NC0044440_Permit (Issuance)_20120312

NPDES DOCUHENT SCANNING COVER SHEET
NPDES Permit:
NC0044440
Cherryville WWTP
Document Type:
ermit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Technical Correction
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
March 12, 2012
This document is printed on reuse paper - ignore any
content on the re-srerse side

ATIA,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director Secretary
March 12, 2012
Mr. David P. Hodgkins
City Manager
City of Cherryville
116 South Mountain Street
Cherryville, NC 28021
Subject: Issuance of NPDES Permit Renewal
NC0044440
Cherryville WWTP
Gaston County
Class WW3
Dear Mr. Hodgkins:
The Division of Water Quality (Division) personnel have reviewed and approved your application for renewal of the
subject permit. Accordingly, we are forwarding the attached NPDES discharge permit. It is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina
and the U.S. Environmental Protection Agency dated October 15, 2007, or as subsequently amended.
The following changes have been made from the current permit:
• In your renewal application, you requested instream monitoring for fecal coliform bacteria be deleted
from the permit requirements due to the low level of fecal coliform discharged. In keeping with the
Division's permitting strategy for instream monitoring, the requirement for instream monitoring for
fecal coliform and for conductivity have been removed from the permit. You also requested that
monitoring for ammonia -nitrogen be reduced to one time per week year-round. This change has been
accepted; ammonia -nitrogen monitoring has been changed to one time per week year-round.
• Footnote 4 regarding pH of the effluent have been moved up to the Limits table and removed from the
footnotes. The remaining footnotes have been renumbered.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] t FAX: [phone] Customer Service: 1-877-623-6748
Internet http: I I h2o.state.nc.us
An Equal Opportunity 1 Affumative Action Employer
None Carolina
A7aturaIIij

• Footnote 5 regarding TRC (new footnote 4) has been updated per the Division's permitting
strategy for TRC that accepts a TRC result from an NC accredited laboratory reported as less
than 50 pg/ L as compliant with the permit.
• In keeping with EPA requirements, the requirement for an annual Effluent Pollutant Scan has
been changed to requiring three scans over the permit life. Please refer to Condition A.(3).
If any parts, measurement frequencies, or sampling requirements contained in this permit are unacceptable, you have the
right to an adjudicatory hearing upon written request within thirty (30) days after receiving this letter. Your request must
take the form of a written petition conforming to Chapter 150B of the North Carolina General Statutes, and must be
filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, North Carolina 27699-6714.
Unless such demand is made, this permit remains final and binding.
This permit is not transferable except after notifying the Division of Water Quality. The Division may modify and re-
issue, or revoke this permit. Please notice that this permit does not affect your legal obligation to obtain other permits
required by the Division of Water Quality, the Division of Land Resources, the Coastal Area Management Act, or other
federal or local governments.
If you have questions, or if we can be of further service, please contact Jim McKay at [e-mail] or call
[phone].
Sincerely,
i91/14IIV.Yv^v�w
f&(
Enclosure: NPDES Permit FINAL NC0044440
Charles Wakild, P.E.
cc: Mooresville Regional Office, Surface Water Protection with Fact Sheet
EPA Region 4, Atlanta, with Fact Sheet and RPA - via email
NPDES Unit
Central Files
Aquatic Toxicology, Susan Meadows - via email
Larry Wright, Plant Supervisor/ ORC - via email: [e-mail]

Permit No. NC0044440
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and
the Federal Water Pollution Control Act, as amended,
City of Cherryville
is hereby authorized to discharge wastewater from a facility located at
Cherryville (Tot Dellinger) Wastewater Treatment Plant
NCSR 1637
north of Cherryville
Gaston County
to receiving waters designated as Indian Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II,
III and IV hereof.
This permit shall become effective April 1, 2012.
This permit and authorization to discharge shall expire at midnight on July 31, 2015
Signed this day March 12, 2012.
elAyD`Charles Wakild, P.E., Director
ivision of Water Quality
By Authority of the Environmental Management Commission

Permit No. NC0044440
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby revoked. As of this
permit issuance, any previously issued permit bearing this number is no longer effective. Therefore, the exclusive
authority to operate and discharge from this facility arises under the permit conditions, requirements, terms, and provisions
included herein.
City of Cherryville
is hereby authorized to:
1. Continue to operate a 2.0 MGD wastewater treatment facility consisting of a bar screen,
grit removal, dual oxidation ditches, dual secondary clarifiers, chlorine disinfection,
dechlorination system, flow measurement, cascade aeration, aerated sludge holding tank,
sludge storage lagoon located at the Cherryville Wastewater Treatment Plant, Tot
Dellinger Road, Gaston County, and
2. Discharge from said treatment works at the location specified on the attached map into
Indian Creek, which is classified C waters in the Catawba River Basin.

