NC0036196_Regional Office Historical File Pre 2018 (7)

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State of North Carolina QiS��H���ssFvv�y�RONh�E]tTug��
Department of Environment, Health and Natural Resource-6
RfG101 OfflG�
Division of Environmental Management
512 North Salisbury Street•Raleigh,North Carolina 27611 •
James B.Hunt,Jr.,Governor Jonathan B.Howes,Secretary
March 31, 1993
Rick French, City Manager
City of Newton
P.O. Box 27687
Newton, North Carolina 28658
. Subject: NPDES Permit No. NC0036196
Newton, Clark Creek WWTP
Catawba County
Dear Mr.French:
In accordance with your Draft comments on the above mentioned NPDES permit received
on December 7, 1992, the Division of Environmental Management (DEM) is forwarding herewith
responses to the comments. The responses are number as in the December 7 letter and are as
follows:
•
1. DEM disagrees with the request for the limitations and monitoring requirements to be
identical in the 5.0 MGD limitations pages as'in the 7.5 MGD limitations pages. The
limitations are based on several factors including the design flow of the plant. The North
Carolina Regulation 15A NCAC 2B .0206 (a) provides the basis for the assignment of
effluent limitations which specifies that "the flow design criteria is used in the development
of water quality based effluent limitations . . .". With this in mind the limitations shall
remain as stated in the draft permit. It should also be noted that the authorization to
construct that was issued in 1991 was not issued for an expansion to 7.5 MGD, the
authorization was issued for construction of additional treatment units to enable more
flexible operation of the 5.0 MGD facilities. A request for an authorization to construct is
still required to be submitted and approved prior to expansion to 7.5 MGD.
2. The parameters that were requested to be stated as Monthly average are considered to be
toxic substances as defined in administrative code (2B .0202 (35)). Toxic substances are
limited to protect for the no effect level of toxicity in the receiving stream and before the late
1980's the monitoring frequency for these parameters was daily to check the levels. Due to
the high costs of testing,however,the frequency was reduced to weekly but to keep the no
effect level protected the daily maximum limit was established. Therefor the daily
maximum limit.cannot be changed to monthly average or the quality of the receiving stream
would be compromised.
Regional Offices
• Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/25I-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395-3900 919896-7007
Pollution Prevention Pays
P.O.Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Page 2 •
Mr. French
March 31, 1993
3.,4. The reason for the two downstream monitoring locations and the Cadmium
monitoring is because effluent data has indicated that the Newton facility may be
discharging levels of cadmium that could be violating the instream standard of 2.0 µg/l.
Because cadmium is highly toxic, instream sampling of cadmium closer to Newton's
outfall, rather than further downstream at site D2, is required to better determine the
discharge effects on water quality. North Carolina Regulation 15A NCAC 2B .0505
(c)(2)(B) allows the establishment of one or more downstream monitoring locations to
determine the impact of the discharge on the receiving waters.
•
5. The location of Precedent Furniture and Bill's Branch are noted. The reason
downstream monitoring location is below Bill's Branch is the location of the dissolved
oxygen (DO) sag. DEM's models of the discharge for Clark Creek WWTP shows the DO
sag will occur below the confluence of Bills Branch. Even with the Precedent Furniture
discharge, Bill's Branch has minimal impact on Clark Creek and will have negligible
impact on the instream monitoring for the Clark Creek facility.
6. Chronic Toxicity is determined by the instream waste concentration (IWC) at the
permitted wasteflow under low flow instream flow conditions, to protect aquatic life under
low instream flow and high production flows. The request cannot be approved.
7. As defined in North Carolina regulations 15A NCAC 2B .0503 (7)daily is defined as
"every day in which a wastewater discharge occurs except Saturdays, Sundays and legal
holidays". The continuous monitoring will however be " a measure of discharge flow from
the facility which occurs continually without interruption throughout the operating hours of
the facility. Flow shall be monitored continually except for the infrequent times when there
may be no flow or for infrequent maintenance activities on the flow device." This
definition is stated in Part II, A,7, (c) of the NPDES permit.
8. Will not be removed because the daily maximum requirement was not changed.
9. Chlorine shall be reported as follows: if several samples are taken then the daily
requirement can be given as the average of the different number of samples.pH cannot be
handled this way. If several samples are taken for pH then a range must be reported (i.e..
6.0 - 8.4 if three samples were tested to be 6.0, 8.0 and 8.4).
10. Annual Administering and Compliance Monitoring Fee Requirement is an annual fee
required to be submitted by permit holders. For this facility, if it stays in compliance, the
fee is will be$900.00 per year, if in non-compliance, then the fee is $1200.00.

A .
Page 3
Mr. French
March 31, 1993
In accordance with your application for discharge permit received on June 11, 1991 we are
forwarding herewith the subject state - NPDES permit. This permit is issued pursuant to the
requirements of North Carolina General. Statute 143-215 .1 and the Memorandum of Agreement
between North Carolina and the US Environmental Protection agency dated December 6, 1983..
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you,you have the right to an adjudicatory hearing upon written request within thirty
(30) days following receipt of this letter. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, Post Office Drawer 27447, Raleigh, North Carolina 27611 -7447. Unless
such demand is made, this decision shall be final and binding.
Please take notice this permit is not transferable. Part II, B.2. addresses the requirements to be
followed in case of change in ownership or control of this discharge. This permit does not affect the
legal requirements to obtain other permits which may be required by the Division of Environmental
Management or permits required by the Division of Land Resources, Coastal. Area Management Act
or any other Federal or Local governmental permit that may be required.
If you have any questions, please contact Mr. Randy Kepler at telephone number 919/733-5083.
Sincerely,
Original Signed By
Coleen H. Sullins
A. Preston Howard, Jr., P.E., Acting Director
Division of Environmental Management
cc. Mr. Jim. Patrick, EPA
rmrts arid° ngrnecring Unit
Central Files

•
Permit No. NC0036196
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH,AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT • �c . or NA
TO DISCHARGE WASTEWATER UNDER THEocps �'
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
01
4PR 1, 1993
0mslQu Of FNir1A0N�fftiT.. a rrRs r��
IlQ9RE. Iji[f nrri
In compliance with the provision of North Carolina General Statute 143-215.1, NICE
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 Newton
is hereby authorized to discharge wastewater from,a facility located at
Clark Creek WWTP
NCSR 2014
south of Newton
Catawba County
to receiving waters designated as Clark Creek in the Catawba River Basin
in accordance with effluent limitations,monitoring requirements,and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective May 1, 1993
•
This permit and the authorization to discharge shall expire at midnight on January 31, 1995
Signed this day March 31, 1993 •
Original Signed.Bs
Colter N•Sull►r+
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

• ,: .
Permit No. NC0036196
SUPPLEMENT TO PERMIT COVER SHEET
• City of Newton
is hereby authorized to:
1 . Continue to operate the existing 5.0 MGD wastewater treatment facility consisting of an influent
pump station, mechanical screening, grit removal, lime addition, primary clarification, aeration,
secondary clarification, dual media filters, chlorine disinfection, sludge gravity thickeners,
centrifuge sludge thickening, and sludge holding tanks located at Clark Creek WWTP, NCSR
2014, south of Newton, Catawba County (See Part III of this Permit), and
•
. After receiving an Authorization to Construct from the Division of Environmental Management,
construct additional facilities for a total flow of 7.5 MGD, and
•
3. Discharge from said treatment works at the location specified on the attached map into Clark Creek
which is classified Class C waters in the Catawba River Basin.

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1,
A. ().EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expansion or expiration, the Permittee is authorized to discharge
from outfall(s) serial number 001. Su,h discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristic. Discharge Llmltetloni Monitoring Requirements
Measurement Sample *Sample
Monthly Avg Weekly Avg. Daily Max Freauency Type Location
Flow 5.0 MCA Continuous Recording I or E
BOD, 5 day, 20°C" 15.0 mg/I 22.5 mg/I Daily Composite E, I
Total Suspended Residue" 30.0 mg/I 45.0 mg/I Daily Composite E,
NH3 as N 6.0 mg/I Daily Composite E,U,D1
Dissolved Oxygen*" Daily Grab E, U, D1
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Daily Grab E, U, D1
Total Residual Chlorine Daily Grab E
Temperature Daily Grab E,U,D1
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E,U,D1
Total Phosphorus Monthly Composite E,U,D1
Chronic Toxicity"" Quarterly Composite E
* Sample locations:E -Effluent, I-Influent, U- Upstream at NCSR 2014,D1 -Downstream at NCSR 2007,D2-Downstream at NCSR
2012
Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June,July, August,
and September and once per week during the remaining months of the year.
**The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 % of the respective influent value (85
% removal).
*** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l.
**** Chronic Toxicity(Ceriodaphnia)P/F at 56%; March,June, September, and December; See Part III, Condition F.
***** See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

4,
A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER(April 1 -October 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expansion or expiration, the Permittee is authorized to discharge
from outfall(s) serial number 001. (Continued)
Effluent Characteristic. Discharge Limitation: Monitoring Regulrements
Units fsoecltll Measurement simple "Semnla
Monthly Avg Weekly Avg.. Daily Max Frequency TYoe Location
Pollutant Analysis Annually E
Conductivity Grab U,DI
Cadmium 3.5 µg/I Weekly Composite E,D2
Chromium 89.0 µg/I Weekly Composite E
Nickel 156.0 µg/I Weekly Composite E
Lead 44.0 µ g/I Weekly Composite E
Cyanide 8.9 jg/I Weekly Grab E
Toluene 19.0 pg/I Weekly Grab E
' Fluoride Monthly Composite E
Copper Monthly Composite E
Zinc Monthly Composite E
Mercury Monthly Composite E
Silver Monthly Composite E

A. ().EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER(November 1 - March 31) Permit No. NC0036196 ,`
During the period beginning on the effective date of the permit and lasting until expansion or expiration,the Permittee is authorized to discharge
from outfaIl(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristic. Discharge Limitation' Monitorina Requirements
Measurement Sample •Sameie
Monthly Avg Weekly Avg. Daily Max Frequency Type Location
Flow 5.0 MOD Continuous Recording I or E
BOD, 5 day, 20°C" 30.0 mg/I 45.0 mg/I Daily Composite E, I
Total Suspended Residue" 30.0 mg/I 45.0 mg/I Daily Composite E,
NH3 as N 12.0 mg/I Daily Composite E,U,D1
Dissolved Oxygen*" Daily Grab E, U, D1
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Daily Grab E, U, DI
Total Residual Chlorine Daily Grab E
Temperature Daily Grab E,U,D1
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E,U,D1
Total Phosphorus Monthly Composite E,U,D1
Chronic Toxicity"" Quarterly Composite E
* Sample locations: E -Effluent,I- Influent, U -Upstream at NCSR 2014,D1 -Downstream at NCSR 2007,D2-Downstream at NCSR
2012
Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June,July, August,
and September and once per week during the remaining months of the year.
**The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 % of the respective influent value (85
% removal).
*** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/1.
**** Chronic Toxicity (Ceriodaphnia)P/F at 56%; March, June, September, and December, See Part III, Condition F. -
***** See Part III, Condition G. -
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

•
A. ().EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expansion or expiration, the Permittee is authorized to discharge
from outfall(s) serial number 001. (Continued)
Effluent Characteristic Discharge Limitatloni Monitoring Reauirements
Units. (specify Measurement Sumoig •SeLmDl4
Monthly Avg Weekly Avg. Daily Max Freauency TYo4 Location
Pollutant Analysis Annually E
Conductivity • Grab U, DI
Cadmium 3.5 µg/l Weekly Composite E,D2
Chromium 89.0 µg/1 Weekly Composite E
Nickel 156.0 µg/I Weekly Composite E
Lead 44.0 µ g/I Weekly Composite E
Cyanide 8.9 µg/I Weekly Grab E
Toluene 19.0 µg/I Weekly Grab E
Fluoride Monthly Composite E
Copper Monthly Composite E
Zinc Monthly Composite E
Mercury Monthly Composite E
Silver Monthly Composite E

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER(April 1 -October 31) Permit No. NC0036196
During the period beginning upon expansion and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial Humber
001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristic. Discharge Limitation: Monitoring Requirements
Measurement Sample •SamnlQ
• Monthly Avg Weekly Avg. Daily Max Frequency Tvue Location
Flow 7.5 MGD Continuous Recording I or E
BOD, 5 day, 20°C" 15.0 mg/I 22.5 mg/I Daily Composite E, I
Total Suspended Residue" 30.0 mg/! 45.0 mg/I Daily Composite E,
NH3 as N 1.4 mg/I Daily Composite E,U,D1
Dissolved Oxygen *" Daily Grab E,U,D1
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Daily Grab E,U,D1
Total Residual Chlorine 26.0 µg/I Daily Grab E
Temperature Daily Grab E,U,D1
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E,U,D1
Total Phosphorus Monthly Composite E,U,D1
Chronic Toxicity"" Quarterly Composite E
* Sample locations: E-Effluent, I- Influent, U- Upstream at NCSR 2014,D1 -Downstream at NCSR 2007,D2-Downstream at NCSR
2012
Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June,July, August,
and September and once per week during the remaining months of the year.
** The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 %of the respective influent value
(85% removal).
*** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
**** Chronic Toxicity(Ceriodaphnia)P/F at 66%;March,June, September and December, See Part III, Condition H.
***** See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

1
A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER(April I -October 31) Permit No. NC0036196
,
During the period beginning upon expansion and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number
001. (Continued)
Effluent Characteristic. Discharge Limitation' Monitoring RequirementE
Units (specify Measurement Sample 'Sample
Monthly Avg Weekly Avq. Dolly Max Frequency Type Location
Pollutant Analysis Annually E
Conductivity • Grab U,D1
Cadmium 3.0 µg/l Weekly Composite E,U,D2
Chromium 76.0 µg/I Weekly Composite E
Nickel 133.0 µg/I Weekly Composite E
Lead 38.0 µg/I Weekly Composite E
Cyanide 7.6 µg/i Weekly Grab E
Toluene 17.0 µg/I Weekly Grab E
Fluoride Monthly Composite E
Copper Monthly Composite E
Zinc Monthly Composite E
Mercury Monthly Composite E
Silver Monthly Composite E

r
A. ( ).EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NC0036196
During the period beginning upon expansion and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number
001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristic. Discharge Limitations Mopltorina RenulrementU
Measurement Sample !Sample
Monthly Avg Weekly Avg. Pally Max Frequency Tyde Location
Flow 7.5 MGD Continuous Recording I or E
BOD, 5 day, 20°C" 30.0 mg/I 45.0 mg/1 Daily Composite E,
Total Suspended Residue" 30.0 mg/I 45.0 mg/I Daily Composite E,
NH3 as N 3.1 mg/I Daily Composite E,U,D1
Dissolved Oxygen "" Daily Grab E,U,D1
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Daily Grab E,U,D1
Total Residual Chlorine 26.0 µg/I Daily Grab E
Temperature Daily Grab E,U,D1
Total Nitrogen (NO2 + NO3 + TKN) •
Monthly Composite E,U,D1
Total Phosphorus Monthly Composite E,U,D1
Chronic Toxicityy."' Quarterly Composite E
* Sample locations: E-Effluent,I-Influent,U - Upstream at NCSR 2014,DI -Downstreamat NCSR 2007,D2-Downstream at NCSR
2012
Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June,July, August,
and September and once per week during the remaining months of the year.
**The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 % of the respective influent value
(85%removal).
*** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
**** Chronic Toxicity (Ceriodaphnia)P/F at 66%; March,June, September, and December; See Part III, Condition H.
***** See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

e.
A. ( ).EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NC0036196
During the period beginning upon expansion and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial number
/
001. (Continued)
Effluent Characteristic. Dlschar ie Limitation' Monitoring Requirements
Units (specify Measurement Sampie 'Sample
Monthly Avg Weekly Avg. Daily Max Frequency URA Location
Pollutant Analysis - Annually E
Conductivity Grab U,D1
Cadmium 3.0 µg/I Weekly Composite E,U,D2
Chromium 76.0 µg/I Weekly Composite E
Nickel 133.01ig/I Weekly Composite E
Lead 38.0 WI Weekly Composite E
Cyanide 7.6 lig/I Weekly Grab E
Toluene 17.0 µg/I Weekly Grab E
Fluoride Monthly Composite E
Copper _ Monthly Composite E
Zinc Monthly Composite E
Mercury Monthly Composite E
Silver Monthly Composite E

•
PART I
Section B, Schedule of Compliance
1. The permittee shall comply with Final Effluent Limitations specified for discharges in
accordance with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the permit unless
specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
3. No Iater than 14 calendar days following a date identified in the above schedule of compliance,
the permittee shall submit either a report of progress or, in the case of specific actions being
required by identified dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial actions taken, and the
probability of meeting the next schedule requirements.

Part II
Page 1 of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
5EC ION A. DEFINITIONS
1. Permit Issuing Authority
The Director of the Division of Environmental Management.
2. pEM or Division
Means the Division of Environmental Management,Department of Environment,Health and
Natural Resources.
3. EC
Used herein means the North Carolina Environmental Management Commission.
4. Act or"the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33
USC 1251, et. seq.
5. Mass/Dav Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during a calendar month on which daily discharges are sampled
and measured, divided by the number of daily discharges sampled and/or measured during
such month. It is therefore, an arithmetic mean found by adding the weights of the
pollutant found each day of the month and then dividing this sum by the number of days
the tests were reported. The limitation is identified as "Monthly Average" in Part I of the
permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar week (Sunday - Saturday) on which daily discharges
are sampled and measured, divided by the number of daily discharges sampled and/or
measured during such week. It is, therefore, an arithmetic mean found by adding the
weights of pollutants found each day of the week and then dividing this sum by the
number of days the tests were reported. This limitation is identified as "Weekly Average"
in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged during
a calendar day. If only one sample is taken during any calendar day the weight of pollutant
calculated from it is the "maximum daily discharge." This limitation is identified as "Daily
Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar year on which daily discharges are sampled and
measured, divided by the number of daily discharges sampled and/or measured during such
year. It is, therefore, an arithmetic mean found by adding the weights of pollutants found
each day of the year and then dividing this sum by the number of days the tests were
reported. This limitation is defined as "Annual Average" in Part I of the permit.

