If you are okay with the transmittal of documents related to your permitting and related activities
with the Division in an electronic format, then please respond to this email with your approval.
Thanks,
Sydney Carpenter
Environmental Specialist 1
Compliance and Expedited Permitting Unit
Division of Water Resources
N.C. Department of Environmental Quality
Office: 919-707-3712
sydney.carpenter@ncdenr.gov
1617 Mail Service Center
Raleigh, NC 27699-1617
C)-e
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Young, Brianna A <Brianna.Young@ncdenr.gov>
Sent: Wednesday, September 1, 2021 3:48 PM
To: Hux, David <David.HuxPcityofshelby.com>
Cc: Carpenter, Sydney <sydney.carpenter@ncdenr.gov>
Subject: RE: [External] RE: Draft NPDES Permit for Shelby WTP (NC0027197)
David,
I am no longer working with the Division of Water Resources. Sydney Carpenter (copied on this
email) has taken over the renewal of the Shelby WTP NPDES permit.
Sydney, can you please provide David a status update?
Thank you,
Brianna Young, MS (she/her)
Environmental Program Consultant
Industrial Individual Permits Coordinator
Stormwater Program
NC DEQ/ Division of Energy, Mineral, and Land Resources (DEMLR)
Brianna.Youngc ncdenr.gov (e-mail preferred during State of Emergency)
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely
or are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public
access to appointments only. Please check with the appropriate staff before visiting our offices, as we may be able
to handle your requests by phone or email. We appreciate your patience as we continue to serve the public during
this challenging time.
From: Hux, David <David.HuxPcityofshelby.com>
Sent: Wednesday, September 1, 2021 3:10 PM
To: Young, Brianna A <Brianna.YoungPncdenr.gov>
Subject: [External] RE: Draft NPDES Permit for Shelby WTP (NC0027197)
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to Report Spam.
Do you have an idea when will we receive final NPDES permit?
Thanks
David Hux
Director of Water Resources
City of Shelby
PO Box 207
Shelby, North Carolina 28151-0207
Phone 704-484-6840
Shelby
NORTH CAROLIN
From: Young, Brianna A <Brianna.Young@ncdenr.gov>
Sent: Tuesday, July 13, 2021 7:05 AM
To: Hux, David <David.Hux@cityofshelby.com>
Subject: Draft NPDES Permit for Shelby WTP (NC0027197)
Good morning,
Attached is the draft NPDES permit for the Shelby WTP (NC00271697), which has been submitted to
public notice. A hard copy of this permit has been placed in the mail to Rick Howell, City Manager.
Please provide any comments by August 12, 2021.
Thank you,
Brianna Young, MS (she/her)
Environmental Specialist II
Compliance and Expedited Permitting Unit
NC DEQ/ Division of Water Resources
Brianna.YoungPncdenr.gov (e-mail preferred during State of Emergency)
919-707-3619 (office)
Mailing address: 1617 Mail Service Center, Raleigh, NC 27699-1617
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely
or are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public
access to appointments only. Please check with the appropriate staff before visiting our offices, as we may be able
to handle your requests by phone or email. We appreciate your patience as we continue to serve the public during
this challenging time.
***This message came from outside the City of Shelby network. Please be careful in opening
attachments you are not expecting or clicking on links in messages. If you have any questions, please
contact Mark at 6858 or Jeff at 6578.***
***This message came from outside the City of Shelby network. Please be careful in opening
attachments you are not expecting or clicking on links in messages. If you have any questions, please
contact Mark at 6858 or Jeff at 6578.***
***This message came from outside the City of Shelby network. Please be careful in opening
attachments you are not expecting or clicking on links in messages. If you have any questions, please
contact Mark at 6858 or Jeff at 6578.***