Permit No. NC0044440
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Permit No. NC0044440
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is
Authorized to discharge treated wastewater from outfall 001. Such discharges shall be limited and monitored
by the Permittee as specified below:
UENT
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Flow
2.0 MGD
Continuous
Recording
Influent or Effluent
BOD5 2
30.0 mg/L
45.0 mg/L
3/Week
Composite
Influent and Effluent
Total Suspended Solids2
30.0 mg/L
45.0 mg/L
3/Week
Composite
Influent and Effluent
NH3 as N
(April 1 - October 31)
17.0 mg/ L
35.0 mg/ L
Weekly
Composite
Effluent
NH3 as N
(November 1 -
March 31)
Weekly
Composite
Effluent
Dissolved Oxygen 3
3/Week
Grab
Effluent,
Upstream & Downstream
Fecal Coliform
200/100
mL
400/100
mL
3/Week
Grab
Effluent
pH
6.0'S.U. <_ pH < 9.0 S.U.
3/Week
Grab
Effluent
Total Residual
Chlorine 4
28 µg/L
3/Week
Grab
Effluent
Temperature
3/Week
Grab
Effluent,
Upstream & Downstream
Total Nitrogen
Monthly
Composite
Effluent
Total Phosphorus
Monthly
Composite
Effluent
Chronic Toxicity 5
Quarterly
Composite
Effluent
Cyanide
Quarterly
Grab
Effluent
Total Copper
Quarterly
Composite
Effluent
Total Zinc
Quarterly
Composite
Effluent
Effluent Pollutant Scan
Footnote 6.
Footnote 6.
Effluent
Notes
1. Upstream = at least 100 feet upstream from the outfall. Downstream = at NCSR 1002. Upstream and downstream
samples shall be grab samples. Instream samples shall be grab samples collected three times per week from June 1
through September 30 and once per week during the remaining months of the year.
2. The monthly average effluent BODS and Total Suspended Solids concentrations shall not exceed 15% of the respective
influent value (85% removal).
3. The daily average dissolved oxygen concentration shall not be less than 6.0 mg/L.
4. The Division shall consider all effluent TRC values reported below 50 ug/L to be in compliance with the permit.
However, the Permittee shall continue to record and submit all values reported by a North Carolina certified laboratory
(including field certified), even if these values fall below 50 ug/L.
5. Chronic Toxicity (Ceriodaphnia) P/F @ 34%: March, June, September and December (See A. (2.)).
6. The permittee shall perform three Effluent Pollutant Scans during the term of this permit [see A. (3)].
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit No. NC0044440
A. (2.) CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodaphnia
dubia at an effluent concentration of 34 %.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North Carolina
Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina Phase II
Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The tests will be performed
during the months of March, June, September and December. Effluent sampling for this testing shall be performed at the
NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit limit, then
multiple -concentration testing shall be performed at a minimum, in each of the two following months as described in "North
Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest concentration
having no detectable impairment of reproduction or survival and the lowest concentration that does have a detectable impairment
of reproduction or survival. The definition of "detectable impairment," collection methods, exposure regimes, and further
statistical methods are specified in the `North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -
February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form
(MR-1) for the months in which tests were performed, using the parameter code TGP3B for the pass/fail results and THP3B for
the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the following address:
Attention: NC DENR / DWQ / Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30 days after the end
of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all concentration/response data,
and be certified by laboratory supervisor and ORC or approved designate signature. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the permittee will
complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit number, pipe
number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the form. The report
shall be submitted to the Environmental Sciences Section at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be required during
the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality
indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring
requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival,
minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will require
immediate follow-up testing to be completed no later than the last day of the month following the month of the initial monitoring.

Permit No. NC0044440
A. (3.) EFFLUENT POLLUTANT SCAN
The Permittee shall perform a total of three (3) Effluent Pollutant Scans for all parameters listed below. One scan must be
performed in each of the following years: 2012, 2013, and 2014. Analytical methods shall be in accordance with 40 CFR Part
136 and shall be sufficiently sensitive to determine whether parameters are present in concentrations greater than applicable
standards and criteria. Samples should be collected with one quarterly toxicity test each year, and must represent seasonal
variation [i.e., do not sample in the same quarter every year]. Unless otherwise indicated, metals shall be analyzed as "total
recoverable."
Ammonia (as N)
Chlorine (total residual, TRC)
Dissolved oxygen
Nitrate/Nitrite
Kjeldahl nitrogen
Oil and grease
Phosphorus
Total dissolved solids
Hardness
Antimony
Arsenic
Beryllium
Cadmium
Chromium
Copper
Lead
Mercury (EPA Method 1631E)
Nickel
Selenium
Silver
Thallium
Zinc
Cyanide
Total phenolic compounds
Volatile organic compounds:
Acrolein
Acrylonitrile
Benzene
Bromoform
Carbon tetrachloride
Chlorobenzene
Chlorodibromomethane
Chloroethane
2-chloroethylvinyl ether
Chloroform
Dichlorobromomethane
1,1-dichloroethane
1,2-dichloroethane
Trans-1,2-dichloroethylene
1,1-dichloroethylene
1,2-dichloropropane
1,3-dichloropropylene
Ethylbenzene
Methyl bromide
Methyl chloride
Methylene chloride
1,1,2,2-tetrachloroethane
Tetrachloroethylene
Toluene
1,1,1-trichloroethane
1,1,2-trichloroethane
Trichloroethylene
Vinyl chloride
Acid -extractable compounds:
P-chloro-m-cresol
2-chlorophenol
2,4-dichlorophenol
2,4-dimethylphenol
4,6-dinitro-o-cresol
2,4-dinitrophenol
2-nitrophenol
4-nitrophenol
Pentachlorophenol
Phenol
2,4,6-trichlorophenol
Base -neutral compounds:
Acenaphthene
Acenaphthylene
Anthracene
Benzidine
Benzo(a)anthracene
Benzo(a)pyrene
3,4 benzofluoranthene
Benzo(ghi)perylene
Benzo(k)fluoranthene
Bis (2-chloroethoxy) methane
Bis (2-chloroethyl) ether
Bis (2-chloroisopropyl) ether
Bis (2-ethylhexyl) phthalate
4-bromophenyl phenyl ether
Butyl benzyl phthalate
2-chloronaphthalene
4-chlorophenyl phenyl ether
Chrysene
Di-n-butyl phthalate
Di-n-octyl phthalate
Dibenzo(a,h)anthracene
1,2-dichlorobenzene
1,3-dichlorobenzene
1,4-dichlorobenzene
3,3-dichlorobenzidine
Diethyl phthalate
Dimethyl phthalate
2,4-dinitrotoluene
2,6-dinitrotoluene
1,2-diphenylhydrazine
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclo-pentadiene
Hexachloroethane
Indeno(1,2,3-cd)pyrene
Isophorone
Naphthalene
Nitrobenzene
N-nitrosodi-n-propylamine
N-nitrosodimethylanune
N-nitrosodiphenylamine
Phenanthrene
Pyrene
1,2,4-trichlorobenzene
Reporting. Test results shall be reported on DWQ Form -A MR-PPA 1 (or in a form approved by the Director) by December
31 n of each designated sampling year. The report shall be submitted to the following address: NC DENR / DWQ / Central
Files, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617.