Part II
Page 2 of 14
6. Concentration Measurement
a. The "average monthly concentration," other than for fecal coliform bacteria, is the sum of
the concentrations of all daily discharges sampled and/or measured during a calendar month
on which daily discharges are sampled and measured, divided by the number of daily
discharges sampled and/or measured during such month (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day. The average monthly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar month. This limitation is identified as "Monthly Average" under "Other Limits" in
Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria,is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar week
(Sunday/Saturday) on which daily discharges are sampled and measured divided by the
number of daily discharges sampled and/or measured during such week (arithmetic mean of
the daily concentration values). The daily concentration value is equal to the concentration
of a composite sample or in the case of grab samples is the arithmetic mean (weighted by
flow value)of all the samples collected during that calendar day. The average weekly count
for fecal coliform bacteria is the geometric mean of the counts for samples collected during
a calendar week. This limitation is identified as "Weekly Average" under"Other Limits" in
Part I of the permit.
c. The "maximum daily concentration" is the concentration of a pollutant discharge during a
calendar day. If only one sample is taken during any calendar day the concentration of
pollutant calculated from it is the "Maximum Daily Concentration". It is identified as
"Daily Maximum" under"Other Limits" in Part I of the permit.
d. The "average annual concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar year on
which daily discharges are sampled and measured divided by the number of daily
discharges sampled and/or measured during such year (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day . The average yearly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar year. This limitation is identified as "Annual Average" under "Other Limits" in
Part I of the permit.
e. The "daily average concentration" (for dissolved oxygen)is the minimum allowable amount
of dissolved oxygen required to be available in the effluent prior to discharge averaged
over a calendar day. If only one dissolved oxygen sample is taken over a calendar day, the
sample is considered to be the "daily average concentration" for the discharge. It is
identified as "daily average" in the text of Part I.
f. The "quarterly average concentration" is the average of all samples taken over a calendar
quarter. It is identified as "Quarterly Average Limitation" in the text of Part I of the permit.
g. A calendar quarter is defined as one of the following distinct periods: January through
March, April through June, July through September, and October through December.

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7. Other Measurements - •
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow,
averaged monthly. It is determined as the arithmetic mean of the total daily flows recorded
during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time of sampling,
when both the sample and flow will be representative of the total discharge.
c. A "continuous flow measurement" is a measure of discharge flow from the facility which
occurs continually without interruption throughout the operating hours of the facility. Flow
shall be monitored continually except for the infrequent times when there may be no flow
or for infrequent maintenance activities on the flow device.
8. Types of-amples
a. Composite Sample: A composite sample shall consist of:
(1) a series of grab samples collected at equal time intervals over a 24 hour period of
discharge and combined proportional to the rate of flow measured at the time of
individual sample collection,or
(2) a series of grab samples of equal volume collected over a 24 hour period with the time
intervals between samples determined by a preset number of gallons passing the
sampling point. Flow measurement between sample intervals shall be determined by
use of a flow recorder and totalizer, and the present gallon interval between sample
collection fixed at no greater than 1/24 of the expected total daily flow at the treatment
system, or
(3) a single, continuous sample collected over a 24 hour period proportional to the rate of
flow.
In accordance with (1) above, the time interval between influent grab samples shall be no
greater than once per hour, and the time interval between effluent grab samples shall be no
greater than once per hour except at wastewater treatment systems having a detention time
of greater than 24 hours. In such cases, effluent grab samples may be collected at time
intervals evenly spaced over the 24 hour period which are equal in number of hours to the
detention time of the system in number of days. However, in no case may the time interval
between effluent grab samples be greater than six (6) hours nor the number of samples less
than four(4) during a 24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of time not
exceeding 15 minutes; the grab sample can be taken manually. Grab samples must be
representative of the discharge or the receiving waters.
9. Calculation of Means,
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the
individual values divided by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of
the individual values where N is equal to the number of individual values. The geometric
mean is equivalent to the antilog of the arithmetic mean of the logarithms of the individual
values. For purposes of calculating the geometric mean, values of zero (0) shall be
considered to be one (I). -

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c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the respective flows.
10. Calendar Day
A calendar day is defined as the period from midnight of one day until midnight of the next
day. However, for purposes of this permit, any consecutive 24-hour period that reasonably
represents the calendar day may be used for sampling.
11.1lazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116 pursuant to
Section 311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act.
SECTION B. GENERAL CONDITIONS
1. Duty to Comply
The permittee must comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit
termination, revocation and reissuance, or modification; or denial of a permit renewal
application.
a. The permittee shall comply with effluent standards or prohibitions established under
section 307(a) of the Clean Water Act for toxic pollutants and with standards for sewage
sludge use or disposal established under section 405(d) of the Clean Water Act within the
time provided in the regulations that establish these standards or prohibitions or standards
for sewage sludge use or disposal, even if the permit has not yet been modified to
incorporate the requirement.
b. The Clean Water Act provides that any person who violates a permit condition is subject to
a civil penalty not to exceed $25,000 per day for each violation. Any person who
negligently violates any permit condition is subject to criminal penalties of $2,500 to
$25,000 per day of violation, or imprisonment for not more than 1 year, or both. Any
person who knowingly violates permit conditions is subject to criminal penalties of$5,000
to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. Also,
any person who violates a permit condition may be assessed an administrative penalty not
to exceed$10,000 per violation with the maximum amount not to exceed $125,000. [Ref:
Section 309 of the Federal Act 33 U.S.C. 1319 and 40 CFR 122.41 (a)]
c. Under state law, a civil penalty of not more than ten thousand dollars ($10,000) per
violation may be assessed against any person who violates or fails to act in accordance with
the terms, conditions, or requirements of a permit. [Ref: North Carolina General Statutes
§ 143-215.6A]
d. Any person may be assessed an administrative penalty by the Administrator for violating
section 301, 302, 306, 307, 308, 318, or 405 of the Act, or any permit condition or
limitation implementing any of such sections in a permit issued under section 402 of the
Act. Administrative penalties for Class I violations are not to exceed$10,000 per violation,
with the maximum amount of any Class I penalty assessed not to exceed $25,000.

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Penalties for Class II violations are not to exceed $10,000 per day for each day during
which the violation continues, with the maximum amount of any Class II penalty not to
exceed$125,000.
2. put,'to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use
or disposal in violation of this permit which has a reasonable likelihood of adversely affecting
human health or the environment.
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, C-4) and "Power Failures"
(Part II, C-7), nothing in this permit shall be construed to relieve the permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-
215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is
responsible for consequential damages, such as fish kills, even though the responsibility for
effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve
the permittee from any responsibilities,liabilities, or penalties to which the permittee is or may
be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321.
Furthermore, the permittee is responsible for consequential damages, such as fish kills, even
though the responsibility for effective compliance may be temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal
property,or any exclusive privileges, nor does it authorize any injury to private property or any
invasion of personal rights, nor any infringement of Federal, State or local laws or regulations.
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical
structures or facilities or the undertaking of any work in any navigable waters.
7. SeverabiIity
The provisions of this permit are severable, and if any provision of this permit, or the
application of any provision of this permit to any circumstances, is held invalid, the application
of such provision to other circumstances,and the remainder of this permit, shall not be affected
thereby.
8. poly to Provide Information
The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any
information which the Permit Issuing Authority may request to determine whether cause exists
for modifying, revoking and reissuing, or terminating this permit or to determine compliance
with this permit. The permittee shall also furnish to the Permit Issuing Authority upon
request,copies of records.required to be kept by this permit.

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9. puty to Reapply
If the permittee wishes to continue an activity regulated by this permit after the expiration date
of this permit, the permittee must apply for and obtain a new permit.
10. Expiration of Permit •
The permittee is not authorized to discharge after the expiration date. In order to receive
automatic authorization to discharge beyond the expiration date,the permittee shall submit such
information,forms, and fees as are required by the agency authorized to issue permits no later
than 180 days prior to the expiration date. Any permittee that has not requested renewal at least •
180 days prior to expiration, or any permittee that does not have a permit after the expiration
and has not requested renewal at least 180 days prior to expiration, will subject the permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. SignatoryRequirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be
signed and certified.
a. All permit applications shall be signed as follows:
(I) For a corporation: by a responsible corporate officer. For the purpose of this Section,
a responsible corporate officer means: (a) a president, secretary, treasurer or vice
president of the corporation in charge of a principal business function, or any other
person who performs similar policy or decision making functions for the corporation,
or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross annual sales or expenditures
exceeding 25 million (in second quarter 1980 dollars), if authority to sign documents
has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal
executive officer or ranking elected official.
•b. All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person described above or by a duly authorized
representative of that person. A person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above; .
(2) The authorization specified either an individual or a position having responsibility for
the overall operation of the regulated facility or activity, such as the position of plant
manager, operator of a well or well field, superintendent, a position of equivalent
responsibility, or an individual or position having overall responsibility for
environmental matters for the company. (A duly authorized representative may thus be
either a named individual or any individual occupying a named position.); and
(3)The written authorization is submitted to the Permit Issuing Authority.

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c. Certification. Any person signing a document under paragraphs a. or b. of this section
shall make the following certification:
"I certify,under penalty of law, that this document and all attachments were prepared under
my direction or supervision in accordance with a system designed to assure that qualified
personnel properly gather and evaluate the information submitted. Based on my inquiry of
the person or persons who manage the system, or those persons directly responsible for
gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility.of fines and imprisonment for
knowing violations."
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a
request by the permittee for a permit modification,revocation and reissuance, or termination,
or a notification of planned changes or anticipated noncompliance does not stay any permit
condition.
13. Permit Modification.Revocation and Reissuance.or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and
modifying the permit,revoking and reissuing the permit,or terminating the permit as allowed
by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts
122 and 123; Title I5A of the North Carolina Administrative Code, Subchapter 2H .0100; and
North Carolina General Statute 143-215.1 et. al.
14. Previous Permit,
All previous National Pollutant Discharge Elimination System Permits issued to this facility,
whether for operation or discharge, are hereby revoked by issuance of this permit. [The
exclusive authority to operate this facility arises under this permit. The authority to operate the
facility under previously issued permits bearing this number is no longer effective. ] The
conditions,requirements, terms, and provisions of this permit authorizing discharge under the
National Pollutant Discharge Elimination System govern discharges from this facility.
SECTION C. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Certified Operator
Pursuant to Chapter 90A-44 of North Carolina General Statutes, and upon classification of the
facility by the Certification Commission, the permittee shall employ a certified wastewater
treatment plant operator in responsible charge (ORC) of the wastewater treatment facilities.
Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the wastewater treatment facilities by the Certification Commission.
The permittee must also employ a certified back-up operator of the appropriate type and any
grade to comply with the conditions of Title 15A, Chapter 8A .0202. The ORC of the facility
must visit each Class I facility at least weekly and each Class II, III, and IV facility at least
daily, excluding weekends and holidays, and must properly manage and document daily
operation and maintenance of the facility and must comply with all other conditions of Title
15A, Chapter 8A .0202. Once the facility is classified,the permittee shall submit a letter to the
Certification Commission which designates the operator in responsible charge within thirty
days after the wastewater treatment facilities are 50% complete.

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2. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of
treatment and control (and related appurtenances)which are installed or used by the permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also
includes adequate laboratory controls and appropriate quality assurance procedures. This
provision requires the operation of back-up or auxiliary facilities or similar systems which are
installed by a permittee only when the operation is necessary to achieve compliance with the
conditions of the permit.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been
necessary to halt or reduce the permitted activity in order to maintain compliance with the
condition of this permit.
4. Bypassing of Treatment Facilities
a. Definitions
(1) "Bypass" means the known diversion of waste streams from any portion of a treatment
facility including the collection system, which is not a designed or established or
operating mode for the facility.
(2) "Severe property damage" means substantial physical damage to property, damage to
the treatment facilities which causes them to become inoperable, or substantial and
permanent loss of natural resources which can reasonably be expected to occur in the
absence of a bypass. Severe property damage does not mean economic loss caused by
delays in production.
b. Bypass not exceeding limitations.
The permittee may allow any bypass to occur which does not cause effluent limitations to
be exceeded, but only if it also is for essential maintenance to assure efficient operation.
These bypasses are not subject to the provisions of Paragraphs c. and d. of this section.
c. Notice
(1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it
shall submit prior notice, if possible at least ten days before the date of the bypass;
including an evaluation of the anticipated quality and affect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass as
required in Part II,E. 6. of this permit. (24 hour notice).
d. Prohibition of Bypass
(1) Bypass is prohibited and the Permit Issuing Authority may take enforcement action
against a permittee for bypass, unless:
(A) Bypass was unavoidable to prevent Ioss of life, personal injury or severe property
damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary
treatment facilities, retention of untreated wastes or maintenance during normal

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• periods of equipment downtime. This condition is not satisfied if adequate backup
equipment should have been installed in the exercise of reasonable engineering
judgment to prevent a bypass which occurred during normal periods of equipment
downtime or preventive maintenance; and
(C)The permittee submitted notices as required under Paragraph c. of this section.
(2)The Permit Issuing Authority may approve an anticipated bypass, after considering its
adverse affects, if the Permit Issuing Authority determines that it will meet the three
conditions listed above in Paragraph d. (1) of this section.
5. Upsets
a. Definition.
"Upset " means an exceptional incident in which there is unintentional and temporary
noncompliance with technology based permit effluent limitations because of factors
beyond the reasonable control of the permittee. An upset does not include noncompliance
to the extent caused by operational error, improperly designed treatment facilities,
inadequate treatment facilities, lack of preventive maintenance, or careless or improper
operation.
b. Effect of an upset.
An upset constitutes an affirmative defense to an action brought for noncompliance with
such technology based permit effluent limitations if the requirements of paragraph c. of this
condition are met. No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final
administrative action subject to judicial review.
c. Conditions necessary for a demonstration of upset.
. A permittee who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs,or other relevant evidence that:
(1)An upset occurred and that the permittee can identify the cause(s) of the upset;
(2)The permittee facility was at the time being properly operated; and
(3) The permittee submitted notice of the upset as required in Part II, E. 6. (b) (B) of this
permit.
(4) The permittee complied with any remedial measures required under Part II, B. 2. of this
permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an upset
has the burden of proof.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or
control of wastewaters shall be utilized/disposed of in accordance with NCGS 143-215.1 and in
a manner such as to prevent any pollutant from such materials from entering waters of the State
or navigable waters of the United States. The permittee shall comply with all existing federal

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regulations governing the disposal of sewage sludge.Upon promulgation of 40 CFR Part 503,
any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40
CFR Part 503. The permittee shall comply with applicable 40 CFR Part 503 Standards for the
Use and Disposal of Sewage Sludge (when promulgated) within the time provided in the
regulation, even if the permit is not modified to incorporate the requirement. The permittee
shall notify the Permit Issuing Authority of any significant change in its sludge use or disposal
practices.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards as required by DEM
Regulation, Title 15A, North Carolina Administrative Code, Subchapter 2H, .0124 Reliability,
to prevent the discharge of untreated or inadequately treated wastes during electrical power
failures either by means of alternate power sources, standby generators or retention of
inadequately treated effluent.
SECTION D. MONITORING AND RECORDS
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the
volume and nature of the permitted discharge. Samples collected at a frequency less than daily
shall be taken on a day and time that is characteristic of the discharge over the entire period
which the sample represents. All samples shall be taken at the monitoring points specified in
this permit and, unless otherwise specified, before the effluent joins or is diluted by any other
wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority.
2. Reportin g
Monitoring results obtained during the previous month(s) shall be summarized for each month
and reported on a monthly Discharge Monitoring Report(DMR) Form (DEM No. MR 1, 1.1, 2,
3) or alternative forms approved by the Director,DEM,postmarked no later than the 30th day
following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the
case of a new facility, on the last day of the month following the commencement of discharge.
Duplicate signed copies of these, and all other reports required herein, shall be submitted to the
following address:
Division of Environmental Management
Water Quality Section
ATTENTION: Central Files
Post Office Box 29535
Raleigh, North Carolina 27626-0535
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific
practices shall be selected and used to ensure the accuracy and reliability of measurements of
the volume of monitored discharges. The devices shall be installed, calibrated and maintained
to ensure that the accuracy of the measurements are consistent with the accepted capability of
that type of device. Devices selected shall be capable of measuring flows with a maximum
deviation of less than + 10% from the true discharge rates throughout the range of expected

Part II
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discharge volumes. Once-through condenser cooling water flow which is monitored by pump
logs, or pump hour meters as specified in Part I of this permit and based on the manufacturer's
pump curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations published
pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to
regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water
Pollution Control Act, as Amended,and Regulation 40 CFR 136; or in the case of sludge use or
disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless
other test procedures have been specified in this permit.
To meet the intent of the monitoring required by this permit, all test procedures must produce
minimum detection and reporting levels that are below the permit discharge requirements and
all data generated must be reported down to the minimum detection or lower reporting level of
the procedure. If no approved methods are determined capable of achieving minimum
detection and reporting levels below permit discharge requirements, then the most sensitive
(method with the lowest possible detection and reporting level)approved method must be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly
renders inaccurate, any monitoring device or method required to be maintained under this
permit shall, upon conviction,be punished by a fine of not more than $10,000 per violation, or
by imprisonment for not more than two years per violation, or by both. If a conviction of a
person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not
more than 4 years, or both.
6. Records Retention
Except for records of monitoring information required by this permit related to the permittee's
sewage sludge use and disposal activities, which shall be retained for a period of at least five
years (or longer as required by 40 CFR 503), the permittee shall retain records of all
monitoring information, including all calibration and maintenance records and all original strip
chart recordings for continuous monitoring instrumentation, copies of all reports required by
this permit, for a period of at least 3 years from the date of the sample, measurement, report
or application. This period may be extended by request of the Director at any time.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the
permittee shall record the following information:
a. The date,exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s)who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.

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8. Inspection and Entry
The permittee shall allow the Director,or an authorized representative(including an authorized
contractor acting as a representative of the Director),upon the presentation of credentials and
other documents as may be required by law,to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the
conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control
equipment),practices,or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or
as otherwise authorized by the Clean Water Act, any substances or parameters at any
location.
SECTION E. REPORTING REOUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this
permit. The discharge of any pollutant identified in this permit more frequently than or at a
level in excess of that authorized shall constitute a violation of the permit.
2. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned physical
alterations or additions to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for determining
whether a facility is a new source in 40 CliR Part 122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of
pollutants discharged. This notification applies to pollutants which are subject neither to
effluent limitations in the permit, nor to notification requirements under 40 CFR Part 122.42
(a) (1).
c. The alteration or addition results in a significant change in the permittee's sludge use or
disposal practices, and such alternation, addition or change may justify the application of
permit conditions that are different from or absent in the existing permit, including
notification of additional use or disposal sites not reported during the permit application
process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the permitted
facility or activity which may result in noncompliance with permit requirements.

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4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director
may require modification or revocation and reissuance of the permittee and incorporate such
other requirements as may be necessary under the Clean Water Act.
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report(DMR)(See Part II.
D. 2 of this permit)or forms provided by the Director for reporting results of monitoring of
sludge use or disposal practices.
b. If the permittee monitors any pollutant more frequently than required by the permit, using
test procedures specified in Part II, D. 4. of this permit or in the case of sludge use or
disposal, approved under 40 CFR 503, or as specified in this permit, the results of this
monitoring shall be included in the calculation and reporting of the data submitted in the
DMR.
c. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified by the Director in the permit.
6. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall be
provided orally within 24 hours from the time the permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the
permittee becomes aware of the circumstances. The written submission shall contain a
description of the noncompliance, and its cause; the period of noncompliance, including
exact dates and times, and if the noncompliance has no been corrected,the anticipated time
it is expected to continue; and steps taken or planned to reduce, eliminate, and prevent
reoccurrence of the noncompliance.
b. The following shall be included as information which must be reported within 24 hours
under this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(2)Any upset which exceeds any effluent limitation in the permit.
(3)Violation of a maximum daily discharge limitation for any of the pollutants listed by the
Director in the permit to be reported within 24 hours.
c. The Director may waive the written report on a case-by-case basis for reports under
paragraph b. above of this condition if the oral report has been received within 24 hours.
7. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under Part H. E. 5 and 6.
of this permit at the time monitoring reports are submitted. The reports shall contain the
information listed in Part II. E. 6. of this permit.