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0044440
Facility Information
Applicant/Facility Name:
City of Cherryville- Cherryville WWTP
Applicant Address:
116 South Mountain Street Cherryville, N.C. 28021
Facility Address:
736 Tot Dellinger Road
Permitted Flow
2.0 MGD
Type of Waste:
100% Domestic
Facility/Permit Status:
Renewal
Facility Classification
III
County:
Gaston
Miscellaneous
Receiving Stream:
Indian Creek
Regional Office:
Mooresville
Stream Classification:
C
USGS Topo Quad/
State Grid:
Cherryville/ F13NE
303(d) Listed?:
Not on 2010 list
Permit Writer:
Jim McKay
Subbasin:
03-08-35
Date:
December 21, 2011
Drainage Area (mi2):
46.4
Summer 7Q10 (cfs)
6.1
Winter 7Q10 (cfs):
16.0
Average Flow (cfs):
58
IWC (%):
34
Primary SIC Code:
4952
SUMMARY OF FACILITY INFORMATION AND WASTELOAD ALLOCATION
The City of Cherryville is requesting renewal of the Cherryville WWTP NPDES permit. This facility is
a major municipal treatment plant operating in Gaston County, that serves 5,000 people. The facility has
permitted flow of 2.0 MGD discharging into Indian Creek, a class C stream. The City has a separate
sewer collection system. The only significant industrial user has ceased operation; the WWTP is
currently 100% domestic.
TOXICITY TESTING:
Current Requirement:
Proposed Requirement:
Chronic Toxicity P/F @ 34%; March, June, September, December
Chronic Toxicity P/F @ 34%; March, June, September, December
Toxicity Test Results: Facility has consistently passed the toxicity test from March 2007 through
September 2011.
REASONABLE POTENTIAL ANALYSIS:
The following parameters are monitored through the permit: CN, Cu, and Zn. A reasonable potential
analysis was conducted for all three. No reasonable potential to exceed water quality standards was
shown for these three parameters; monitoring will remain quarterly.
COMPLIANCE SUMMARY:
DMRs have been reviewed for the period January 2009 through April 2011. The facility has a good
compliance record. They had some problems around 2002, but no violations were reported for the time
span reviewed. Monthly Average flow varied from 0.289 to 0.771 MGD, with an average of 0.449
MGD, which is about 22.5% of permitted flow.
Cherryville WWTP Fact Sheet
NPDI:;S Renewal
Page 1

A compliance evaluation inspection conducted on March 02, 2010 found no problems. The inspection
report stated that no violations were reported in the previous year (January - December 2009). All
records, reports and logs were complete and up to date. The report did discuss the rusted condition of the
bar screen, which had been noted in earlier inspections, but stated that replacement has been budgeted in
the current budget.
The removal rate was calculated for BOD and TSS. The BOD removal rate is 96%, and TSS removal
rate is 98%, which are both in compliance with the 85% removal rate specified in the permit.
INSTREAM MONITORING:
Instream monitoring is required for temperature, dissolved oxygen, fecal coliform, and conductivity in the
current permit. In the renewal application, the permittee requested that in -stream monitoring for fecal
coliform be removed from the permit. Based on a Guidance Regarding Conductivity and Fecal Coliform
Monitoring, dated April 22, 2002 from Susan A. Wilson to Dave Goodrich, instream monitoring will be
removed from the permit for fecal coliform and conductivity. The facility is 100% domestic and the
pretreatment program is inactive. The receiving stream is classified C.
An analysis of DO and temperature data indicated that the facility has an insignificant impact on the
water quality of the receiving stream.
PROPOSED CHANGES:
Limits and Monitoring:
• Footnote 3 for pH and footnote 5 for Total Residual Chlorine have been moved up into the
Limitations and Monitoring Requirements table and removed from the footnotes list. The remaining
footnotes have been renumbered.
• In the renewal application, the permittee requested that monitoring for ammonia -nitrogen be reduced
to once per week year-round. In keeping with 15A NCAC 02B .0508, minimum requirements for
SIC 4952 Effluent Limited, ammonia -nitrogen monitoring should be Weekly for a Class III WWTP.
ALL OTHER EXISTING PERMIT LIMITS AND MONITORING REQUIREMENTS WILL REMAIN
THE SAME.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE:
Draft Permit to Public Notice: 12/21/2011 (est.)
Permit Scheduled to Issue: 03/12/2012 (est.)
STATE CONTACT:
If you have any questions on any of the above information or on the attached permit, please contact Jim
McKay at [phone], or [e-mail].
NAME: AJ -- M ` DATE: 3 ` " AOt z
REGIONAL OFFICE COMMENT:
NAME: DATE:
Cherryville WWTP Fact Sheet
NPDES Renewal
Page 2

Cherryville
NC0044440
REASONABLE POTENTIAL ANALYSIS
Qw (MGD) = 2.00
1 Q 1 OS (cfs) = 5.08
7Q 1 OS (cfs) = 6.10
7Q1OW (cfs)= 16.00
30Q2 (cfs) = NO 30Q2 DATA
Avg. Stream Flow, QA (cfs) = 58.00
Receiving Stream: Indian Creek
WWTP/WTP Class: III
IWC ® 1 Q I OS = 37.90%
IWC @ 7Q1 OS = 33.70%
IWC c@r 7Q 1 OW = 16.23%
IWC (a� 30Q2 = NIA
IWC @QA= 5.07%
Stream Class: C
Outfall 1
Caw=2MGD. -
PARAMETER
TYPE
(1)
STANDARDS & CRITERIA (2)
-a
a
N
E.
=
m
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
NC WQS /
Chronic
Applied '
Standard
FAV /
Acute
n
# Det. Max Pred
Allowable Cw
Cw
Copper (AL)
NC
7
FW(7Q10s)
7
ug/L
11
10
14
Acute: 19.3
- — - — - — -
Chronic: 20.8
No value > Allowable Cw
No RP , Predicted Max a 50% of Allowable Cw -
continue Quarterly Monitoring
No RP , Predicted Max a 50% of Allowable Cw -
continue Quarterly Monitoring
Cyanide
NC
5
FW(7Q10s)
22
10
ug/L
11
0
5.0
Acute: 58.0
Chronic: 14.8
No value > Allowable Cw
No RP , Predicted Max < 50% of Allowable Cw -
continue Quarterly Monitoring
No RP , Predicted Max < 50% of Allowable Cw -
continue Quarterly Monitoring
Zlnc (AL)
NC
50
FW(7Q10s)
67
ug/L
11
11
106.8
Acute: 176.8
_ _ _ — - — - _ — -
Chronic-: 148.4
No value > Allowable Cw
No RP , PredictedMax a 50% of Allowable Cw -
continue Quarterly Monitoring
No RP , Predicted Max 'a 50% of Allowable Cw-
continue Quarterly Monitoring
Page 1 of 1
NC0044440-Cherryville, rpa
3/5/2012

Freshwater RPA
REQUIRED DATA ENTRY
Table 1. Project Information
❑ CHECK if HOW or ORW only
Facility Name
WWTPIWTP Grade
NPDES Permit
O utfal I
Flow, Qw (MGD)
Receiving Stream
Stream Class
7Q10s (cfs)
7Q10w (cfs)
30Q2 (cfs)
QA (cfs)
1Q10s (cfs)
Data Source(s)
❑ CHECK for MODEL
Cherryville
III
NC0044440
001
2.0
Indian Creek
C
6.1
16.0
58.0
5.08
3/1/2009 - 9/30/2011
Follow directions for data entry. In some cases a
comment menu list the available choices or a
dropdown menu will provide a list you may select
from. Error message occur if data entry does not
meet input criteria.
Table 2. Parameters of Concern
Par01
Par02
Par03
Par04
Par05
Par06
Par07
ParOB
Par09
Par10
Par11
Par1 2
Par13
Par14
Par15
Par16
Par17
Par1B
Par19
Par20
Par21
Par22
Name
Type Chronic -'e2r Acute
POL Units
Arsenic
C
50
FW
ug/L
Arsenic
C
10
HHANS
ug/L
Beryllium
NC
6.5
FW
ug/L
Cadmium
NC
2
FW
15
ug/L
Chlorides (AL)
NC
230
FW
mglL
Chlorinated Phenolic Compounds
NC
1
A
ug/L
Total Phenolic Compounds
NC
300
A
ug/L
Chromium
NC
50
FW
1,022
ug/L
Copper (AL)
NC
7
FW
7.3
ug/L
Cyanide
NC
5
FW
22
10
ug/L
Fluoride
NC
1,800
FW
ug/L
Lead
NC
25
FW
33.8
ug/L
Mercury
NC
12
FW
0.5
ng/L
Molybdenum
NC
2,000
HH
ug/L
Nickel
NC
88
FW
261
ug/L
Selenium
NC
5
FW
56
ug/L
Silver (AL)
NC
0.06
FW
1.23
ug/L
Zinc (AL)
NC
50
FW
67
ug/L
NC0044440-Cherryville, input
3/5/2012