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8. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a permit
application, or submitted incorrect information in a permit application or in any report to the
Director,it shall promptly submit such facts or information.
9. Noncompliance Notification
The permittee shall report by telephone to either the central office or the appropriate regional
office of the Division as soon as possible, but in no case more than 24 hours or on the next
working day following the occurrence or first knowledge of the occurrence of any of the
following:
a. Any occurrence at the water pollution control facility which results in the discharge of
significant amounts of wastes which are abnormal in quantity or characteristic, such as the
dumping of the contents of a sludge digester, the known passage of a slug of hazardous
substance through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical failures of
pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to such
station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within 5 days following first knowledge of the occurrence.
10. Availability of Report .
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of
the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be
available for public inspection at the offices of the Division of Environmental Management As
required by the Act, effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided
for in NCGS 143-215.1(b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of& ports
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record or other document submitted or required to be
maintained under this permit, including monitoring reports or reports of compliance or
noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per
violation, or by imprisonment for not more than two years per violation, or by both.

Part III
Page 1 of 4
PART III
OTHER REQUIREMENTS
A. Requirements for Control of Pollutants Attributable to Industrial Users.
1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs
from industries using the municipal system may be present in the permittee's discharge.At
such time as sufficient information becomes available to establish limitations for such
pollutants, this permit may be revised to specify effluent limitations for any or all of such
other pollutants in accordance with best practicable technology or water quality standards.
2. Under no circumstances shall the permittee allow introduction of the following wastes in
the waste treatment system:
a. Pollutants which create a fire or explosion hazard in the POTW, including, but not
limited to, wastestreams with a closed cup flashpoint of less than 140 Degrees
Fahrenheit or 60 degrees centigrade using the test methods specified in ATSM
standards D-93-79, D-93-80, or D-3278 (incorporated by reference, see 40 CFR
260.11). This prohibition does not apply to any aqueous solution containing less than
24 percent alcohol by volume which would otherwise be a hazardous waste under 40
CFR 261.21 by virtue of having a closed cup flashpoint of less than 140 degrees
Fahrenheit or 60 degrees centigrade;
b. Wastes which will cause corrosive structural damage to treatment works, and in no case
discharges with a pH less than 5.0 standard units unless the system is specifically
designed to accommodate such discharges;
c. Solid or viscous substances in amounts which cause obstructions to the flow in sewers
or interference with the proper operation of the treatment works;
d. Wastewaters at a flow rate and/or pollutant concentration which will cause an
inhibition or disruption of the POTW, its treatment processes, operation, or sludge
use and disposal;
e. Heat in amounts which will inhibit biological activity in the treatment works, resulting
in interference but in no case heat in such quantities that the temperature at the treatment
works influent exceeds 40°C (104°F) unless the works are designed to
accommodate such heat;
f. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in
amounts that will cause interference or pass through;
g. Pollutants which result in the presence of toxic gases, vapors, or fumes within the
POTW in quantity that may cause acute worker health and safety problems;
h. Any trucked or hauled pollutants, except at discharge points designated by the POTW.
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary
for the permittee to supplement the requirements of the Federal Pretreatment Standards (40
CFR, Part 403) to ensure compliance by the permittee with all applicable effluent
limitations. Such actions by the permittee may be necessary regarding some or all of the
industries discharging to the municipal system.

Part III
Page 2 of 4
4. The permittee shall require any industrial discharges into the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act.
Prior to accepting wastewater from any significant industrial user, the permittee shall either
develop and submit to the Division a Pretreatment Program for approval per 15 NCAC 2H
.0907(a) or modify an existing Pretreatment Program per 15 NCAC 2H .0907(b).
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or
modify an approved POTW Pretreatment Program or to include a compliance schedule for
the development of a POTW Pretreatment Program as required under Section 402(b)(8) of
the Clean Water Act and implementing regulations or by the requirements of the approved
State pretreatment program, as appropriate.
B. Pretreatment Preram Implementation
Under authority of sections 307(b) and (c) and 402(b)(8) of the Clean Water Act and
implementing regulations 40 CFR Part 403, North Carolina General Statute 143-215.3 (14)
and implementing regulations 15 NCAC 2H .0900, and in accordance with the approved
pretreatment program, all provisions and regulations contained and referenced in the
Pretreatment Program Submittal are an enforceable part of this NPDES permit.
The permittee shall operate its approved pretreatment program in accordance with section
402(b)(8) of the Clean Water Act, the Federal Pretreatment Regulations 40 CFR Part 403, the
State Pretreatment Regulations 15 NCAC 2H .0900, and the legal authorities, policies,
procedures, and financial provisions contained in its pretreatment program submission. Such
operation shall include but is not limited to the implementation of the following conditions and
requirements:
1. The permittee shall develop, in accordance with 40 CFR 403.5(c), specific limits to
implement the prohibitions listed in 40 CFR 403.5(a) and (b).
2. Within 120 days of the effective date of this permit the permittee shall draft and submit a
monitoring program for the collection of facility specific data to be used in a wastewater
treatment plant headworks analysis for the development of specific local pretreatment
standards as required by paragraph 1 above. The permittee shall modify and implement the
monitoring program based on comments received by the Division within 180 days of the
effective date of this permit.
3. 180 days prior to the expiration date of this permit the permittee shall submit a headworks
analysis based on the data collected via the monitoring program required by paragraph 2
above.
4. The permittee shall issue permits for construction,operation and discharge to all significant
industrial users in accordance with NCGS 143-215.1. These permits shall contain
limitations, sampling protocols, reporting requirements, appropriate standard conditions,
and compliance schedules as necessary for the installation of control technologies to meet
applicable pretreatment standards and requirements. Prior to the issuance of a permit
to construct or as a condition of the permit an evaluation of the treatment process proposed
must be made as to its capacity to meet the permit limitations.
5. The permittee shall carry out inspection, surveillance, and monitoring requirements as
described in its approved pretreatment program in order to determine, independent of
information supplied by industrial users, compliance with applicable pretreatment
standards. The permittee must inspect all significant industrial users (SIUs) once per
calendar year and sample all SIUs at least twice per calendar year, once during the period
beginning January I and ending June 30 and once during the period beginning July 1 and
ending December 31.

Pan III
Page 3 of 4
6. The permittee shall enforce and obtain appropriate remedies for violations of categorical
pretreatment standards promulgated pursuant to section 307(b) and (c) of the Clean Water
Act (40 CFR 405 et.seq.), prohibitive discharge standards as set forth in 40 CFR 403.5,
and specific local limitations. All enforcement actions shall be consistent with any
Enforcement Response Plan approved by the Division.
7. The permittee shall require all industrial users to comply with the applicable monitoring and
reporting requirements outlined in the approved pretreatment program, the industry's
pretreatment permit, and/or in 15 NCAC 2H .0908.
8. The permittee shall submit twice per year 2 copies of a pretreatment report describing its
pretreatment activities over the previous six months. A report shall be submitted to the
Division by August 1 of each year describing pretreatment activities for January 1 through
June 30 of that year, and a like report shall be submitted by February 1 of each year for
activities conducted from July 1 through December 31 of the previous year. These reports
shall contain the following information:
a. a narrative summary of actions taken by the permittee to ensure compliance with
pretreatment requirements and standards
b. a list of any substantive changes made in the approved pretreatment program
c. a compliance status summary of all significant industrial users
d. a list of those significant industrial users in reportable noncompliance with pretreatment
requirements and standards, the nature of the violations, and actions taken or proposed
to correct the violations on forms approved by the Division.
e. sampling and analytical results recorded on forms approved by the Division
f. upon request, other information which in the opinion of the Director is needed to
determine compliance with the pretreatment implementation requirements of this permit
g. a pretreatment program summary on forms approved by the Division.
9. The permittee shall retain for a minimum of three years records of monitoring activities and
results, along with support information including general records, water quality records,
and records of industrial impact on the POTW.
10.The permittee shall publish annually, pursuant to 40 CFR 403.8 (f) (2) (vii), a list of
significant industrial users that have significantly violated pretreatment requirements and
standards during the previous twelve month period.
11.The permittee shall maintain adequate funding and staffing levels to accomplish the
objectives of its approved pretreatment program.
12.The permittee shall maintain adequate legal authority to implement its approved pretreatment
program.
13.The permittee shall update its industrial user survey at least once every five years.
14.Modifications to the approved pretreatment program including but not limited to local limits
modifications and monitoring program changes shall be considered permit modifications
and shall be governed by I5A NCAC 2H .0114 and 15A NCAC 2H .0907.

Part III
Page 4 of 4
C. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or to change the type of process utilized at the treatment plant shall be begun until Final
Plans and Specifications have been submitted to the Division of Environmental Management
and written approval and Authorization to Construct has been issued.
D. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of Environmental
Management,conduct groundwater monitoring as may be required to determine the compliance
of this NPDES permitted facility with the current groundwater standards.
E. Publicly Owned Treatment Works
All POTWs must provide adequate notice to the Director of the following:
1. Any new introduction of pollutants into the POTW from an indirect discharger which
would be subject to section 301 or 306 of CWA if it were directly discharging those
pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced into that
POTW by a source introducing pollutants into the POTW at the time of issuance of the
permit.
•
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality
and quantity of effluent introduced into the POTW, and (2) any anticipated impact of the
change on the quantity or quality of effluent to be discharged from the POTW.

Part III Permit No. NC0036196
F. CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT(QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised*September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 56% (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform quarterly monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed after thirty days from the effective date
- of this permit 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.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally,DEM Form AT-1 (original)is to be sent to the following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management 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 and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
G. Pollutant Analysis Condition
The permittee shall conduct a test for pollutants annually at the effluent from the treatment plant.
The discharge shall be evaluated as follows: 1) A pollutant analysis of the effluent must be
completed annually using EPA approved methods for the following analytic fractions: (a)
purgeables (i.e., volatile organic compounds); (b) acid extractables; (c) base/neutral extractables;
(d) organochlorine pesticides and PCB's (e) herbicides; and (f) metals and other inorganics. The
Annual Pollutant Analysis Monitoring (APAM)Requirement Reporting Form A and accompanying
memo, to be provided to all discharges affected by this monitoring requirement, describes the

.: sampling and analysis requirements and lists chemicals to be included in the pollutant analysis.
This monitoring requirement is to be referred to as the "Annual Pollutant Analysis Monitoring
Requirement" (APAM).
(2) Other significant levels of organic chemicals must be identified and approximately quantified.
For the purpose of implementing this requirement, the largest 10 GC/MS peaks in the purgeable
base/neutral extractable, and acid extractable fractions (or fewer than 10, if less than 10
unidentified peaks occur) for chemicals other than those specified on the APA Requirement
Reporting Form A should be identified and approximately quantified as stated in the APAM
Reporting Form A instructions. This part (item 2) of the APAM requirement is to be referred to as
the "10 significant peaks rule").
H. CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT(QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure(North Carolina Chronic
Bioassay Procedure - Revised*September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 66% (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform quarterly monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed after thirty days from the effective date
of this permit 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.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally,DEM Form AT-1 (original)is to be sent to the following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management 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 and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.

-4 • ,
PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee within 30
(thirty) days after being billed by the Division. Failure to pay the fee in a timely manner in
accordance with 15A NCAC 2H .0105(b)(4) may cause this Division to initiate action to
revoke the permit.

•
rlZ--
Permit No. NC0036196
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH,AND NATURAL RESOURCES
J. C. DST. OF Ng�i'"% "'. ON OF ENVIRONMENTAL MANAGEMENT
RESOURCES "'�
COMM1Jr:snt DEVFLOMENAI PERMIT
3 1992 TO DISCHARGE WASTEWATER UNDER THE
NATIONAL EQ_LUTANT DISCHARGE ELIMINATION SYSTEM
t ist Zf 1E ii ORMElTAl _ ti
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 Newton
is hereby authorized to discharge wastewater from a facility located at
Clark Creek WWTP
NCSR 2014
south of Newton
Catawba County
to receiving waters designated as Clark Creek in the Catawba River Basin
in accordance with effluent limitations,monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective
This permit and the authorization to discharge shall expire at midnight on January 31, 1995
Signed this day nIrr , rfl-czr�
t _1 � •-i
A. Preston Howard, Jr.,Acting Director
• Division of Environmental Management
By Authority of the Environmental Management Commission

.r .%
Permit No. NC0036196
SUPPLEMENT TO PERMIT COVER SHEET
City of Newton
is hereby authorized to:
1 . Continue to operate the existing 5.0 MGD wastewater treatment facility consisting of an influent
pump station, mechanical screening, grit removal, lime addition,primary clarification, aeration,
secondary clarification, dual media filters, chlorine disinfection, sludge gravity thickeners,
centrifuge sludge thickening, and sludge holding tanks located at Clark Creek WWTP,NCSR
2014, south of Newton, Catawba County (See Part III of this Permit), and
2. After receiving an Authorization to Construct from the Division of Environmental Management,
construct additional facilities for a total flow of 7.5 MGD, and
•
3 Discharge from said treatment works at the Iocation specified on the attached map into Clark Creek
which is classified Class C waters in the Catawba River Basin.

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A. ().EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER(April 1 -October 31) Permit No. NC0036196 ,.
During the period beginning on the effective date of the permit and lasting until expansion or expiration,the Permittee is authorized to discharge
from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristic. Discharge Limitation' Monitoring Requirements
Measurement Samna@ *Sample
Monthly Avg Weekly Avg. Daily Max Frequency Lune Location
Flow 5.0 fi Continuous Recording I or E
BOD, 5 day, 20°C** 15.0 mg/1 22.5 mg/I Daily Composite E,
Total Suspended Residue** 30.0 mg/1 45.0 mg/I Daily Composite E, I
NH3 as N 6.0 mg/I Daily Composite E,U,D1 `r
Dissolved Oxygen*** Daily Grab E, U, D1
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Daily Grab E, U, D1
Total Residual Chlorine Daily Grab E
Temperature Daily . Grab E,U,D1
Total Nitrogen (NO2 + NO3 +TKN) Monthly • Composite E,U,D1
Total Phosphorus Monthly Composite E,U,D1
Chronic Toxicity**** Quarterly Composite E
* Sample locations:E-Effluent,I-Influent,U-Upstream at NCSR 2014,D1 -Downstream at NCSR 2007,D2-Downstream at NCSR
2012
Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June,July, August,
and September and once per week during the remaining months of the year.
**The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 % of the respective influent value (85
%removal).
***The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l.
**** Chronic Toxicity(Ceriodaphnia)P/F at 56%; March,June, September, and December, See Part III, Condition F.
***** See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. ().EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER(April 1 -October 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expansion or expiration,the Permittee is authorized to discharge
from outfall(s) serial number 001. (Continued)
Effluent Characteristic. Discharge Llmltaiont Monitoring Requirements
Units (apecif1 Measurement Sample "Sample
Monthly Avg Weekly Avq. Daily Max Frequency . Tine Location
Pollutant Analysis Annually E
Conductivity Grab U,D1
Cadmium 3.5 µgll Weekly Composite E,D2
Chromium 89.0 µg/l Weekly Composite E
Nickel 156.0 µg/i Weekly .Composite E
Lead 44.0 µgll Weekly Composite E
•Cyanide 8.9 µg/I Weekly Grab E
Toluene 19.0 µg/l Weekly Grab E
Fluoride Monthly Composite E
Copper Monthly • Composite E
Zinc Monthly Composite E
Mercury Monthly Composite E
Silver Monthly Composite E
•
•
•

A. ().EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER(November 1 -March 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expansion or expiration,the Pennittee is authorized to discharge
from outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristic. Discharge Limitation: Monitoring Requirements
Measurement SamDIQ "Sample
Monthly Avg Weekly Ave. Daily Max Freauency TVDQ Location
Flow 5.0 MI Continuous Recording I or E
BOD, 5 day, 20°C" 30.0 mg/I 45.0 mg/I Daily Composite E,
Total Suspended Residue•• 30.0 mg/I 45.0 mg/I Daily Composite E,
NH3 as N 12.0 mg/I Daily Composite E,U,D1
Dissolved Oxygen*" Daily Grab E, U, D1
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Daily Grab E, U, D1
Total Residual Chlorine Daily Grab E
Temperature Daily Grab E,U,D1
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E,U,D1
Total Phosphorus . Monthly Composite E,U,D1
Chronic Toxicity"" Quarterly Composite E
* Sample locations:E-Effluent,I-Influent,U-Upstream at NCSR 2014,D1 -Downstream at NCSR 2007,D2-Downstream at NCSR
2012
Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June,July,August,
and September and once per week during the remaining months of the year.
**The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 % of the respective influent value (85
%removal).
*** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l.
**** Chronic Toxicity (Ceriodaphnia)P/F at 56%;March,June, September, and December, See Part III, Condition F.
•
***** See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. ().EFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER(November 1 -March 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expansion or expiration,the Permittee is authorized to discharge
from outfall(s) serial number 001. (Continued)
Effluent Characteristic. Discharge Limitation' Monitoring Requirements
Units (specify Meas ijement Sample *Samnl,
Monthly Avg Weekly Avq. Daily Max Frequency Type Location
Pollutant Analysis Annually - E
Conductivity Grab U, D1
Cadmium 3.5 µg/l Weekly Composite E,D2
Chromium •
89.0 gg/i Weekly Composite E
Nickel 156.0 .tg/l Weekly Composite E
Lead 44.0 gg/l Weekly Composite E
Cyanide 8.9 gg/l Weekly Grab E
Toluene - 19.0 µg/I Weekly Grab E
Fluoride Monthly Composite E
Copper Monthly ,- Composite E
Zinc Monthly Composite E
Mercury •
Monthly Composite E
Silver Monthly Composite E

A. ().EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER(April 1 -October 31) Permit No. NC0036196
During the period beginning upon expansion and lasting until expiration,the Permittee is authorized to discharge from outfall(s) serial number
001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristic. Discharge Limitation' Monitoring Requirements
Measurement Sample 'Samral4
Monthly Avg Weekly Avg. Daily Max Frequency 1'vpe Location
Flow 7.5 MCA Continuous Recording I or E
BOD, 5 day, 20°C" 15.0 mg/I 22.5 mg/I Daily Composite E,
Total Suspended Residue"' 30.0 mg/I 45.0 mg/I Daily Composite E,
NH3 as N 1.4 mg/I Daily Composite E,U,D1
Dissolved Oxygen ' Daily Grab E,U,D1
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Daily Grab E,U,D1
Total Residual Chlorine 26.0 }tg/l Daily Grab E
Temperature Daily Grab E,U,D1
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E,U,D1
Total Phosphorus Monthly Composite E,U,D1
Chronic Toxicity*' Quarterly Composite E
* Sample locations:E-Effluent,I-Influent,U-Upstream at NCSR 2014,D1 -Downstream at NCSR 2007,D2-Downstream at NCSR
2012
Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June,July,August,
and September and once per week during the remaining months of the year.
**The monthly average effluent BODS and Total Suspended Residue concentrations shall not exceed 15 % of the respective influent value
(85% removal).
*** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
**** Chronic Toxicity(Ceriodaphnia)P/F at 66%;March,June, September and December, See Part III, Condition H.
***** See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts. -