REASONABLE POTENTIAL ANALYSIS
Copper (AL)
Date Data BDL=1/2DL Results
1 09/13/11 8.5 8.5 Std Dev.
2 06/14/11 < 5 2.5 Mean
3 03/08/11 5.9 5.9 C.V.
4 12/14/10 5.7 5.7 n
5 09/14/10 5 5
6 06/08/10 8.2 8.2 Mult Factor =
7 03/09/10 5 5 Max. Value
8 12/08/09 6.5 6.5 Max. Pred Cw
9 09/15/09 5.9 5.9
10 06/09/09 7.7 7.7
11 03/10/09 7 7
12
SPECIAL- Cyanide SPECIAL.-
Values"WITH Values" WITH
"COPY" Date Data BDL=1/2DL Results "COPY"
1.7106 1 09/13/11 < 10 5 Std Dev. 0.0000
6.1727 2 06/14/11 < 10 5 Mean 5.00
0.2771 3 03/08/11 < 10 5 C.V. 0.0000
11 4 12/14/10 < 10 5 n 11
5 09/14/10 < 10 5
1.69 6 06/08/10 < 10 5 MuIt Factor = 1.00
8.5 ug/L 7 03/09/10 < 10 5 Max. Value 5.0 ug/L
14.4 ug/L 8 12/08/09 < 10 5 Max. Pred Cw 5.0 ug/L
9 09/15/09 < 10 5
10 06/09/09 < 10 5
11 03/10/09 < 10 5
12
-2-
NC0044440-Cherryville, data
3/5/2012

REASONABLE POTENTIAL ANALYSIS
Zinc (AL)
Date Data BDL=1/2DL Results
1 09/13/11 59 59 Std Dev. 12.8707
2 06/14/11 44 44 Mean 43.3636
3 03/08/11 48 48 C.V. 0.2968
4 12/14/10 56 56 n 11
5 09/14/10 20 20
6 06/08/10 36 36 Mult Factor =
7 03/09/10 61 61 Max. Value
8 12/08/09 31 31 Max. Pred Cw
9 09/15/09 44 44
10 06/09/09 31 31
11 03/10/09 47 47
12
SPECIAL -
Values" W1TH
"COPY"
1.75
61.0 ug/L
106.8 ug/L
NC0044440-Cherryville, data
- 3 - 3/5/2012

Note to File:
Date: 3/5/2012
In a telephone call, Pamala Myers of EPA Region 4/ Atlanta stated that EPA has no comments regarding
the draft renewal for NC0044440, City of Cherryville.
PA7

Mckay, James
From: Mckay, James
Sent: Thursday, January 05, 2012 8:52 AM
To: 'Pamala Myers'
Subject: RE: NC0044440, draft for Cherryville WWTP
Good morning Pamela,
I don't know what happened to the information package, but I have contacted the plant to
request another application package. I will send it to you as soon as it arrives here.
Best regards,
Jim McKay, Environmental Engineer
NC DENR / Division of Water Quality / Surface Water Protection Section Point Source Branch
1617 Mail Service Center, Raleigh, NC 27699-1617
919/807-6404 (work); 919/807-6495 (fax)
**Please note, my email address has. changed to [e-mail]
E-mail correspondence to and from this address may be subOect to the North Carolina Public
Records law and may be disclosed to third parties.
Original Message
From: Pamala Myers fmailto:Myers.Pamala0epamail.epa.Rov1
Sent: Wednesday, January 04, 2012 4:36 PM
To: Mckay, James
Subject: NC0044440, draft for Cherryville WWTP
Hello Jim,
I hope this finds you well.
I have your draft for Cherryville WWTP, but didn't get the PPA data or
the 2A Form data for the A.12 table or the B.6 Table data.
Can you see if that's available and send it to me, otherwise I have to
consider this application incomplete.
Call if you need to discuss, thanks.
Pamala Myers
404.562.9421
myers.pamala0epa.gov
Environmental Engineer and Technical Advisor 1 Pollution Control and
Implementation Branch
Water Protection Division 1 Municipal and Industrial NPDES Section
U.S. EPA, Region 4 1 61 Forsyth St. SW 1 Atlanta, GA 30303
1

City of C4ezyville
LARRY G. WRIGHT N
Plant Supervisor
1, 20 { 2.
/,,how fn"y Concern,
Pectse_ -i24\\4\ tinCioSeA C tes
ask -cor c a►r - T hAv e Imo, ' Ah' n v VA- •
-
WASTEWATER PLANT
116 South Mountain Street
North Carolina 28021
Phone: [phone]
FAX [phone]
www.cityofcherryvile.com
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PUBLIC NOTICE
North Carolina
Environmental
Management Commission/
NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Notice of Intent to Issue
a NPDES Wastewater
Permit
The North Carolina Envi-
ronmental Management
Commission proposes 10
issue a NPDES waste-
water discharge permit to
the person(s) listed below.
Written comments regard-
ing the proposed permit
will be accepted until 30
days after the publish date
of this notice. The Director
of the NC Division of
Water Quality (DWQ) may
hold a public hearing
should there be a signifi-
cant degree of public inter-
est. Please mail comments
and/or information re-
quests to DWQ at the
above address. Interested
persons may visit the
DWQ at 512 N. Salisbury
Street, Raleigh, NC to re-
view information on file.
Additional information on
NPDES permits and this
notice may be found on our
website: MI/portal.
rtcdenrordw§0424;§&ci
es/calendar, or by call-
ing [phone].
The City of Cherryville has
applied for renewal of per-
mit NC0044440 for the
Cherryville WWTP in Gas-
ton County. This permitted
discharge is treated do-
mestic wastewater to In-
dian Creek in the Catawba
River Basin.
1 C-December 23, 2011
AFFIDAVIT OF INSERTION OF ADVERTISMENT
The Gaston Gazette
Gastonia, N.C.
Gaston County
The Gaston Gazette does certify that the advertisement for:
PUBLIC NOTICE North Carolina Environmental Management Commission/ NPDES Unit
1617 Mail Service
Measuring 6.21 inches appeared in The Gaston Gazette, a newspaper published in
Gaston County, Gastonia, N.C., in issue(s):
12/23/2011.
Name of Account: NCDENR/DWQ/Point Source Branch
Order Number: 54504188
Ad Number: 54566853
text GS504186 to
56654Sworn to, and subscribed before me this 23 rd day of December, 2011.
Tina McCombs, Notary Public
My Commission Expires July 4, 2012

Facility:
NC0044440
Prepared By:
IWC Calculations
Cherryville WWTP
Jim McKay
Enter Design Flow (MGD):
Enter s7Q10 (cfs):
Enter w7Q10 (cfs):
2.0
6.1
16.0
Total Residual Chlorine (TRC)
Daily Maximum Limit (ug/I)
s7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
Upstream Bkgd (ug/l)
IWC (%)
Allowable Conc. (ug/l)
Fecal Coliform
Monthly Average Limit:
(If DF >331; Monitor)
(If DF<331; Limit)
Dilution Factor (DF)
6.1
2
3.1
17.0
0
33.70
50
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)
2001100m1 DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
2.97 Upstream Bkgd (mg/I)
IWC (%)
Allowable Conc. (mg/1)
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); capped at 35 mg/I
3. Monthly Avg limit x 5 = Daily Max limit (Non-Munis); capped at 35 mg/I
4. BAT for Minor Domestics: 2 mg/I (summer) and 4 mg/I (winter)
5. BAT for Major Municipals: 1 mg/I (year-round)
12/9/2011
6.1
2
3.1
1.0
0.22
33.70
2.5
16
2
3.1
1.8
0.22
16.23
10.0
Fecal Coliform
1. Monthly Avg limit x 2 = 400/100 ml = Weekly Avg limit (Municipals) = Daily Max limit (Non -Muni)
NPDES Server/Current Versions/WLA; TB 1/16/2009

SOC PRIORITY PROJECT: No
To: Western NPDES Unit
Surface Water Protection Section
Attention: James McKay
Date: February 1, 2010
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Gaston
NPDES Permit No.: NC0044440
PART I - GENERAL INFORMATION
1. Facility and address: City of Cherryville WWTP
116 South Main Street
Cherryville, NC 28021
2. Date of investigation: January 28, 2010
Physical Location
736 Tot Dellinger Road
Cherryville, NC 28021
3. Report prepared by: Michael L. Parker, Environmental Engineer II
4. Person contacted and telephone number: Larry Wright, WWTP Supervisor, (704)
435-1739.
5. Directions to site: From the jct. of Robert Road (SR 1636) and Tot Dellinger Road (SR
1637) just north of the City of Cherryville, travel northwest on Tot Dellinger Road 0.3
mile. The WWTP is located on the right side of Tot Dellinger Road.
6. Discharge point(s): Latitude: 35 ° 25' 02"
Longitude: 81° 21' 44"
USGS Quad No.: F 13 NE
7. Receiving stream or affected surface waters: Indian Creek
a. Classification: C
b. River Basin and Subbasin No.: Catawba 030835
c. Describe receiving stream features and pertinent downstream uses: Excellent flow
in the receiving stream at the time of the site visit. The City maintains a water
treatment plant intake 0.3 mile above the point of discharge. There are no
known dischargers for several miles below this outfall. The surrounding area is
generally rural, with agriculture being the primary usage.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Actual treatment capacity: 2.0 MGD (Design Capacity)
b. Current permitted capacity: 2.0 MGD