A. ().EWLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER(April 1 -October 31) Permit No. NC0036196
During the period beginning upon expansion and lasting until expiration,the Permittee is authorized to discharge from outfall(s) serial number
001. (Continued)
Effluent Characteristic. Discharge Limitation' Monitoring Requirements
Units {specify Measurement SamplQ 'Sample
Monthly Avg Weekly Avg,. Daily Max Freauency ZVge Location
Pollutant Analysis Annually E
Conductivity * Grab U,D1
Cadmium 3.0 µg/I Weekly Composite E,U,D2
Chromium 76.0 µg/I Weekly Composite E
Nickel 133.0 µg/I Weekly Composite E
Lead 38.0 µg/I Weekly Composite E
Cyanide 7.6 µg/I Weekly Grab E
Toluene 17.0 µg/i Weekly Grab E
Fluoride Monthly . Composite E
Copper Monthly Composite E
Zinc Monthly Composite E
Mercury Monthly Composite E
Silver
Monthly Composite E

A. ( ).EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 -March 31) Permit No. NC0036196
During the period beginning upon expansion and lasting until expiration,the Permittee is authorized to discharge from outfall(s) serial number
001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristic. Discharge Limitations Monitoring Requirements
ftleasuremont Sample •Sample
Monthly Avg Weekly Ave. Daily Max Frequency Tvpe Location
Flow - 7.5 MGD Continuous Recording I or E
BOD, 5 day, 20°C"" 30.0 mg/1 45.0 mg/I Daily Composite E, I
Total Suspended Residue" 30.0 mg/I 45.0 mg/I Daily Composite E, 1
NH3 as N 3.1 mgll Daily Composite E,U,D1 -''
Dissolved Oxygen "'• Daily Grab E,U,D1
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Daily Grab E,U,D1
Total Residual Chlorine 26.0 µg/l Daily Grab E
Temperature Daily Grab E,U,D1
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E,U,D1
Total Phosphorus ' Monthly - Composite E,U,D1
Chronic Toxicity**** Quarterly Composite E
* Sample locations:E-Effluent,I-Influent,U-Upstream at NCSR 2014,D1 -Downstreamat NCSR 2007,D2-Downstream at NCSR
2012
Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June,July,August,
and September and once per week during the remaining months of the year.
** The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 %of the respective influent value
(85%removal). .
***The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/I.
**** Chronic Toxicity(Ceriodaphnia)P/F at 66%; March,June,September, and December; See Part III,Condition H.
***** See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. ().EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER(November 1 -March 31) Permit No. NC0036196
i
During the period beginning upon expansion and lasting until expiration,the Permittee is authorized to discharge from outfall(s) serial number
001. (Continued)
Effluent Characteristic. Discharge Limitation: Monitoring Requirements
Units (specify Measurement sample `Somo1Q
Monthly Avg Weekly Ava. Daily Max frequency • Tyne Location
Pollutant Analysis Annually E
Conductivity Grab U,D1
Cadmium 3.0 µg/I Weekly Composite E,U,D2
Chromium 76.0 µg/I Weekly Composite E
Nickel 133.0 µg/I Weekly Composite E
Lead 38.0 µg/I Weekly Composite E
Cyanide 7.6 µg/i Weekly Grab E
Toluene 17.0 µg/I Weekly Grab E
Fluoride Monthly Composite E
Copper Monthly . Composite E
Zinc Monthly Composite E
Mercury Monthly Composite E
Silver Monthly Composite E

4,
Part III Permit No. NC0036196
F. CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT(QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure-Revised*September 1989) or subsequent versions.
The effluent concentration at which there may be, no observable inhibition of reproduction or
significant mortality is 56% (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform quarterly monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed after thirty days from the effective date
of this permit 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.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally,DEM Form AT-1 (original)is to be sent to the following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management 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 and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
G. Pollutant Analysis Condition
The permittee shall conduct a test for pollutants annually at the effluent from the treatment plant.
The discharge shall be evaluated as follows: 1) A pollutant analysis of the effluent must be
completed annually using EPA approved methods for the following analytic fractions: (a)
purgeables (i.e., volatile organic compounds); (b) acid extractables; (c) base/neutral extractables;
(d) organochlorine pesticides and PCB's (e) herbicides; and (f) metals and other inorganics. The
Annual Pollutant Analysis Monitoring (APAM)Requirement Reporting Form A and accompanying
memo, to be provided to all discharges affected by this monitoring requirement, describes the

sampling and analysis requirements and lists chemicals to be included in the pollutant analysis.
This monitoring requirement is to be referred to as the "Annual Pollutant Analysis Monitoring
Requirement" (APAM).
(2) Other significant levels of organic chemicals must be identified and approximately quantified.
For the purpose of implementing this requirement, the largest 10 GC/MS peaks in the purgeable
base/neutral extractable, and acid extractable fractions (or fewer than 10, if less than 10
unidentified peaks occur) for chemicals other than those specified on the APA Requirement
Reporting Form A should be identified and approximately quantified as stated in the APAM
Reporting Form A instructions. This part (item 2) of the APAM requirement is to be referred to as
the "10 significant peaks rule").
•
H. CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT(QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure(North Carolina Chronic
Bioassay Procedure-Revised*September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 66% (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform quarterly monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed after thirty days from the effective date
of this permit 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.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1)for the month in which it was performed,using the parameter
code TGP3B. Additionally,DEM Form AT-1 (original)is to be sent to the following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management 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 and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.

DIVISION OF ENVIRONMENTAL MANAGEMENT
A
December 30 , 1992
Memorandum To: Coleen Sullins -�
From: D. Rex Gleason ,1
Prepared By: Kim H. Colson n .
Subject:. City of Newton - Clark Creek WWTP
NPDES Permit No. NC0036196
Catawba County, NC
This Office has reviewed the Permittee' s comments on the draft
permit for the subject facility and offers the following responses :
1 . All effluent limits for the parameters listed are WQ
based limits and should remain as proposed in the draft
permit . Note: An Authorization to Construct has not
been issued for expansion to 7 . 5 MGD. The Authorization
to Construct issued on September 30 , 1991 specifically
prohibits any increase in flow above that permitted by
the WWTP's current NPDES permit (5 MGD) .
2 . This Office recommends that the parameters which have
Daily Maximum effluent limits remain as Daily Maximum.
3 . Refer to Technical Support.
4 . Refer to Technical Support .
5 . No response needed. '
6 . A11 effluent limitations are based on design flow;
toxicity requirements should be no different.
7 . Refer to Compliance section.
8 . There is no reason to change the boiler plate conditions; •
the facility is not required to comply with conditions-
that are not applicable.
9 . If more than one grab sample is taken, then the maximum
and minimum should be reported. Comments should also be
obtained from the Compliance Section.
10 . Refer to Raleigh Office for response.
If you have any questions concerning this matter, please
advise.

prE NA D
DATE4 _
7C?mV ''(�m < `L� SUBJECT: ii �k� Firms �!�4
w tom. 9
-
C.. 00 36 ! 9 6
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T1Fe1 1 46' 1992
IOWS1Iu[ RELN"AN, UFfic
From: t)\1-i �'y ,.w. _ �.
srArt w
M� p �c •North Carolina Department ofEnvironment,
� Health and Natural Resources r� ,,
\,„.„-,,,,,-;;::::,.„.„ �_7G.1 Ysmfe��J tlai f7mc*,rt,E9,a�aµa�ar

e i
. i
CITY OF
_ P.O.Box 550 • Newton.H.C.28658 • [phone] • Fax:[phone]
WHERE'ME HEARTISI
H. C. DEPT. OF NATURAL
December 7, 1992 RESOURCFS A''n
COW IUN I
DEC 1 6 1992
Ms. Coleen Sullins CD
NCDEHNR c i
NPDES Permits Group p1V151ON aF ENVIRONMENTAL N6:b1EH1
MOORESVILLE REGIONAL OFFICE
P.O. Box 27687
Raleigh, North Carolina 27611-7687 ?
Subject: Request for Amendments and Clarification to Sections of d
the Purposed Draft NPDES Permit #NC0036196, Clark Creel 1
WWTP, City of Newton
Dear Ms. Sullins:
The City of Newton is requesting the Division to amend items that
are listed below:
1. The City requests Effluent Limitations and Monitoring
requirements concerning Cadmium, Chromium, Nickel, Lead,
Cyanide, and Toluene remain the level that is proposed
for the 5 MGD flow. The City is requesting the levels
to remain until 1995, at which time basin permitting will
be in effect. The Division has authorized the City to
expand the plant from 5 MGD to 7.5 MGD and construction
is to be completed December 31, 1993 . The low monthly
average flow for the plant has been 3 . 3 MGD to a high
kmaximum average of 4.5. MGD. Due to the lagging economy,
flows are not expected to exceed the 5 MGD monthly
average before 1995.
2 . Compliance for parameters in Part I-A. be judged by
Monthly Average instead of Daily Maximum.
3 . Explain why the stream sampling locations are listed in
Part I-A. as follows:
U-Upstream, NCSR 2014
D1-Downstream, NCSR-2007
D2-Downstream, NCSR 2012
The present permit stream monitoring points are as
follows:
U-Upstream, NCSR-2014
DN-Downstream, NCSR-2012
4. Part I-A. Effluent Limitations and Monitoring 1
Requirements
Explain why Cadmium is to be sampled at a different point

from the other required parameters?
5. Reminder to the Division: Precedent Furniture, located
on Settlemyre Road, SR-1884 has a package WWTP
discharging into Bill's Branch that flows into Clark
Creek before the downstream monitoring point NCSR-2007.
6. Part III-F. & H. - Chronic Toxicity
Request the dilution factor for the test, be based on
actual flow during the testing period instead of design
flow.
7. Part II-A.-10 - Definitions
Please explain specifically what is the correct and
accepted procedure to determine a calendar week and day.
The City monitors Monday through Friday starting •
samplers at Sunday, midnight and stopping them on Friday,
midnight. This procedure is also for- each day.
8 . Part II-Section E-6-b. (c) 24 Hour Reporting
Remove this requirement if daily maximum requirement is
changed to monthly average.
9 . Part II Section A-8 (b) - Grab Sample
Please explain how this will relate to the PH and CL2
to the effluent daily monitoring and reporting. Example:
four samples collected, report the maximum, or average
the four samples and report this value?
10. Part IV-A Annual Administering and Compliance Monitoring
Fee Requirement
Explain what type monitoring is required and amount of
fees for budgeting purposes.
Your respopse to these requests of consideration and questions
concerning the Draft Permit will be appreciated. If you have any
questions concerning this matter please contact me.
Sincerely,
1/1;/ 9"1"
Rick French
City Manager
c: Dwight Wilson, Director of Utilities
Coyne-Pitts-Grant

DIVISION OF ENVIRONMENTAL MANAGEMENT
September 6, 1991
Memorandum To: John Seymour
From: D. Rex Gleason 01T5
71)
Prepared By: Kim H. Colson
Subject: City of Newton
Clark Creek WWTPG
NPDES No. NC0036196
Catawba County, NC
This memorandum is a follow up to the August 20, 199.1
memorandum providing comments on the request for Authorization to
Construct for the subject facility.
The engineering firm for the City has provided additional
information related to the previously stated concerns . The subject
plans and specifications for additional treatment facilities would
add flexibility to the existing treatment process . The
Authorization to Construct would not allow the facility to accept
additional flow beyond the existing permitted limit of 5 MGD. It is
our understanding that the City and engineering firm are aware that
a second Authorization to Construct for additional facilities will
have to be issued before the facility can accept additional flow.
Since the plans and specifications are not for expansion,
rather for flexibility, this Office has no objection to issuance of
the Authorization to Construct. If you have any questions
concerning this matter, please feel free to contact this office.
KHC

,l'171 5 \VAS 1L LO [) A1.1.(:tt„:'•\"I"I()N
Modeler Dtttc'. Ree,
PERMIT NO.: NC0036I9(_y
'' 11Zt o 1 1,303
PERMITTEE NAME: City of Newton
Clark Creek.WWTP
Drainage ,:\ ca (un` .) ?„3 vg Strcanitlllow (of's) ;3�5
PC[L [pI Y NAME:
Facility Status: Existing 7Q 1(l (ells 6,O Winter 7Q10(cfs) /0,0 3 0Q2 ids)
Permit Status: Renewal with Modification .,, ��./ u,-,a � ,�,a,i-�r'Y (:nu
(oxi�.it Limits: IWC Gab 1<'t�tc lrrc
Major Minor N Y histieana Monitoring ? /
Pipe No.: 001 r: '' . Parameters t #-- . /{/E''.I if ,
Design Capacity: 7.5 MGD Upstream -icatio n 5, /y
Domestic (% % � Downstream Y L ovation r
�i� � 3�r� ?on
Industrial (% of Flow): #).7 %
( Ratta.4
b o Effluent
k;, ; Summer Winter
Characteristics
Comments:
Plant ex antion from 5.0 p , Se 50
MGD, Flo [lased an 7.5IG� . At M rD I3C)D (rrl /l „
DEMc c = 24.0 a industrial 7fi3O. The ,ermit was rec� ened N[l N (rt� 1)
in 19 0 but never missued (legal holdup)
�btLL D.O. (mg/1) S` S
RECEIVING STREEA M Ct Irk creek
TSS (mg/1) Jp 3a
Class: C -
Sub-Basin: 03-08 35 F. Col, (/100 nil) 0260 0
Reference USGS Quad: E:l4NW (please attach) pil (SU)
County: Catawba �a ' -
Regional Office: Mooresville Regional Office _ (�, � 6 /, .
Previous Exp. Date: l/31r92 Treatment Plant Class: Class IV ? ,
Classification changes within three miles: / ) r� }
none within three miles 1 ./ / /�' Y"')/ /rs•ewz /7' / (�>�y;
Date: Harz{pay l4/ea �
Requested by: 4 Rosanne Parana t � �
•
Prepared by: c `- ' .(t. Date: 3 ' Comments: ,�L..�..! 7 -L.��- G.
�
La C,r"--C., "s'•,`. Date: )
,
Reviewed by.
r

'r
•
s 1
FACT SHEET FOR WASTELOAD ALLOCATION
Request# 6303
Facility Name: City of Newton- Clark Creek WWTP
NPDES No.: NC0036196 91 SEP 1 0 f, i 11: 45
Type of Waste: 49.3% Domestic/50.7% Industrial
Facility Status: Existing
Permit Status: Renewal with Modification
Receiving Stream: Clark Creek
Stream Classification: C
Subbasin: 030835
County: Catawba Stream Characteristic:
Regional Office: MRO 7/6//-G USGS #
Requestor: Barona Date:
Date of Request: 6r21/91 N. c. DEPT. ��, Drainage
Summer 7Q10 (fs): 6.0
3
Topo Quad: E14NW i 'ci..ir,t:�,s :t,��
coy:�:u\I7 Y I:ti .t' " Winter 7Q10(cfs): 10
Flow (cfs): 35
AUG 3 0 1991 30Q2((cf):IWC 66
DIVISION OF fNVIBONMENFAt MAHAGf1,tER'
MOORESVILLE REM!. OFFICE
Wasteload Allocation Summary
(approach taken,correspondence with region, EPA, etc.)
Facility requesting expansion from 5 MGD to 7.5 MGD.
Newton interacts with Delta Mills and Maiden WWTP.
Special Schedule Requirements and ad•i u onal comments from Reviewers:
Recommended b - �N. 2 Date: 8/20/91
Reviewed by rr ��
Instream Assessment: ��rr
(f} �� Date: DD 9
Regional Supervisor: D /l..cey Jl Date: ¢
Permits&Engineering: 6,4f0 Date: o(tir
SEP 25
RETURN TO TECHNICAL SERVICES BY: ! i

2
•
CONVENTIONAL PARAMETERS
Existing Limits:
Monthly Average
Summer Winter
Wasteflow (MGD): 5.0 5.0
BOD5 (mg/1): 15 30
NH3N (mg/1): 6 12
DO(mg/1): 6 6
TSS (mg/1): 30 30
Fecal Col. (/100 ml): 1000 1000
pH (SU): 6-9 6-9
Residual Chlorine(11g/1): ; Npwi:-1zaV -
Oil&Grease (mg/1):
TP(mg/1): 1111tio wig v'
TN(mg/1): ypIA-,4,.}t-W
Recommended Limits: _ fs�
Monthly Average
Summer Winter WQ or EL c- f g P
f�
Wasteflow (MGD): 7.5 7.5 41
BOD5 (mg/1): 15 30 WQer4. (7or bQ
NH3N (mg/1): 1.4 3.1 WQ 4: 0
DO(mg/1): 5 5 WQ e ,� 144_TSS (mg/1): 30 30 EL ''f„ �l.5,r , or,
Fecal Col. (/100 ml): 200 200 WQ `-f. .?r. .y
pH (SU): 6-9 6-9 WQ �1�=., ^' ,-''r;,
Residual Chlorine(µg/1): Via. mac, WQ 'f2r uU .' '`<<, `-1t •
Oil&Grease(mg/1): ; .7F., . ' Jo ',y.
TP (mg/I): ryLovJ- 1c ,„ ' ,,' , `TN(mg/1): " -bv e .,?;, g.
Limits Changes Due To: Parameter(s) Affe'ed
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow NH3
Other(onsite toxicity study,interaction, etc.)
Instream data
New regulations/standards/procedures Fecal Coliform
New facility information
(explanation of any modifications to past modeling analysis including new flows,rates, field data,
interacting discharges)
(See page 4 for miscellaneous and special conditions,if applicable)
.Si 1/Ce h y.5 c.i6ct"Gt,G(t Lb 1 nAv a -h,lb ib cr4-in oY lc &A uc,vba? kb 16k1
nu-I'r kekk YeMc(o may Nku O i iN drio-Ke . e 1 i v Vlu vu-
}n-6.6Y Pk0.-h 0� �� 1 b �,�rm5 5k.c�u.) e yu icy -C-O V

.
3
TOXICS/METALS
Type of Toxicity Test: Chronic/Ceriodaphnia/Qrtrly
Existing Limit: 56%
Recommended Limit: 66%
Monitoring Schedule: June, September,December, and March
Existing Limits
Daily Max.
COD (mg):
Cadmium(ugh):
Chromium(ugh):
Copper (ugh):
Nickel (ugh):
Lead(ugh):
Zinc(ugh):
Cyanide(ugh):
Phenols (ugh):
Mercury(ugh):
Silver(ugh):
Recommended Limits
Daily Max. WQ or EL
Fluoride(mg/): monitor WQ
Cadmium(ugh): 3 WQ
Chromium(ugh): 76 WQ
Copper(ugh): monitor WQ
Nickel(ugh):. 133 WQ
Lead(ugh): 38 WQ
•
Zinc(ugh): monitor WQ
Cyanide(ugh): 7.6 WQ
Toluene(ugh): 17 WQ
Mercury(ugh): monitor WQ
Silver(ugh): monitor WQ
Limits Changes Due To: Parameter(s) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow Cd,Cr,Ni,Pb,CN,
New pretreatment information Fluoride,Toluene
Failing toxicity test
Other(onsite toxicity study,interaction, etc.)
_X Parameter(s) are water quality limited. For some parameters, the available load capacity
of the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.