PART IV - EVALUATION AND RECOMMENDATIONS
Page Two
c. Description of existing or substantially constructed WWT facilities: The existing
WWT facilities consist of bar screen followed by grit removal (mechanical), a
flow splitter box, dual oxidation ditches, dual secondary clarifiers, a chlorine
contact basin, flow measurement, cascade reaeration, an aerated sludge holding
tank, a sludge storage lagoon, and sludge drying beds (not in use).
d. Description of proposed WWT facilities: There are no proposed facilities at this
time, however, the City plans to replace the existing bar screen, which is severely
corroded.
2. Compliance Background: This facility has a consistent record of compliance with effluent
limitations during 2009.
PART III - OTHER PERTINENT INFORMATION
1. Special monitoring or limitations (including toxicity) requests: The permittee has
requested the elimination of instream fecal coliform monitoring. Justification provided
by the permittee was the consistently low fecal numbers produced by the WWTP. A
review of plant effluent data supported the City's request as most values were <10
colonies per 100 ml.
The City has also requested that ammonia monitoring be reduced from three times per
week to one time per week during the months April through October. Justification
provided by the permittee included the fact that effluent ammonia values are consistent)
in the < 0.5 mg/1 range. It is this Office's understanding that based on Federal }-
Regulations and Division policy adopted in 2002, a weekly average ammonia limit is �
required as part of this permit and cannot be modified. 3/t/
nSQ,"'l
The City of Cherryville (the City) has requested renewal of the subject permit. There
have been no changes to the permit and/or the WWTP since the permit was last renewed.
Changes proposed to the WWTP/permit during this renewal are improvements to the existing bar
screen (No ATC required) and the effluent monitoring changes requested in Part III, No. 1 above.
The City is also considering asking the Division to evaluate the inclusion of tiered
effluent limits in the permit. With the loss of industrial customers and the slow growth due to
poor economic conditions, waste flows to the WWTP are averaging less than one-fourth of the
plant's hydraulic capacity. The City may request of the Division to evaluate the current effluent
limitations at tiered flows of .750 MGD and 2.0 MGD, in the chance that the lower tiered flow
may offer some relaxation of the current effluent parameters. There was no request for tiered
limits in the current permit renewal, however, the City is examining this issue and a request may
be forthcoming prior to the issuance of the draft permit.
T.141)'

Page Three
Pending a review of this renewal request by the NPDES Unit, it is recommended that the
subject permit be reissued.
ignature of Report Preparer PSat
l - z/3/la
Water Quality Regional Supervisor Date
h:\dsr\dsrl0\cherryville,dac

CARRY G. WRIGHT N
Plant Supervisor
City of C6eyvi11e
WASTEWATER PLANT
116 South Mountain Street
North Carolina 28021
Phone: [phone]
FAX: [phone]
www.cityotcherryville.com
December 31, 2009
Subject: Request Permit renewal and Parameter omission from NPDES Permit.
To whom it may concern,
I would like to request that our up/down stream fecal testing be omitted from our
permit. Our receiving waters are not an impounded body of water.
Our plant effluent outfall fecal is very low amount. We do not contribute to the up
and down stream fecal.
I would also like to request that we do NH3 only one time per week instead of
three times a week during the months of April through October.
This would let us do NH3 one time a week all year. Our plant NH3 is very little,
usually < 0.50 mg/I. We should only have to test one time per week.
We have documentation to support all if needed.
If you have any questions please feel free to contact myself or Cynthia Walters
the Lab Supervisor/Backup ORC.
Thanks,
rio.%
Larry Wright
Plant Supervisor/ORC
City of Cherryville
Wastewater Treatment Plant
[phone] -office
[phone] - cell
[e-mail]
www.citvofcherrvville.com

WATER METER
BACKFLOW PREVENTER
WV7
_WATER METER VAULT DETAIL
STORM DRAIN
WATER. METER VAULT
(SEE •DETAIL)
17
TO LICK FORK CREEK
CASCADE AERATOR
CHLORINE STORAGE BUILDING
MAINTENANCE BUILDING
CLARIFIER (TYP)
CONTROL BUILDING METER VAULT
Wv7.
ws
JUNCTION BOX
cc' OXIDATION DITCH NO.1
OXIDATION DITCH N0,2
INFLUENT FROM INFLUENT PUMP STATION
1 Ik'
i/
//
//
CHLORINE CONTACT CHAMBER
r
ODV1
RECIRCULATION PUMP STATION
STORM DRAIN
SLUDGE HOLDING TANK
DRAINAGE TO INFLUENT PUMP STATION
:SLUDGE DRYING BEDS
�O
y��
\pO 5e
------ PLANT PROCESS PIPING
-- WATER LINE
SLUDGE LINE

The Cherryville Wastewater Plant looks after five pump stations and public works looks
after the rest of the pump stations. (See numbered list 1 A)
Out of the five pump stations that we look after, three of them have lagoons or ponds.
We use these ponds as an emergency bypass when a pump goes down. These ponds have
been there since the late seventies, early eighties. None of the ponds have outlets that
discharge into a receiving stream. All have been capped off and cemented closed for
years. We only use there in an emergency and try to keep them pumped down when not
in use.
We also have a sludge holding lagoon at the plant that was put in when we started our
land application many years ago.
List of Surface Impoundments
Please see numbered location list 1A and maps for more location information.
Sludge Lagoon located at the Wastewater treatment plant.
This holds our sludge until it is land applied by a contractor.
Influent pump station pond located at our Influent pump station.
Ballard pump station pond located at our Ballard pump station.
Heavner pump station pond located at our Heavner pump station