4
•
INSTREAM MONITORING REQUIREMENTS
Upstream Location: State Road 2014
Downstream Location: State Road 2007
Parameters: Temp,DO,Fecal Coliform,Conductivity, BOD5, NH3, TP, TN, Cd
Special instream monitoring locations or monitoring frequencies: nic:obr Far cadmium ctc4J }ream ck1- ,
s(22012, (cic r hp cx7f{ u n 2pb7,
t?Jth cr rean &YT5 rrialcibnr
ra.-5
MISCELLANEOUS INFORMATION&SPECIAL CONDITIONS
Adequacy of Existing Treatment •
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No X
If no,which parameters cannot be met? G ) GA}
Would a"phasing in" of the new limits be appropriate?Yes )( No_
If yes,please provide a schedule (and basis for that schedule) with the regional
office recommendations:
A Helm,/Li 11 L L o;i AT L W —!-
C-I Y.
*CA Ls w►tT l 5 �‘-Lc.W Tt I ta\-i LIfek T t=oZ t4 .
.' If no, why not?
Special Instructions or Conditions s� c-c�j� � �- 7-o ��`•:
DEC"
Wasteload sent to EPA? (Major) Y (Y or N) ��cw.``, ,� ?\
(If yes, then attach schematic, toxics spreadsheet, copy of mod(
assumptions that were made, and description of how it fits into' �� Q C �� , o
Additional Information attached? (Y or N) If yes, expl,
Ynorki A.04-e4

•
Facility Name Al , C(f'IC C--(££1 -(A-``re Permit# /J 60 36 t%Pipe# Q 01
CHRONIC TOXICITY PERMIT LIMIT (QRTRLY)
(**Chronic Toxicity(Ceriodaphnia) ChV at 6%,./ sc( 1GL MAN , See Part 3 , Condition .D .)
The effluent discharge shall at no time exhibit 48 hour acute toxicity as lethality in an
effluent concentration of G 6 % nor measure a quarterly arithmetic average chronic value
less than this same percentage of waste. The chronic value will be determined using the
geometric mean of the highest concentration having no statistically detectable impairment of
reproduction or survival and the lowest concentration that does have a statistically
detectable impairment of reproduction or survival. The presence of 48 hour acute toxicity
will be determined using Fisher's Exact Test at 48 hours from test initiation. Collection
methods,exposure regimes, and further statistical methods are defined in: The North
Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure(July, 1991) or
subsequent versions.
The permit holder shall perform at a minimum, quarterly monitoring using these procedures
to establish compliance with the permit condition. The first test will be performed after
thirty days from issuance of this permit during the months of��n1 S P Dec. r'.4I
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 measures 48 hour acute
toxicity or a chronic value less than that specified above, then multiple concentration testing
shall be performed, at a minimum,in each of the two following months.
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 THP3B for the Chronic Value and TGA3B for the 48
hour Acute Toxicity measure(Pass/Fail). Additionally,DEM Form AT-3 (original) is to be
sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
• Environmental Management
4401 Reedy Creek.Road
Raleigh,NC 27607
Test data shall be complete and accurate and include all supporting chemical/physical
measurements performed in association with the toxicity tests, as well as all dose/response
data. Total residual chlorine of the effluent toxicity sample must be measured and reported
if chlorine is employed for disinfection of the waste stream.
Should any test data from this monitoring requirement or tests performed by the North
Carolina Division of Environmental Management 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 and appropriate environmental controls, shall
constitute an invalid test and will require immediate retesting(within 30 days of initial
monitoring event). Failure to submit suitable test results will constitute noncompliance
with monitoring requirements.
Permitted Flow 7. MGD Basin & Sub-basin Cie 35
7Q10 C, cfs Receiving Stream C_I of- CCE*:
IWC 6G % County C ba.-
Recommended b Date: .7b-o/ 9/
PIIQLR Versi 191

DIVISION OF ENVIRONMENTAL MANAGEMENT
Recommendations for Color Monitoring for Newton-Clark Creek WWTP
15 NCAC .0211 (b)3 (F) states for colored wastes - only such amounts as will not
render the waters injurious to public health, secondary recreation, or to
aquatic life and wildlife or adversely affect the palatability of fish, aes-
thetic quality or impair the waters for any designated uses.
Within 120 days of the effective date of this permit, the permit holder shall
begin monitoring for color at the Effluent, Upstream, and Downstream designated
sites (100 ft upstream and 300 ft downstream) , and one sample of effluent
diluted with upstream water at a concentration replicating 7Q10 conditions. All
samples shall be grab samples.
Analysis shall be performed in the field using the "glass disks field method"
(Standard Methods - 204A) .
Analyze samples as follows:
(a) using the platinum-cobalt method; and
(b) Using a narrow-band scanning spectrophotometer to produce a COMPLETE spec-
tral curve of the visible spectrum (350-750 nm) . Calculate and report results
in ADMI color units from the information indicated.
Samples should be taken free from turbidity (True Color) and at natural pH.
During summer months (April-October) collect samples on Mondays, Wednesdays, and
Fridays and during the winter months (November-March) collect samples on Wednes-
days. -.
The permit holder shall submit annual reports summarizing the available color
monitoring information. Include factors which may have had an impact on the
levels of color in the effluent and receiving stream, including, but not limited
to, rainfall, streamflow, production plant operations, and treatment plant oper-
ations. Submit the report to the Water Quality Section Chief no later than Feb-
ruary 15th of each year.

•
b8/15/91' vet 3.1 T OX I C S REVIEW
•
' Facility: city of newton
NPDES Permit No.: , nc0036196
Status (E, P, or M): E
Permitted Flow: 7.5 mgd
Actual Average Flow: 3.8 mgd
Subbasin: '030835
Receiving Stream: clark creek I PRETREATMENT DATA I----EFLLUENT DATA---- 1
Stream Classification: C I ACTUAL PERMITTED! J
7Q10: 6.0 cfs 1 Ind. + Ind. + I FREQUENCY I
IWC: 65.96 % 1 Domestic PERMITTED Domestic i OBSERVED of Chronic!
Stn'd / Bkg I Removal Domestic Act.Ind. Total Industrial Total I Effluent Criteria I
Pollutant AL Conc. I Eff. Load Load Load Load Load I Conc. Violations!
(ug/1) (ug/1) J % (i/d) (f/d) (i/d) (#/d) (i/d) I (ug/1) (ivio/isam) I
! -------- I 1
Cadmium S 2.0 I 92% 0.03 0.29 0.32 0.65 0.681 I 12.00 '16/36 I
Chromium S 50.0 I 95% 0.08 2.27 2.35 5.52 5.596 I 50.00 '3/38 F I
Copper AL 7.0 I 59% 0.22 10.82 11.04 16.70 16.922 I 150.00 '24/24 I N
Nickel S 88.0 I 76% 0.08 1.22 1.30 2.87 2.953 I 163.00 '7/38 I P
Lead S 25.0 I 45% 0.17 1.68 1.85 1.45 1.617 I 30.00 '3/37 I U
Zinc AL 50.0 I 75% 0.68 2.36 3.04 5.48 6.156 I 100.00 '4/24 I T
Cyanide S 5.0 J 59% 0.07 0.00 0.07 0.93 1.002 !
_ I
Mercury S 0.012 • 86% 0.01 0.00 0.01 0.00 0.010 I J S
Silver AL 0.06 I 94% 0.03 0.02 0.05 0.28 0.314 I I E
Selenium S 5.00 I 0% 0.00 0.00 0.00 0.000 I I C
Arsenic S 50.00 I 40% 0.02 0.00 0.02 J I T
Phenols S NA I 0% 0.00 0.00 0.00 I I I
NH3-N C I 0% 0.00 0.00 I 10
T.R.Chlor.AL 17.0 J 08 0.00 0.00 1 I N
Toluene S 11.0 I 948 0.00 0.00 0.00 3.50 3.500 I 10.0 J
Fluoride S 1800.00 I 50% 0.00 0.00 0.00 3.88 3.88 I 5.0 I
I ! I
I _ ALLOWABLE PRDCT'D PRDCT'D PRDCT'D MONITOR/LIMIT------- I-ADTN'L RECMMDTN'S--- I
I Effluent Effluent Effluent Instream I Recomm'd
„ Conc. using using Conc. Based on Based on Based on I FREQUENCY INSTREAM I
Allowable CHRONIC ACTUAL PERMIT using ACTUAL PERMITTED OBSERVED I Eff. Mon. Monitor. J
Pollutant F Load Criteria Influent Influent OBSERVED Influent Influent Effluent I based on Recomm'd ? I
I (i/d) (ug/1) (ug/1) (ug/1) (ug/l) Loading Loading Data I OBSERVED (YES/NO) I
Cadmium S ! 1.60 1F3:O32 ' 0.817 1.722 7.91 Limit Limit Limit I NCAC YES I A
Chromium S I 63.97 115.505 i 3.709 8.847 32.98 Monitor Limit Limit I NCAC NO I N
Copper AL J 1.09 10.613 143.143 219.372 98.94 Monitor Monitor Monitor I Weekly YES I A
Nickel S Ir 23.46 133.419 9.827 22.411 107.51 Monitor Limit Limit I NCAC YES I L
Lead S I 2.91 S'37.903 32.241 28.123 19.79 Limit Limit Limit I NCAC YES I Y
Zinc AL I 12.79 75.806 24.045 48.657 65.96 Monitor Monitor Monitor I Weekly YES I S
Cyanide S I 0.78 7.581 0.959 12.985 0.00 Limit Limit I I I
Mercury S I 0.01 0.018 0.044 0.044 0.00 Limit Limit I I S
Silver AL I 0.06 0.091 0.089 0.596 0.00 Monitor Monitor
Selenium S ! 0.32 7.581 0.000 0.000 0.00 I I R
Arsenic S I 5.33 75.806 0.379 0.000 0.00 ! E
Phenols S I 0.000 0.000 0.000 0.00 ! S
NH3-N C I 0.000 0.00 I I U
T.R.Chlor.AL 25.774 0.00 F I L
Toluene S 1 11.73 16.677 0.000 6.640 6.60 Limit Limit F NCAC NO I T
Fluoride S J 230.30 2729.032 0.000 61.339 3.30 Monitor
I NCAC NO ! S
I I

L5PoiTAn5 NEWR5PJ CC ilea, 71
' SUMMER
MODEL FOR NEWTON & CLARK CR
DISCHRS, DELTA MILLS @ 1 MGD
MODEL RESULTS
Discharger : NEWTON-CLARK CREEK WWTP
Receiving Stream : CLARK CREEK
The End D.O. is 6. 11 mg/1.
The End CBOD is 15.32 mg/1.
The End NBOD is 4 . 69 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 7 .39 0 . 00 1
Reach 1 45. 00 90 . 00 0 . 00 0 . 00800
Segment 2 5 . 18 0 . 60 2
Reach 1 45. 00 90 . 00 4 . 00 0 . 10000QD
Reach 2 0.00 0 . 00 -0 . 00 0 . 00000
Reach 3 0 .00 0 . 00 0 . 00 0 . 00000
Segment 3 5. 92 5. 00 4
Reach 1 0 . 00 0 . 00 0 . 00 0 . 00000
Reach 2 0 . 00 0 . 00 0 . 00 0 . 00000
Reach 3 0 . 00 0 . 00 0 . 00 0 . 00000
Reach 4 45. 00 6.30 5. 00 7 .50000©
Segment 4 7 . 06 0 . 00 1
Reach 1 45. 00 90 . 00 0 . 00 0 . 00800(
Segment 5 5 .55, 5 . 16 5
Reach 1 0 . 00 0 . 00 0 . 00 0 . 00000
Reach 2 0 . 00 0 . 00 , 0 . 00 0 . 00000
Reach 3 0 . 00 0 . 00 0 . 00 0 . 00000
Reach 4 58.50 13.50 5. 00 1 . 00000P
Reach 5 63. 00 90 . 00 0 . 00 1 . 00000(
Reach 6 0 . 00 0 . 00 0 . 00 0 . 00000
Reach 7 0. 00 0 . 00 0 . 00 0 . 00000
Reach 8 . 0 . 00 0 . 00 0 . 00 0 . 00000
CD
° - CP,i' (--1 wbcir

•
*** MODEL SUMMARY DATA ***
Discharger : NEWTON-CLARK CREEK WWTP Subbasin : 030835
Receiving Stream : CLARK CREEK Stream Class : C
Summer 7Q10 : 6. 0 Winter 7Q10 : 10 . 0
Design Temperature: 25. 0
]LENGTH] SLOPE ] VELOCITY I DEPTH] Rd I Kd I Ka I Ka I KN
1 mile I ft/mil fps I ft design @20,4 'design l @201/2 Idesign '
l I I I I I I I I I
Segment 1 I 1 .401 16.701 0. 198 10 . 76 10 . 35 10 .28 16. 64 I 5. 951 0 .44 I
Reach 1 I I l I I I l l I I
I l I I 1 I 1 1 [
Segment 2 I 0 . 301 63. 001 0 .187 10 .31 1 0 .71 10 .56 123 . 63 1 21 .201 0 . 73 1
Reach 1 1 1 I I I 1 I I I 1
I I I I I 1 I I I I
Segment 2 I 0 . 601 37 . 001 0 .159 10 . 36 10 .53 1 0 . 42 111 . 84 1 10 . 621 0.73 1
Reach 2 1 I I I I I I I 1 [
I I I I I I I I I I
Segment 2 I 1 .501 20 .701 0 .185 10 . 65 1 0 .38 10 .30 1 7 . 69 I 6. 901 0 .73
Reach 3 I I I I I I I l I I
1 I I I I I I I I I
Segment 3 1 2 .701 7 . 101 0. 187 11 . 07 10.29 10 .23 12 . 66 I 2 . 391 0 .44 1
Reach 1 I I I I I I I I I I
I I I I I I I I I I
Segment 3 1 1. 40.1 7 . 101 0 .200 1 1 . 18 10 .29 10 .23 12 . 86 I 2 .561 0 .44 1
Reach 2 I I I { 1 I I I I I
1 ! 1 I I I 1 I I I
Segment 3 I 0 . 901 7 .101 0 .229 11 .31 10 .29 1 0 .23 13.27 1 2 . 931 0 . 44 I
Reach 3 I I 1 I I I I I I 1
I I I i I I I I 1 I
Segment 3 I 1.701 7 . 101 0 .509 11 .52 10 . 33 10 .26 15 .24 I 4 .701 0 . 44
Reach 4 I I I 1 1 I I I I I
I I I I I l I l 1 I
Segment 4 I 1 . 001 27 . 001 0 . 129 10 . 47 10 . 40 10 . 31 17 . 01 1 6.291 0 .73 I
Reach 1 l I I I I I I I I I
! I I I I 1 I I I I
Segment 5 1 0 . 601 7 . 101 0 .501 11 .56 10 . 33 10 .26 15 . 16 I 4 . 631 0 . 44 I
Reach 1 I I I l I I I I 1 I
I I I I I l I I I
Segment 5 I 1 . 701 7 .101 0 . 496 11 . 61 10 . 32 1 0 .26 15 . 10 1 4 .581 0 . 44 I
Reach 2 •
I I I I I I I I I I
! I I ! I 1 I 1 1
Segment 5 I 0 . 021 7 .101 0 . 458 11 . 90 10 . 31 10 .25 14 .71 I 4 .221 0 . 44 I
Reach 3 I I 1 1 1 I I I I 1

• I I I I 1 I I I I I
Segment 5 I 0 . 041 7 .101 0 .479 11. 91 1 0 .31 10 .25 13.34 1 2 . 991 0 .44 I
Reach 4 I I I I 1 I I 1 1
f I I 1 I I I I I 1
Segment 5 1 2 . 801 7 . 10E 0 .497 11 . 94 10 . 31 1 0 .25 13. 46 I 3. 111 0 .44 I
Reach 5 I I I I I I I I I I
f I 1 I I 1 I I I I
Segment 5 1 2 . 40I 7 . 101 0 .501 1 1 . 99 1, 0 .31 1 0 .25 13.49 I 3. 13 0 .44 1
Reach 6 I I I I I I I I I 1
1 I I I 1 I I 1 I I
Segment 5 1 2 .501 7 . 101 0 .501 12 . 02 1 0 . 31 10 .25 1 3. 49 1 3 . 131 0 . 44 1
Reach 7 I I 1 I I I I 1 1 I
I 1 I I I I 1 I I I
Segment 5 I 0 . 801 7 . 101 0 .503 1 2 . 05 10 .31 10 .25 13 .51 I 3. 151 0 .44 1
Reach 8 I I I I I I E I I I
1 Flow I CBOD I NBOD I D.O. 1
1 cfs I mg/1 I mg/1 I mg/1 1
Segment 1 Reach 1
Waste 1 0 . 012 1 45 . 000 190 . 000 I 0 . 000
Headwaters ) 1 .700 1 5 . 000 1 0 . 000 I 7 . 440
Tributary 1 0 . 000 1 2 . 000 1 1. 000 I 7 . 440
* Runoff 1 0 . 000 1 5 . 000 I 0 . 000 I 7 . 440
Segment . 2 Reach 1
Waste 1 0 . 155 145 . 000 190 . 000 I 4 . 000
Headwaters ) 0 . 100 I 2 . 000 1 1. 000 1 7 .440
Tributary 1 0 . 000 1 2 . 000 I 1 . 000 I 7 .440
* Runoff 1 0 . 100 I 2 . 000 1 1 . 000 I 7 . 440
Segment 2 Reach 2
Waste 1 0 . 000 I 0 . 000 I 0 . 000 1 0 . 000
Tributary 1 0 . 000 I 2 . 000 I 1 . 000 1 7 .440
* Runoff 1 0 . 100 I 2 . 000 I 1 . 000 I 7 .440
Segment 2 Reach 3
Waste I 0 . 000 I 0 . 000 I 0 . 000 1 0 . 000
Tributary 1 0 . 600 I 2 . 000 1 1 . 000 I 7 .440
* Runoff 1 0 .290 I 2 . 000 I 1 . 000 1 7 . 440
Segment 3 Reach 1
Waste 1 0 . 000 I 0 . 000 1 0 . 000 1 0 . 000
Headwaters ) 0 . 000 I 5. 000 I 0 . 000 I 7 . 440
Tributary 1 0 . 000 1 2 . 000 I 1 . 000 1 7 . 440
* Runoff 1 0 . 090 I 5 . 000 I 0 . 000 1 7 .440

Segment 3 Reach 2
Waste I 0 . 000 I 0 . 000 1 0 . 000 I 0 . 000
Tributary I 0 . 800 1 2 . 000 I 1. 000 1 7 .440
* Runoff I 0 . 090 1 5. 000 I 0 . 000 1 7 .440
Segment 3 Reach 3
Waste I 0 . 000 I 0 . 000 1 0 . 000 I 0 . 000
Tributary [ 1 . 600 I 2 . 000 I 1 . 000 I 7 .440
* Runoff I 0 . 090 I 5 . 000 1 0 . 000 I 7.440
Segment 3 Reach 4
Waste 1 11 . 625 145. 000 I 6.300 I 5 . 000
Tributary 1 0 . 000 1 2 . 000 I 1 . 000 1 7 . 440
* Runoff 1 0 . 090 1 5. 000 I 0 . 000 I 7 .440
Segment 4 Reach 1
Waste 1 0 . 012 1 45. 000 190 . 000 I 0 . 000
Headwaters [ 0 .230 1 2 . 000 I 1. 000 1 7 .440
Tributary 1 0 . 000 1 2 . 000 I 1. 000 1 7 .440
* Runoff I 0 .370 1 2 . 000 I 1 . 000 I 7 .440
Segment 5 Reach 1
Waste 1 0 . 000 I 0 . 000 I 0 . 000 1 0 . 000
Headwaters ) 0 . 000 I 5. 000 I 0. 000 1 7 .440
Tributary 1 0 . 000 1 2 . 000 I 1 . 000 1 7 .440
* Runoff 1 0 . 090 I 5. 000 1 0 .000 I 7 .440
Segment 5 Reach 2
_ Waste 1 0 . 000 I 0 . 000 I 0 . 000 1 0 . 000
Tributary 1 0 . 800 1 2 . 000 I 1. 000 1 7 . 440
* Runoff 1 0 . 090 1 5. 000 I 0 . 000 I 7 .440
Segment 5 Reach 3
Waste 1 0 . 000 1 0 . 0130 I 0 . 000 1 0 .000
Tributary 1 5. 400 I 2 . 000 1 1 . 000 I 7 .440
* Runoff I 0 . 090 I 5 . 000 1 0 . 000 1 7 .440
Segment 5 Reach 4
Waste [ 1 .550 158 .500 1 13.500 I 5. 000
Tributary 1 0 . 000 I 2 . 000 I 1. 000 I 7 . 440
* Runoff I 0 . 090 I 5 . 000 I 0 . 000 I 7 .440
Segment 5 Reach 5
Waste 1 1 .550 1 63 . 000 1 90 . 000 I 0 . 000
Tributary 1 0 . 000 1 2 . 000 I 1 . 000 I 7 .440
* Runoff 1 0 . 090 I 5 . 000 I 0 . 000 I 7 . 440
Segment 5 Reach 6
Waste I 0 . 000 I 0 . 000 I 0 . 000 1 0 . 000
Tributary 1 1 . 600 1 2 . 000 1 1 .000 I 7 .440
* Runoff I 0 . 090 1 5 . 000 1 0 . 000 1 7 .440

Segment 5 Reach 7
Waste I 0 . 000 I 0 . 000 I 0 . 000 1 0 . 000
Tributary I 0 . 740 I 2 . 000 1 1 . 000 I 7 .440
* Runoff 1 0 . 090 1 5 . 000 I 0 . 000 I 7 .440
Segment 5 Reach 8
Waste I 0 . 000 I 0 . 000 I 0 . 000 1 0 . 000
Tributary I 0 . 900 I 2 . 000 I 1 . 000 1 7 .440
* Runoff I 0 . 090 I 5. 000 I 0 . 000 I 7 .440
* Runoff flow is in cfs/mile
r

• SUMMER
• MODEL FOR NEWTON & CLARK CR
DISCHRS, DELTA MILLS @ 1 MGD
1 Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD ] Flow ]
1 1 0 . 00 7 .39 5.29 0 . 65 1 .71
1 1 0 . 10 7 .49 5.23 0 . 64 1 .71
1 1 0 .20 7.57 5. 18 0 . 63 1 . 71
1 1 0 .30 7 . 64 5 . 12 0 . 63 1 .71
1 1 0 .40 7 .70 5. 06 0 . 62 1 .71
1 1 0.50 7 .74 5.01 0 . 61 1 .71
1 1 0 . 60 7 .78 4 . 95 0 . 60 1 .71
1 1 0 . 70 7 . 82 4 . 90 0 .59 1 .71
1 1 0 .80 7 . 84 4 . 85 0 .58 1 .71
1 1 0 . 90 7 . 87 4 .79 0 .58 1 .71
1 1 1.00 7 . 88 4 .74 0 .57 1 .71
1 1 1 . 10 7 . 90 4 . 69 0 .56 1 .71
1 1 1.20 7. 91 4 . 64 0 .55 1 .71
1 1 1.30 7 . 93 4 .59 0 .55 1 .71
1 1 1.40 7 . 94 4 .54 0 .54 1 .71
2 1 0. 0Q 5.35 28 .14 55. 10 0 .26
2 1 0 . 03 5.45 27 . 64 54. 08 0 .26
2 1 0 .06 5 .54 27 . 16 53 . 08 0 .26 •
2 1 0 . 09 5 . 62 26. 69 52 . 12 0 .26 -
2 1 0 .12 5 . 69 26.23 51 . 17 0 .27
2 1 0 .15 5 . 75 25 .78 50 .25 0 .27
2 1 0 .18 5 . 81 25 .34 49.35 0 .27
2 1 0.21 5. 86 24 . 91 48 .48 0 .28
2 1 0.24 5. 91 24 .50 47 . 62 0 .28
2 1 0.27 5. 96 24 . 09 46.79 0 .28
2 1 0 .30 6. 00 23. 69 45 . 97 0.29
2 2 0 .30 6. 00 23. 69 45 . 97 0 .29
2 2 0 .36 5 . 66 22 . 96 44 .29 0 .29
2 2 -- 0.42 5.43 22 .27 42. 69 0 .30
2 2 0.48 5.29 21 . 60 41 . 16 0 .30
2 2 F 0.54 5.21 20. 97 39. 70 0 . 31
2 2 0. 60 5. 18 20.36 38 .31 0 .32
2 2 0 . 66 5. 18 19.77 36. 99 0 .32
2 2 0 .72 5 .21 19.21 35.72 0 .33
2 2 0 .78 5.25 18 . 67 34 .50 0 .33
2 2 0. 84 5.31 18 . 15 33 . 34 0 . 34
2 2 0. 90 5.37 17 . 66 32 .23 0 .35
2 3 0 . 90 6. 68 7 .72 12 .40 0 . 95
2 3 1. 00 6. 72 7 . 45 11 . 77 0 . 97
2 3 1. 10 6.76 7 .20 11 . 19 1 . 00
2 3 1 .20 6. 80 6. 97 10 . 64 1 . 03
2 3 1 . 30 6. 85 6.75 10 . 13 1 . 06
2 3 1 . 40 6. 89 6.54 9. 65 1 . 09
2 3 1 .50 6. 94 6. 34 9.20 1 . 12
2 3 1. 60 6. 99 6. 16 8 .78 1 .15
2 3 1 .70 7 . 03 5. 98 8 . 38 1 . 18
2 3 1 . 80 7 . 08 5. 81 8 . 01 1 .21
2 3 1. 90 7 . 12 5 . 65 7 . 65 1 .23
2 3 2. 00 7 . 16 5 .50 7 . 32 1 .26
2 3 2 . 10 7 .20 5. 35 7 . 01 1 .29
2 3 2 .20 7 .24 5.21 6. 71 1 . 32
2 3 2.30 7 .28 5. 08 6. 43 1 . 35
2 3 2.40 7 .31 . 4 . 95 6. 16 1 .38 -
3 1 0 . 00 7 . 66 4 .72 3 . 05 3 . 09
3 1 0 . 10 7 . 62 4. 68 3. 00 3.10
3 1 0 .20 7 .59 4 . 64 2 . 95 3 .11

3 1 0.30 7.56 4.59 2 . 90 3. 12
' 3 1 0 . 40 7.54 4.55 2 . 85 3. 13
3 1 0 .50 7.52 4 .51 2 . 80 3 . 14
3 1 0 . 60 7.50 4.47 2 . 75 3 . 15
3 1 0 .70 7.49 4 .43 2 . 70 3 . 16
3 1 0 . 80 7.47 4 . 38 2 . 66 3 . 16
3 1 0 . 90 7 .46 4 . 34 2 . 61 3 . 17
3 1 1 . 00 7 .45 4 .31 2 .57 3 . 18
3 1 1 .10 7 .45 4.27 2 .52 3. 19 •
3 1 1 .20 7.44 4 .23 2 . 48 3 .20
3 1 1.30 7.44 4 . 19 2 .44 3 .21
3 1 1 .40 7.43 4 . 15 2 . 39 3.22
3 1 1 .50 7.43 4 . 11 2 . 35 3.23
3 1 1. 60 7.43 4. 08 2. 31 3.24
3 1 1.70 7.43 4. 04 2 .27 3 .25
3 1 1. 80 7.43 4 . 01 2 .24 3.25
3 1 1. 90 7.44 3. 97 2 .20 3.26
3 1 2 . 00 7.44 3 . 94 2 . 16 3 .27
3 1 2 . 10 7.44 3 . 90 2 . 12 3 .28
3 1 2 .20 7.44 3. 87 2 . 09 3 .29
3 1 2 .30 7.45 3. 83 2 . 05 3 . 30
3 1 2.40 7.45 3. 80 2 . 02 3 .31
3 1 2 .50 7.46 3 .77 1 . 98 3.32
3 1 2. 60 7.46 3 .73 1 . 95 3.33
3 1 2 .70 7.47 3 .70 1 . 92 3.34
3 2 2 .70 7.46 3 .37 1 . 74 4 . 14
3 2 2. 80 7.48 3 .35 1 . 71 4 .14
3 2 2 . 90 7.49 3 .32 1 . 69 4 . 15
3 2 3 . 00 7.51 3 .29 1 . 66 4 . 16
3 2 3 .10 7.52 3.27 1 . 63 4 . 17
3 2 3 .20 7.53 3.24 1 . 61 4 . 18
3 2 3 . 30 7 .55 3.22 1 .58 4 . 19
3 2 - 3.40 7 .56 3.19 1 .56 4 .20
3 2 3.50 7.57 3 . 17 1 .54 4 .21
3 2 3. 60 7.58 3 . 15 1 .51 4 .22
3 2 3 .70 7.59 3 . 12 1 . 49 4 .23
3 2 3 . 80 7. 60 3 . 10 1 .46 4 .23
3 2 3 . 90 7. 61 3. 07 1 .44 4 .24
3 2 4 . 00 7. 62 3.05 1 .42 4 .25
3 2 4 . 10 7 . 63 3.03 1 . 40 4 .26
3 3 4 .10 7.58 2 .75 1 .29 5 . 86
3 3 4.20 7. 60 2.73 1 .27 5 . 87
3 3 4 .30 7. 62 2 .71 1 .26 5 . 88
3 3 4 . 40 7. 64 2 . 69 1 .24 5 . 89
3 3 4 .50 7 . 66 2. 68 1 .22 5. 90
3 3 4 . 60 7. 67 2 . 66 1 .21 5 . 91
3 3 4 .70 7. 69 2 . 64 1 . 19 5 . 92
3 3 4 . 80 7 .70 2 . 63 1. 18 5 . 92
3 3 4 . 90 7 .72 2. 61 1 . 16 5 . 93
3 3 5. 00 7.73 2 .59 1 . 14 5 . 94
3 4 5 . 00 5 . 92 30 . 66 4 .56 17 .57
3 4 5.10 5. 93 30 .52 4 .53 17 .58
3 4 5.20 5. 93 30 .39 4 .50 17 .59
3 4 5.30 5. 93 30 .25 4 .48 17 .59
3 4 5 .40 5. 94 30 . 12 4 .45 17 . 60
3 4 5.50 5. 94 29. 99 4 . 43 17 . 61
3 4 5 . 60 5. 94 29. 86 4 . 40 17 . 62
3 4 5.70 5. 95 29.73 4 .37 17 . 63
3 4 5. 80 5. 95 29. 60 4 .35 17 . 64
3 4 5 . 90 5. 96 29. 47 4 .32 17 . 65

3 ' 4 6. 00 5. 97 29.34 4.30 17 . 66
- 3 4 6. 10 5. 97 29.21 4.27 17 . 67
3 4 6.20 5. 98 29. 08 4.25 17 . 68
3 4 6. 30 5 . 98 28 . 95 4 .22 17 . 68
3 4 6.40 5 . 99 28 . 83 4 .20 17 . 69
3 4 6.50 6. 00 28 .70 4.18 17 .70
3 4 6. 60 6. 01 28 .58 4. 15 17 . 71
3 4 6.70 6. 01 28 . 45 4 . 13 17 .72
4 1 0 . 00 7 . 06 4 .20 5.55 0 .24
4 1 0 . 10 7 .23 3. 84 4.78 0 .28
4 1 0 .20 7 . 35 3.55 4. 19 0 . 32
4 1 0 .30 7 . 45 3.33 3.73 0 . 35
4 1 0 .40 7 .53 3 . 14 3.35 0 .39
4 1 0 .50 7 .59 2 . 99 3. 04 0 . 43
4 1 0 . 60 7 . 64 2 . 86 2.78 0 . 46
4 1 0 . 70 7 . 68 2 .74 2.56 0 .50
4 1 0 . 80 7 .72 2 . 64 2.37 0 .54
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Lfr-)-,4
• DIVISION OF ENVIRONMENTAL MANAGEMENT
August 20, 1991
Memorandum To: John Seymour Gf
(74
From: D. Rex Gleason V
Prepared By: Kim H. Colson 74
Subject: City of Newton
Clark Creek WWTP
NPDES No. NC0036196
Catawba County, NC
This Office has reviewed the plans and specifications for the
proposed construction at the subject facility, and the following
comments are offered:
1) The NPDES Permit is in the renewal process and upon
reissuance may contain a Total Residual Chlorine effluent
limit. The WWTP may not have adequate facilities to meet a
Total Residual Chlorine limit.
2) The renewed NPDES Permit may need to be issued before
approval of the Authorization to Construct to ensure the
WWTP can meet the proposed limits .
3) It appears that fill material will be placed in the 100
year flood plain. The flood plain may contain wetlands
which may require the City to obtain the appropriate permit
for such activities .
If you have any questions concerning this matter, please feel
free to contact this office.
KHC

11111111,17
• Vr 1-/ / 401“iii' t/(...,W1,.,
State of North Carolina
t N 1
Department of Environment, Health, and Natural Resourc 4 1991
Division of Environmental Management ,
512 North Salisbury Street • Raleigh, North Carolina 276 1 'a "' '-i1'NT
llu ` nar+EWLE I,LLU.l OFFICE
James G.Martin,Governor George T. Everett, PhD.
William W, Cobey,Jr.,Secretary Director
June 1''3, 1991
>.d 1, Fz n4. Subject : NPDES Permit p - M
44 A N ,Tr, t
ian
( a L e ,< PermitNPDES . C: 6
POw .:k�, 550
.:
?'i j3 Clark Creek 6V TP
ate. 1„7,7 NC, N _ _,. .
twor. fenc C a,t:.a4.8P a Cc' nt.e
De_ ' _, 1 " to acknowledge receipt ;1 -_ e following documents on �uCty . . 9 i
1-,o':?rZliT,: tion f,,)r_..
m -., Engineering. Proposal ( for p:.o sed control facilities ) ,
_.�._ Request for permit renewal ,
ApE l ie t..ion Processing Fee of 400 ,00,
Engineering Economics Ait_er-naL_ ves Analysis,
Local ~Government. Signo f,
Source Reduction and =o lin ,
_ :L n t:_ei r ro.s i n `Tr Tra.n s f e r,
`y Other E;equest for perrriitm .ir+cl .,t iraw=:gin,
Other
The items checked below are needed before review can begin
Application Form ,
_ Engineering proposal (sect atta:;nrnent) ,
_.. _ Application Processing Fee of
Delec(ation of Authority (see a_ ached)
._W. Biocide Sheet (see at.trached)
_ Engineering Economics Alternatives Analysis,
_ _ Local Government Signaf: ,
Source Reduction and it :,..'1,c1,iri
Toter%a sin Transfer,
Ota her :7'.1<wc. ...e cib tr,1 t a _l ,•Le, £c4 a t _e t.bat—t h . r' 'ic v,i4J,„.,,,la.t t. -. :Lf,i ' n cam
Pollution Prevention Pays
1,0,Box 27687,Raleigh,North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

11111111117
If the application is not made complete within thirty (30) days, it will be
returned to you and may be resubmitted when complete .
This application has been assigned to Rosanne Barona
(919/733-5083) of our Permits Unit for review. You will be advised of any
comments recommendations, questions or other information necessary for the
review of the application .
I am, by copy of this letter, requesting that our Regional Office
Supervisor prepare a staff report and recommendations regarding this
discharge . If you have any questions regarding this applications,
please contact the review person listed above .
Sincerely,
8-06'411"-)
M. Dale Overcash, P .E .
CC: Mooresville Regional Office

NORTH CAROLINA DEPT. OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION •
ao
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR AGENCY USE
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER ,
STANDARD FORM A — MUNICIPAL ',# f'/5-. 5~
1j1f44•oa
SECTION L APPLICANT AND FACILITY DESCRIPTION . 9
Unless otherwise specified on this form all Items are to be completed. If an Item Is not applicable indicate'NA.'
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
Please Print or Type•
• 1. Legal Name of Applicant 101 City of Newton, North Carolina
(see instructions)
2. Mailing Address of Applicant
S3B �Jh4�t
''RL
{see Instructions) P. O. Box 550 J��� -' J
Number&Street 1022 1
City 102b Newton
North Carolina 1vel '; P, FRS WJ=rR!M1II'
State 1024
Zip Code 102d 28658
3. Applicant's Authorized Agent
(see Instructions} Richard L. French •
Name and Title 103a —_
City Manager
Number&Street 103b P. O. Box 550
•
City 103o Newton
State 1O3d North Carolina
Zip Code 103e 28658
Telephone 103f 704 465-7400
Area Number
4. Previous Application Code
If a previous application for a per-
mit under the National Pollutant
Discharge Elimination System has 86 03
been made,give the date of
application. 104 YR MO DAY
l certify that I am familiar with the Information contained in this application and that to the best of my knowledge and belief such information
is true,complete,and accurate.
Richard L. French 102e City Manager
Printed Name of Person Signing Title
/441-de
9/ G� 0¢102f YR MO DAY
Signature of Applicant or Author zed Agent Date Application Signed
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 or a misdemeanor punishable by a fine
not to exceed $10,000, or by imprisonment not to exceed six months, or by both. (1B.U.S.C.
Section 1001 provides a punishment by a fine or not more than $10,000 or imprisonment not
more than 5 years, or both, for a similar offense.)