enc. IA
CITY OF CHERRYVILLE
PUMP STATIONS
1. Wal-Mart Pump Station #1
2505 Lincolnton Highway
Cherryville NC 28021
with one pump running
Capacity: 200 gpm
2. Tot Dellinger Road Pump Station #2 Capacity: 80-100 gpm
254 Tot Dellinger Road
Cherryville NC 28021
Capacity: 60-80 gpm
3. Cedar Street Pump Station #3
104 Cedar Street
Cherryville NC 28021
4. Stonewood Estates Pump Station #4
124 Stonewood Estates
Cherryville NC 28021
5. REA Pump Station #5
518 Hephzibah Church Road
Cherryville NC 28021
Influent Pump Station
3 — 50hp pumps
812 Tot Dellinger Road
Cherryville NC 28021
Ballard Pump Station
2 — 75hp pumps
Old Post Road
Cherryville NC 28021
Heavner Pump Station
2 — 50hp pumps
Mauney Road
Cherryville NC 28021
Keystone Pump Station
2 — 20hp pumps
Sunbeam Farm Road
Cherryville NC 28021
Capacity: 90-100 gpm
Capacity: 50-60 gpm
Capacity: 2,200 gpm
average per day 1.150 MGD
Capacity: 1,750 gpm
average per day .220 MGD
Capacity: 700 gpm
average per day .090 MGD
Capacity: 175 gpm
average per day .010 MGD

10.; Country club Pump Station
2 — 25hp pumps
Roberts Road
Cherryville NC 28021
Capacity: 515 gpm
average per day .056 MGD

Map Output Page 1 of 1
'Disclaimer: The information provided is not to be considered as a Legal Document or Description. The Map and Parcel Data is believed to be accurate, but
Gaston County does not guarantee the accuracy of this information.
Print Scale 1:17968 or 1" in 1497'
Cherryville WWTP
Legend
! County_Llne
Parcels_
Parcel Lines
Roads White
Aerial Photos September
2008
http://egov 1. co.gaston.nc.us/website/ParcelDataSite/MapFrame.htm 12/31/2009

Map Output
Page 1 of 1
ern+ Sc,Ii•7: 1. Sti I•' =tali'
Cherryville WWTP Sludge
Lagoon
Legend
County_Llno
Parcels_
0 Parcel Lines
Owner Names
Roads White
Aerial Photos September
2008
'Disclaimer: The intorrrr lion provided is not to be considered as a Legal Document or Description. The Map and Parcel Data is believed to be accurate. btu
Gaston County does not guarantee the accuracy of this Information.
http://egov 1. co.gaston.nc.us/website/ParcelDataSite/MapFrame.htm 12/31/2009

Map Output
Page 1 of 1
Prilrscme,:asaser,' =716
Influent Pump Station
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http://egov 1. co.gaston. nc.us/web site/ParcelDataSite/MapFrame.htm 12/31/2009

Map Output
Page 1 of 1
Print Scale 1:4492 or 1" = 374'
HeavnerPum• Station
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Gaston Coun does not • uarantee the accurac of this information.
http ://egov 1. co.gaston. nc.us/website/ParcelDataSite/MapFrame. htm
12/31 /2009

Map Output
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Price Scale 1:5266 or 1"= 439'
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http://egov 1. co.gaston. nc. us/website/ParcelDataSite/MapFrame. htm 12/31 /2009

Map Output
Page 1 of 1
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The Information provided Is not to be considered as a Legal Document or Description. The Map and Parcel Data is believed to be accurate, but
Gaston Coun does not • uarantee the accurac of this Information.
http ://egov 1. co.gaston, nc.us/web site/ParcelDataSite/MapFrame.htm
12/31/2009

LARRY G. WRIGHT to
Plant Supervisor
December 31, 2009
Subject: Sludge management plan
To whom it may concern,
City of Chenyville
WASTEWATER PLANT
116 South Mountain Street
North Carolina 28021
Phone: [phone]
FAX: [phone]
www.cityofeherryville.com
I have enclosed our Sludge information, please see attached.
We contract our biosoilds to Synagro, they usually come one time per year and
land apply our sludge.
We have documentation to support all if needed.
If you have any questions please feel free to contact myself or Cynthia Walters
the Lab Supervisor/Backup ORC.
Thanks;
Larry Wright
/
Plant Supervisor/OF'C
City of Cherryville
Wastewater Treatment Plant
[phone] -office
[phone] - cell
Iwright(ccityofcherryville.com
www.citvotcherryville.com

APPLICATION AREA MAP
SYNAGBQ
A Residuals Management Company
Owner 14),, 4 Y4I Q/Gf.Q % 6/6-z7 — /20) Scale: 1" = 4 O I Field # e4t 3
Total Acres Siel000tter7) Net Acres ((ee 4s'ukrti44.4
CDAPPLICATION AREA — PRIVATE ROAD
STREAM
DRAIN
SURFACE WATER
FENCE
STORAGE AREA
PROPERTY LINE
0
SOUSE
FORESTED AREA
OUTBUILDING UNSUITABLE
WELL
SOIL DESCRIPTION
SUITABLE FOR
INCORPORATION,
8-12% SLOPR