r
FOR AGENCY USE
111111111
5. Facility(see instructions)
Give the name,ownership.and physi-
cal location of the plant or other
operating facility where discharge(s)
presently occur(s)or will occur. Clark Creek Wastewater Treatment Plant
Name •Utt1.. -
- City of Newton
SR 2014 - McKay Road •
Ownership(Public, Private or
Both Public and Private). taab YYPuB ❑PRV 0 BPP
Check block if a Federal facility 1064 ❑EEO
and give GSA Inventory Control
Number IOW; •
•
Location: McKay Road
Number&Street _10Se
City 10111 Newton
County 10.611 Catawba
State 10 ..: North Carolina --
6. Discharge to Another Municipal
Facility(see Instructions)
a- Indicate if part of your discharge 'MO. ❑Yes ®No
is Into a municipal waste trans-
port system under another re-
sponsible organization. If yes,
complete the rest of this Item
and continue with Item 7. If no,
go directly to Item 7.
b Responsible Organization
Receiving Discharge
Name 106b
Number&Street leaf
City 1064
State 100 .
Zip Code 106f
c. Facility Which Receives Discharge 106p
Give the name of the facility
(waste treatment plant!which re- _ •
calves and is ultimately respon-
sible for treatment of the discharge
from your facility.
d. Average Daily Flow to Facility 1O6h' mgd
(mgd) Give your average daily
flow Into the receiving facility.
7. Facility Discharges,Number and
Discharge Volume (see Instructions) •
Specify the number of discharges
described In this application and the
volume of water discharged or tort
to each of the categories below.
Estimate average volume per day in
million gallons per day. Do not in-
clude intermittent or noncontlnuous. •
overflows,bypasses or seasonal dis-
charges from lagoons,holding
ponds,etc.
1-2

`r f
•
FOR AGENCY USE I
•
Number of Total Volume Discharged,
Discharge Points Million Gallons Per Day
To: Surface Water 107a1 1 ,107a2 7•5
Surface Impoundment with v %'
' no Effluent 10761 4Q7b2
Underground Percolation ,1071r1'' 11P7.141
> M
Well (injection) 101'dt 107.84
Other tO7 1: 402is
Total Item 7 10711 1 s fa 7,5
If'other'is specified,describe 107g1•
If any of the discharges from this
facility are intermittent,such as from
overflow or bypass points, or are
seasonal or periodic from lagoons,
holding ponds,etc.,Complete Item 8.
a. Intermittent Discharges
a. Facility bypass points
Indicate the number of bypass loos.
points for the facility that are •
discharge polnts.(see Instructions)
•
b. Facility Overflow Points
Indicate the number of overflow ' 1e817 •
•
points to a surface water for the
facility(see instructions).
C. Seasonal or Periodic Discharge
Points Indicate the number of 10110
points where seasonal discharges
occur from holding ponds,
lagoons,etc.
9. Collection System Type
indicate the type and length(In 10ee
miles)of the collection system used
by this facility. (see instructions)
Separate Storm ❑SST
Separate Sanitary ®SAN
Combined Sanitary and Storm ❑CSS
Both Separate Sanitary and
Combined Sewer Systems ❑BSC
Both Separate Storm an:
Combined Sewer Systems 108b, ❑SSC
Length 80 miles
in. Municipalities or Areas Served
(see Instructions) Actual Population
Name Served
114s. City of Newton j :2: 9,000
11tts City of Hickory i 2,500
71o,,x City of Conover ` iA 1,000
•
•
110a'J `110 '
Total Population Served '}' 12,500
Itgc
1-3

T f Y
•
FOR AGENCY USE
11. Average Daily Industrial Flow 14:1
Total estimated average daily waste 4'2mgd
flow from all industrial sources. •
Note: All major Industries(as defined In Section IV) •
discharging to the municipal system must be
listed In Section IV.
12. Permits,Licenses and Applications
List ail existing, pending or denied permits, licenses and applications related to discharges from this facility.(see instructions)
For Type o1 Permit Date Date Date Expirat'on
Issuing Agency Agency Use or License ID Number Filed Issued Denied Date
YR/MO/DA YR/MO/DA YR/MO/DA YR/MO/DA
NC DEHNR Kry' NPDES NC0036196 86-3-1
2.
}
z
3. '
13. Mans and Drawings
Attach all required maps and drawings to the back of this application. (see Instructions)
•
14. Additional I nformatlon
314 Number Information
•
•
1
•
1
•
i�

7 a Y 0
INFLUENT y INFLUENT PUMP STATION
7.5 'MGD AND BAR SCREEN
v y r r •
AERATED GRIT CHAMBERS
[ I Imo-- LIME ADDITION
0:1\b
REACTOR CLARIFIERS
f r r _ WASTE LIME
SLUDGE
AERATION BASIN
-1- -- - -'- RECYCLE
O a 6 •
SECONDARY
CLARIFIERS I I
BIOLOGICAL CYCLE
PUMP STATIONSLUDGE
d WASTE Ii i
DUAL MEDIA GRAVITY
FILTERS a-0 THICKENERS
11-E1 CENTRIFUGES
CHLORINE HOLDING
CONTACT a-0 TANKS
BASINS
> 1 I AERATORS TO REGIONAL
COMPOST FACILITY
DISCHARGE TO OR LAND APPLICATION
CLARK CREEK 001
Date, .
INMlSENGINEERS SCHEMATIC OF WASTEWATER APRIL 1991
FLOW, DISCHARGE NO. 001 File `
949.028
7YMCAM-PAIIHELL.IMC..CHARLOTTE YOY T01-lTZ-T 706

•
STANDARD FORM A—MUNICIPAL
FOR AGENCY USE
r i r
SECTION II. BASIC DISCHARGE DESCRIPTION -
Complete this section for each present or proposed discharge Indicated In Section I,Items 7 and tt,that Is to surface waters. This Includes
discharges to other municipal sewerage systems In which the waste water does not go through a treatment works prior to being discharged to
surface waters. Discharges to wells must be described where there are also discharges to surface waters from this facility. Separate
descriptions of each discharge are required even If several discharges originate In the same facility. All values for an existing discharge should
be representative of the twelve previous months of operation. If this Is a proposed discharge,values should reflect best engineering estimates.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
• 1. Discharge Serial No.and Name 001
a. Discharge Serial No. 2011
(see instructions)
b. Discharge Name 2b1b Clark Creek Wastewater Treatment Plant Discharge
Give name of discharge,It any•
(see instructions) •
c. Previous Discharge Serial No tote - NC0036196
If a previous NPOES permit
application was made for this dis-
charge(Item 4,Section I)provide
previous discharge Serial number.
2. Discharge Operating Dates
a. Discharge to Begin Date 20ta — •
If the discharge has never YR MO
occurred but is planned for some
future date,give the date the
discharge will begin.
b. Discharge to End Date if the dis 202b •
charge Is scheduled to be discon- YR MO
tinued within the next 5 years,
give the date(within best estimate) •
the discharge will end. Give rea-
son for discontinuing this discharge
In item 17.
3, Discharge Location Name the •
political boundaries within which Agency Use
the point of discharge Is located: ••
State 2034 North Carolina
County Zipb Catawba `1e 110 7 •
- `..�.
(If applicable) City or Town 203e Newton •
4. Discharge Point Description
(see Instructions) •
Oischarge is Into(check one) •
Stream(Includes ditches,arroyos, 2D4a STR •
•
and other watercourses)
Estuary ❑EST
Lake ❑LKE
Ocean ❑OCE
Well(Injection) ❑WEL
•
Other ❑OTH
If'other'is checked,specify type MAD
5. Discharge Point—Lat/Long.
State the precise location of the
point of discharge to the nearest •
second. (See Instructions)
Latitude 2011 - 35 DEG, 37 MIN, 35 SEC
Longitude iifib 81 DEG. 14 MIN. 08 SEC
II-1 • This section contains 8 pages.

a
DISCHARGE SERIAL NUMBER FOR AGENCY USE
001
5. Discharge Receiving Water Name Clark Creek
Name the waterway at the point of !04
discharge.(see Instructions)
For Agency Use For Agency Use
M100r 303e
��
If the discharge Is through an out• )MOD , y 22••
fall that extends beyond the shoreline
or is below the mean low water line,
complete item 7.
7. Offshore Discharge
a. Discharge Distance from Shore 2078t feet •
b. Discharge Depth Below Water
Surface 207b _ feet
If discharge Is from a bypass or an overflow point or is a seasonal discharge from a lagoon,holding pond,etc.,complete Items 8,9 or 10,
as applicable,and continue with item 11.
8. Bypass Discharge (see Instructions)
a. Bypass Occurrence
Check when bypass occurs •
Wet weather Mel ❑ Yes No
Dry weather 20*12 0 Yes ® •
No
b. Bypass Frequency Give the •
actual Or approximate number
of bypass Incidents per year.
Wet Weather 20$ 1 'times per year
Dry weatherYt7ib3: 0-times per year
C. Bypass Duration Give the
average bypass duration In hours.
Wet weather 2t#$6S hours
Dry weather . CO220 0 hours
d. Bypass Volume Give the
average volume per bypass incident,
In thousand gallons.
0
Wet weather SCIS41 thousand gallons per Incident
Dry weather =*11 0 thousand gallons per Incident
e. Bypass Reasons Give reasons N/A
why bypass occurs. 20=i -
Proceed to Item 11.
t '
9. Overflow Discharge(see Instructions)
a. Overflow Occurrence Check
when overflow occurs.
Wet weather Phi. ❑Yes 2 No
Dry weather -10*12. ❑Yes ®No
b. Overflow Frequency Give the
actual or approximate Incidents
par year.
Wet weather 20$#! 0 times per year
Dry weather 30 0 times per year
• II-2

1r q s
DISCHARGE SERIAL NUMBER FOIL AGENCY V!t
001 A :
c. Overflow Duration Give the •
average overflow duration In
hours.. •
Wet weather ZV #: hours
,q v
Dry weather 0 Hours
d. Overtiow•Volume Give the
average volume per overflow •
incident In thousand gallons, u v
Wet weather ',Aid:. 0 thousand gallons per Incident
«; $X
Dry weather $ thousand gallons per Incident
Proceed to Item 11 a'•f '
10. SeasonaVPeriodic Discharges
a, Seasonal/Periodic Discharge
•
Frequency if discharge is inter *ICI :r times per year
mittent from a holding pond, n.
lagoon,etc,,give the actual or " q
approximate number of times
this discharge occurs per year, '%:ri->" •
b. Seasonal/Periodic Discharge ,
Volume Give the average 210 a thousand gallons per discharge occurrence
volume per discharge occurrence a.%"9.
In thousand gallons.
c. Seasonal/Periodic Discharge ` 0
Duration Give the average dura- days •
tlon of each discharge occurrence
In days. .
d. Seasonal/Periodic Discharge ;s.ZN
Occurrence—Months Check the 21C , ❑JAN ❑FEB 0 MAR
months during the year when
the discharge normally occurs. ". 0 APR 0 MAY ❑JUN
❑JUL ❑AUG OSEP
I$ ❑ocT ❑NOV ❑DEC
11. Discharge Treatment
a, Discharge Treatment Description
Describe waste abatement prat-
tices used on this discharge with }','"F>.
a brief narrative. (See lnstruc- Treatment consists of: Influent Rough Screenin tions) 211Ts g g,
Aerated Grit Removal, Lime Treatment, Primary
• _ Sedimentation, Biological Treatment using Activated
Sludge, Secondary Sedimentation, Dual Media
Filtration. Disinfection using Chlorine, and
Reaeration. Solids Handling consists of Gravity
Thickening and Centrifugal Thickening. Solids
are disposed of through Land Application or
Composting.
II-3
•

S Vs. 1-
DISCHARGE SERIAL NUMBER FOR AGENCY USE
•
Q01 •
k .
•
b. Discharge Treatment Codas S/S, M/M, GA/GA/GA/GA,
Using the codes listed In Table I 21142
of the Instruction Booklet, KG-KF/KG-KF/KG-KF/KG-KF�
describe the waste abatement
processes applied to this dis-
charge In the order in which WNA/WNA/WNA/WNA, N/N/N/N,
they occur, If possible.
Separate all codes with commas WF/WF, PG/PG, T/T, VC/VC,
except where Slashes are used
to designate parallel operations, H/H, XD
•
•
If this discharge is from a municipal waste
treatment plant (not an overflow or
bypass),complete Items 12 and 13
•
12. Plant Design and Operation Manuals
Check which of the following are
currently available
a. Engineering Design Report 212a'. EI
b. Operation and Maintenance
Manual jp1>>&
13. Plant Design Data(see instructions)
a. Plant Design Flow (mgd:) t 7 .500 • mg
b. Plant Design BOD Removal (%) 213w. 97 %
c. Plant Design N Removal (%) . id' 89
Mf
d. Plant Design P Removal(%) glad,. 88
e. Plant Design S5 Removal (%) 217a 88
f. Plant Began Operation (year) 2131 1979
NA
g. Plant Last Major Revision(year) MMTg,
II-4

7 W r
DISCHARGE SERIAL NUMBER
. • 001
FOR AGENCY USE
14. Description of Influent and Effluent(see Instructloni) s
} F
Influent Effluent
41
o i I'Parameter and Code u > o .@ o f o a
a a v o ai �0 = a A �' a
4 > d > -ad xQ tid zQ rn
(1) (2) (3) (4) (5) (6) (7)
Flow
Million gallons per day •
50050 4.0 3.2 4.8 Cont. 365 ec.
PH
Units
00400 7.8 8.2 Daily 260 r
Temperature(winter)
°F
74028 •
24 19 18 21 Daily , 107 r
Temperature(summer)
'F
74027 32 26 22 29 Daily 153 r
•
Fecal Streptococci Bacteria
Number/100 ml
74054
(Provide if available)
•
Fecal Coliform Bacteria
Number/100 ml
74055
(Provide if available) < 17 Daily 257 Gr
.1.1'1'I g I 11:".hi,.
Total Coliform Bacteria . r.,
Number/100 ml
74056
(Provide if available)
•
BOD 5-day
•
mg/1
00310 170 3.6 2.•5 5.4 Daily 258 Comp
Chemical Oxygen Demand(COD) '
mg/1 -
00340
(Provide if available)
547 63 47 74 Daily 257 Corny
OR
Total Organic Carbon(TOC) -
mg/1
00680
(Provide if available) ,
(Either analysis is acceptable)
'
Chlorine—Total Residual
mg/1
50060 C .05 < .01 0.16 Daily 260 3r
II-5

. N r
DISCHARGE SERIAL NUMBER FOR AGENCY USE
001 ` lfil I Ii
14. Description of influent and Effluent(i.e Instructions) (Continued)
Influent Effluent
ea u a 13
�.
Parameter and Code u e 2 o
c a OP u im > =
a
d > d > ..Jd xd wa za
(1) (2) (3) (4) (5) (6) (7) , '
Total Solids
mg/1 .
00500 1960 1542 1323 1826 Weekly 49 Comp
Total Dissolved Solids
mg/1
70300 •
Total Suspended Solids
mg/I
00530 144 2.4 1.0 11 .0 Daily 258 Comp
Settleable Matter(Residue) .
m1/1
00545 9.7 < .1 4 .1 4 .1 Daily 260 Gr
r
Ammonia(as N) -
mg/I
00610
(Provide if available) 5.2 0.2 < .1 0.2 Daily 258 Comt
Kjeldahl Nitrogen
mg/I
00625 •
(Provide if available)
16.3 2.2 0.5 3.5 Monthly 16 Comp
Nitrate(as N)
mg/1
00620
•
(Provide if available)
Nitrite(as N)
mg/I
00615
(Provide if available)
Phosphorus Total(as P)
mg/1 .
00665
(Provide if available) 5.9 2.4 0.63 3.68 Monthly 16 Comp
Dissolved Oxygen(DO)
mg/1
X _
00300
7.6 6.9 8.3 Daily 260 Gr
II-6

A
•
•
. DISCHARGE SERIAL NUMBER FOR AGENCY USE
rim tit'.
15.Additional Wastewater Characteristics
Check the box next to each parameter If It Is present In the effluent.(see Instructions)
Parameter a. Parameter c' Parameter a'
(215) _ l) (215) H (315) y
L w ::
a. a et
Bromide Cobalt Thallium
7I870 01037 X 01059
•
Chloride Chromium Titanium -
•
00940 01034 • X 01152
Cyanide Copper Tin
00720 01042 X 01102
Fluoride lion Zinc
00951 • X 01045 X 01092 X
Sulfide Lead • x Algicides*
00745 01051 74051
•
Aluminum Manganese Chlorinated organic compounds*
01105 X 0I055 X 74052 '
Antimony Mercury X OiI.and grease X
01097 71900 00550
- Arsenic X Molybdenum Pesticides*
•
01002 01062 74053
Beryllium Nickel Phenols
01012 01067 X 32730 • X
Barium Selenium Surfactants
01007 X 01147 X 38260
Boron Silver Radioactivity*
01022 01077 X 74050 •
Cadmium
0I027 X
_
*Provide specific compound and/or element in Item 17,if known:
Pesticides(Insecticides,fungicides,and rodenticides)must be reported in terms of the acceptable common names specified in Acceptable Com-
mon Names and Chemical Names for the Ingredient Statement on Pesticide Labels, 2nd Edition,Environmental Protection Agency,Washington,
D.C. 20250,June 1972,as required by Subsection 162.7(b)of the Regulations for the Enforcement of the Federal Insecticide,Fungicide,and
Rodenticide Act.
II-7

I -J
DISCHARGE SERIAL NUMBER
001 •
16. Plant Controls Check if the foiloW- FOR AGENCY USE
Ing plant Controls are available
for this discharge ril
`t «:Sit<.
Alternate power source for major `a8 •
pumping facility Including those T ; •
for collection system lift stations ®APS
Alarm for power or equipment s. .
}allure Mn; 124 ALM
17. Additional information
Item
Number information
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
•
11-8 a V.5.GOVERNNIENT PRINTING OFFICP: I:•?3 0-508.432
•

ti w
. FOR AGENCY USE
•
STANDARD FORM A-MUNICIPAL
SECTION III. SCHEDULED IMPROVEMENTS AND SCHEDULES OF IMPLEMENTATION
This section requires information on any uncomoieted Implementation schedule which has been Imposed for construction of waste treatment
facilities. Requirement schedules may have been established by local,State,or Federal agencies or by court action. IF YOU ARE SUBJECT TO
SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES, EITHER BECAUSE OF DIFFERENT LEVELS OF AUTHORITY IMPOSING
DIFFERENT SCHEDULES(ITEM lb) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATIONAL UNITS(ITEM 1C),SUBMIT A
SEPARATE SECTION III FOR EACH ONE.
1. Improvements Required FOR AGENCY USE
h a,
a. Discharge Serial Numbers440`; SCtIe1.lVO`
Affected List the discharge
Serial numbers,aSsigned in Sec-
tion I I,that are covered by this • -
implementation schedule
b. Authority Imposing Requirement } ' •
Check the appropriate item lndi- _ •
eating the authority for the Im-
plementation schedule. If the
Identical Implementation sched-
• ule has been ordered by more
than one authority,check the • r. •
•
appropriate Items. (see In- •
struetlons)
341b`: ❑LOC
Locally developed plan ❑ARE
Areawide Plan ❑BAS
Basin Plan
State approved Implementation SQS
schedule
Federal approved water quality ❑was
standards Implementation plan
Federal enforcement procedure ENF' '
or action 0 CRT
State court order FED
Federal court order
•
c. Improvement Description Specify the 3-character code for the
General Action Description In Table II that beSt describes the
Improvements required by the Implementation schedule. If more
than one schedule applies to the facility because of a staged con-
struction schedule.state the stage of construction being described
here with the appropriate general action code. submit a separate
Section III for each stage of construction planned. Also,list all
the 3-character(Specific Action)codes which describe In•more
detail the pollution abatement practices that the implementation
schedule requires.
3-character general action
description 3tftb'
3-character specific action
descriptions 31)14' / • / / /
2. Implementation Schedule and 3. Actual Completion Dates
Provide dates imposed by schedule and any actual dates of completion for implementation steps .
Ifsted below. Indicate dates as accurately as possible. (see instructions)
implementation Steps 2. Schedule(Yr/Mo/Day) 3. Actual Completion(Yr/Mo/Day)
a. Preliminary plan complete 302e -----/�/-
b. plan complete =O2b 1406- -/
c. Financing complete&contract 40E0 4 -/-!
awarded
d. Site acquired .'tiiA: -l-/- :ta '.
e. Begin construction /
f. End construction 3t12fOit
g. Begin Discharge -/ /- *if, -/-/
h. Operational level attained 5t28 -/_/-
III-1 This section contains I page.
GPO 865-707

•
_ 4
POtt WNCr WI t
STANDARD FORM A—MUNICIPAl1
fl
SECTION 17. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Susan I/Wertowoff of area radar IOCllslrral fatilitr 4lscna•MaS 10 lar totillitimot sratam.wry.worm ITCH I rY fa,ism 4cltmr alsar.if
boo. Iwireata mu 4 Intl Sta,aa►a Inaust.ut ClatNfrcatio/tSIC)Cots fee tip lyllwv air mow wMRt se rem w,Nsrlal.nw ttw t,.Illi..•
land tlalIom woe nay).arms Ills CRaractarittutt of inr wetllwator eaClta.4aa hart!file IwSmtftal MRiltr Into the woltban mal Aram/. Campo ;low
III lbw 11111 ara/masons of pro0ueta Or taw mtat"Ia11. W.Inair tloest
I. MVO,CMtelrrtirq rasilitr • •
(w•wtrucuoo$1
Mom . rota Ao15e rascade
wwltO u
.aStrt 401b Rankin Ave. M -
City 4414 1//� e w i dlr�l r
om Cm, 4oto E1aiawba.
state 4010 N C. .
Zap Cots 401t 84058
_. Praia' nano,,Industrial 402 a L,6 3 _
• C4ulitastis*Colo (far
lltsm,ctlofsl P
Wets(:as
3. Mwassal Ptoomet or bow • Quantity Table III)
Malsrral two rnrtruclionr)
• rraauet 4.3a (orrugaited boxe4 I nee ASO S-t .
maw Matniat 4431i Ole/ NM .
4. Flew 1001Cal0 t/a roIu s of wall,
4rtfarow into tea municipal srfr 444s 5.7 titow{a}id wlpM se,pr
taw,to tn0usana 61110111 Oar day
a/a warier tart armcnaria as Inter. 444b IAtrnwrlta/t(Intl 0C.4atifwuwa(prai
mmittant or continuous.
I. Prst,aatatool Prawn' Inoteatr of 14©4 12144 Qf10
IMrt,aatm onl t•olo mtob poor-to I
wrterrrt4 toe municloar smsrn •
4. CaaraatMstlas ar waslr.rsur
(w mstfvcucfs) .
assif M+.aramrt`m" I Rod 1 rod TSS ammania, �u ' Zr 1sI
rrmu4.vartir+w 0031O I
O0 1I4t) r)OS3b (O1fO O'�1a- O10Q 0l6t17
C� (D'Y . .22 , 114.8 , .I 2 .433 . o43
A" o Cry l Cr Pb
C44a .ra/tator
tumor/ hr),2 ( I03ii OJD51 •4Mo valve 00 G . 009 ,0a2
rv-1 rite rustle/awakes 1 path
. CPO 114.101 •

POa1 MIONCY eras ,
STANDARD FORM A—MUNICIPAL' ' 1 I 1 l I I 1 f I
SECTION UT. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Syaltln s Nenallen of earn MAT Irtalrsirlal tacluly ellcflarlutl to Ow 11MNYa1M1 syglae .6suie I NGiara.1.dlan IV tar as a IoCI ty cNacrrti
Iloll. 111e144ts tM 4mot Stanaaro Industrial C/4 41hC11lon(11C)Cade est tM IMlestnr.tits new/r.rlret M ea,„aaallria wo lima 11w thaw.•
lard'Worn a«earl.ono ins clla,actsrntlet of till raltoratw 11tdtara/Front as Ilttlllstrlal IaCllily Moths otv.lanahal.yltUrl. Carllwl :a.y.
111 for stalwar0 nlaatur.t of women or far roatlr*Ml. Iwo Mltrvellof.)
•
I. 0 11.r Cosirtatltlws Facility .
(!w Mstrocuons)
N4wi. 4015 13 I-ay./ 1)1 ru r n 1141.1.u r G __
-
NUI0IKStrai 4410 1309 M . t allese.
City 461e r`a E[[Vl1 o/r1 -
•7
CavmCaron, •
4014 . C 2 L2 D Q.
seats 4014 &I C • —_
IloCoat 4011 _BLSg
3. Primary Standard Industrial 402 al S 1 I -
Ct.1a1f1.atian Cola It•+
-
inatructlonll
•
• Wen Moe
3. M.aloel P..uq.r Aar • Quantity Tt#alo flit
a1.Mrtal Dos,nttrWC1i0il111
•
arealret 4032 bJood - houshold F trnr r ens 1S e , I-1 , -
new Mat.ria. 4436 as , M! •
4. Mow Indicate till wow.*el water +�
eninaraso enio Ills nlenlclo ¢a,syf 4fa4a O.S _ilIaIlaM Wen Mt day
•
Wee in ntowand oslions our day
ales t.ft.11►.r onus eneflarl.I1 Inter- 4440 0Intarmlttant(Inl)9Cant oraarsico.1
ntlttant or continuous.
I. rratt.alon.Itt Prowling. dedicate if 14es BC,' ONe
ontnatnlant is oreiildad ono,to I
meson,to.mormloal system
S. C4aranorlitlsl or Waslowases
(M Murvctl0nl) •
•
NM» [�o d Cod TS S . Cu,rr mrnnnic 2 n ill
�a Pwanlator
� � Nu,.ler 00316 1003I0 oos30 0O61n 17toii2 n1Q41 Q10G7
Wlul 1 i C7 17 1
•
Nom*liatarl.l« I C d I C Y Pb
Nair+r'
a iMaeMtar
T�■ pEO n1n3LI e1o51 .
OM Vallrs -
•
. 002 Q�1 t iQ3$
TV-I This stenos eistaku i page.
. . _-_ GPO 1111.701 •

. a
•
POI Ad{CNCY Ulf 1
STANDARD FORM A—MUNICIPAL, • • r i I l i i 1
SECTION>Q. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
•
Sullmll a d.crlotiort of each staler IftdYstrlal facility dlsetlargine to the oweefgt.et swim.nisi s usarSM Ileum IV w ar ai tamy own..
lion. lltdieate the d dill Staftdard Mauttrtal.Clain tcatlon t$ICI Code fee t.e tilde,.late fads/1siSet M MN Ihetenel.tree flew Igo there
saltd gallons..e dates.and thN charecterls1lct of the wastewater dllcltergad hasm tM hohadrlal(.Litt tato the Invd*t.si system. Comet =a.r.
Ill Mt aanda►d Manures of.►odtKts 01 few motegt l/. (1m lft.IIYglohal
I. Wise Ceethinelee OWN/ •
(s..rutruCtlonat -Pewee 4011a 1^a h:WAL_ Asp are ri M 1 i 113 4
Nterhoe►.Street wile C100 f/J 51 gwy 18 —
Ctty 41114 id a lAi 6o
t
County 401d [_n i w b . —• —
/
—
State sot. Al C - —
•
210 Code 4011 5'657g
2. .$,leer Slan.afd Iwduttrtal 403 226.2
Ctaselpsauen Cede pee .
Ilntrunlontl
Weis afd.
• 3. Peelleal.r.dttst or Si. QYehtlty TONG MP
et.rial lice /' '
Y ce btltr
• nroaucl 403a 110,51d L/ ni,5king MS —3—..•
} _
Men + Inlamen
•
Mew as rt slaai 443b At1 •! •.
4. Fleur Indicate tee entente of peeler
drenarees into the.tunletoal eye. .Na 1 3•q soothes''ottarlr Mr 11ar •
tent Ill thOuana 511101 a Dee oar
and wnelner inn dennup le Inlay. 4610, (gfnlennittent(Int)pGMgAlwslceetl
eminent or continuous.
I. /r.Iwateeent Premed lhdicete it 1455 0Yit Etrte
pr.11.atnynf th Claridge Oyler 10 I
111130t lg the fnYhKloal warn
• S. Cdar.sWsiettea at MatMraLr
(M mutmmplorlal
•
•
Manx e 13c d I rod TSS arnmmn►'a, eb F .7r- \ r
tAag .,camel..
•
MillNumrrr 603 f b I o6.4l0 06.C30 nolnlO mowof042 ofO07
Vann 107 1 l Val I —
1J 391 L.7 3.9 .6C1 .217 . 609
•
'Mantetef 1 Cd Cr ' Pb
name
d iararn.far
�rlirt�e. afo�7 ' 107L1 OJOS/ .
sue. Value . 003 I.01). . O2
•
iv-1 • TAla.deuaal seeta.lwd t wog.
:Po aas.701 •

' 1QL•iss Ohs
'Ned l sefw r/ P PA
I-A] •
• St0 ' 8Q0 ' tiov '
• ISQly tTeUlo ' Lrv19 ..iawlnw Me
iniguligii
qd I P� f . I Ml1I4
Iry • 'ca•1 ' b°7C • °T'h -C32 8c. h11 LLB
L.°]OIv tb otv rhoIU 01'70a' ISQ0' 9? ov 9II2oo .auwllni
i +�z nJ a�vwwU ' SSA Per] Poe aW wi p INu5M� I
.
w1
•
• Itu0ninpstl*ow)
.s1SMasIM is saf 1Maimui 3 's
w.pMAI rSOlafwfw aW aulwiW
1 08 soma papaaO1011,lwaWlaa.la.0
• 0 ssA Q IN )I alalwP 1l Paslasy Ha111 11Way 'f
lwQa)s1lala.n inOM111u0a.0 maim Ilw1I)up111tuis$Yl� suss► •asw w sslfw7MP Dui MY1MIn1 PM
Asp Ms Ia10s11#ouMnoW W suss
• Asp.as twnnss ass/lassos twos 4AG IttIII&ssl01W P) 111417 11
r�• l)R.slfr i0 alunioa OW 010310111 r•lU 's
• �� / - ICH Inlaltlh'MU
J?c if
ow --� Mr 01 f ' 17 t vro j j. v 01..1.9D Intr 1a1+Poy
(1UQ113n,Nwl Mir musssaa
11 *1 i1w .tO N I3SPs.O nlu11M1 •!
(SIOII3lU 5$1l
_ a+t) gig,lrtgffNw93 .
19 a COP - IUMllnM1 pltPutl!£i.ir1.O 'C
9.5vBTe slop NM ea
--d N a101 sins
-1;1r•1-q ) PIC* • Aiwn03
• Uiq MAN MOP A113
'15'p Y•' 3 5-1)3 I O 2" 01e. iM.lf 7.OQ0101111 .
swipe
(swonslulsl1l ssal
• Alwfsfl SOf aI$11w3 mime •1
(11011pnnwl ss1) •SPTIEful NM s0 laDIDOid 10 ta/nia.wl Drifting in,ill
NW: WOW* •wr$IAM tss17ww111Y sal osus*paws mamas asp sung paa.iAwp Allar.UIM and 10 stllw.alsslfwl sin A11f•1AI0 6a11 Wal lH OM
••.In1i sal y$GIP lasisaaisi alas s•1ismas a am=sasa'L 11oms alll.al s9F73 MISS aossrusissot3 INNshPul M.Pufls slim f aW a$ailMsl von
/Uas+l•Amp • s Al wpl7ss swims s Pwl55•wP1aRa patainsas swp 01 swM1tossa*swap sosis 1put MUMS w7s1 1O YOIlON7asw I 111011ns
1,N313A S lvd101NfM Oil NOWIIIN1NO3 31SYM IrltuSfl0NI ua NOLL33S
i f ll f - '1Vd!3!Nf I1—M WHOd OUVCNV S
1 i/A**NM 110.1
• •
•,r 1

r ii a
a
•
FOR wi[NCV WI l
STANDARD FORM A—MUNICIPAL' _•
` I I
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Suafnn a aaacr1pti0n of wen ILIA,Irloualnal fasillly dltcllaratna 10 Me FraagegiedIVII4In.wine a senoraft SWUM IV fat alas tactiny Oran.f.
lion. Imamate use 4 avail Starlaara induttila1 Classification 101C1 Cola hop IOe miry.woo niafvsr aaa int r ram M1Riai.no Me.Ina Ian.••
land 0alfont a.r aay).and Ins ChsfattnN*ICs of Ina wart.wata►rlsdnafaN trfan 1110 lialantflal)lenity Mfg Ind radii adal Systefn. Comm :sons
III for atan4ar0 niaasures of grooucta Of IS Mtge lilt. laid InatrUC110ns)
1. asataa C..trtoutino Fasinty •
paw vasatfvCUonal
Nr aa 401e _ C are t I 1`�I i I A CL- L
Nlrrrla.►a S Ire)1 401a SA I f1T h [ 2!d WC)1 ,4
vc
V City 401s ' eV,' J l 4ri . _ .
County 401a c(��to ltif(]rt..
•
S tate 401e M[s
QQ �_
ZiPCoos 401I r,(M1(aSC]
2. Prunus,Staniar'Induit►iai 402 ;. L9
' Cfiaalflcati.n Coos ma
lnsuvctlorul
. Wins ff.a
3. hlnafpsi aH.ucl sr Raw Quantity Tops itli
w ienai Isom instructions) r
firocuct 40ua c+niS�, �IiJ .t!ar tabric iaa PYD digs. N-Z •
•
•
Raw Malarial • 4034
4. Hew indicate Ina aolufne of water J �]
f lscnarpo into Ian munition Sys. 40 I.4a I.CO 0 playpiy sonars a r M1
lain In ghOurana simians oaf pay
MI urnalina,Intl fidinarp is oiler- said tentanmitont tint)0contUrvwntssal
"mum of Conilnuaus.
D. Nltr.atwr.at Osamu ef Imagine ii 400 ec.a DNo
o ninainl.M II crewcut ono,to I
antenna Ina munition system
I. CaYasleflaUes of tMalla faiaf
(Mu rnsiflissioutsl .
•
a.ferirea. I
Noma �3od Cod 7`SS ammonia` CI._ ,-
Zti N;
• a Of rarrr.raf
ter+ Nome., Obif 003'Ya or�53n olalm o1c 'I.2 OI042 610Ca7
Vai,,, 321 1 1 18O 5y 1.5 .778 . 103 ,097
•
"a"*""Nafna C d , Cr I Pb
aa,arneter
Nlrrna , OIC)2.7 I nib 3I oto51
lanai Value
IY 1 Tido ueUUw SinatatR 1 pass.
GPO 1111.701 •

I • -_ .
r
•
—..
von AMMGY lU I
•
STANDARD FORM A— MUNICIPAL• Mill 1,
SECTION W. INDUSTRIAL WASTE CONTRIWTION TO MUNICIPAL SYSTEM
Seloa m a rscriotron of each Miju I,Wustflai faculty disChareine to ti►.Inurrtldel tgftiaws„viol d nrleratv iec sae iv far ash fedltty atom.
tidrl. Indicate the a dlflt Scansion/Industrial CfaWfrcalbn ISIC)CON No tee hidimarlr.the Melee I/rerUCt dr rem itieterial,the fader tns ISM..
Jana saflone ner day),and Ina cnarticterlatIci of Ow wattmeter OsOiraN Mewl Ilse inwstriat Satiny Mottle nwnreiMr iytistn, COnrdl %dire
III for standard nloasurei of groduClt or raw ItMwrWs. OM lrritrvCtirina)
1. Maier Cailithittlni Reet1112 On-Law
1 ! ` • t /' r J .
tams Mine aMIrYCGtini) 4011 1 .C1711 lr1L!]d V al Le Li �l_t�_L_,S 1 IA C�
• Munisori Street a011r LI dl ff 1AIe i1 T LvQ . _
City arts kl[ J T8 n _ .
County seta Cali&i,bai.
—
• State set. 1 cN C -
ZIP Cede Jeff .18(ogg
•
2. Printery Standard Industrial 402 .2 a 51
• Claulficallen Celt (is.
Intimations, •
I.11011 Me
2. f+rtnW Sr Mardian.r Raw I quantity TalMe t1U
Mawitai (lee Instructions)
•
• 'adduct 4a3a _14OS'C—C!1 7 1'nLSAiny MS ___!, _� N- .H--1.
ro14611 i nylon
Raw Maims' a1R11 ISMwx
4. Flew IndKat.Intl volume Of watt, f
&Kcilarfsd Into 1M nuniCioal sys. 4a4a 3J,•Z3 _G mile d,MNfq oar day
tens in Mariana tenons per day
and wtineN imt riicnarde K Infer- 4011e (Errnternutt.nt(Int)0Criwrtiresialtarl)
Irattlent or continuous.
-
S. Pretreatment herldsd Indicate It Ora ❑Vas ®F40
Onatr.etnwni II d►a idea ono*to I •
entering trio rnuniCtlraI system
•
a. Clirfetartrllai.f Wastuwoter
Om i itructions)
•
• mtllN I orb _ rid _ 7'SS . �mmonc� e Zn h11
aina Plums, Ql?31'd !lf'13�11ti 40S3O OOloifl 6/04 2 0!0 Q2 MO
alibi Value
1S7 , (r.y2 , 31 _ , .1.2 .2412 .22 li • . 623
•
I Marne
l Cd i Cr Pawns'er
Pb
Mawr.hummer ` .
010 27 1 n103+� b/OS/
aro Value
, oo2- , 038 .03
IV'I his samara awerfwr I pato.
CP o eiS.701

•
1 ii III
• POn ASplev Usr 1
y
STANDARD FORM A—MUNICIPAL' 1 1 I , 1 1 1
SECTION T. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Su.ntn Al dtatlodon of Men alarer iwittstrial facility.ttlMrylny to tea rwllrultl.el tllrttawL Wag eesarw.aelsew IV tar ease taeaety dste.le-
Lion. Indicate TIN.041 Swam/Itioull.lar CianNHcatbn olio Coo.ter IS.MdYatry.191e ewer onalwel ea raw ryrarlat.qN New III Inns..
Wall liallone oaf any).aria tea sameetatnelel of em waflawatar Midland/Mein Ins Insadtdal tae.Rp Melee wla001101 System. Cowell :saw
III lot stands:4 measures of endued et taw wNtarlell. We fnnatnit:llorlai
I. t..lar CalltrtlwU.g ra iiity .
I Ow tw.truetlonll _
NISI. aota Clyde Fabric. Chu iSon 6r a)ixi- 4.a.rnS.
•
Nurr,o:.41 slr..t a.ta .28 AL Caldwell Air. -City 411e rV[w+p n
County 401d CS L e:um i C . !•
State ap Ji t. ` C. •
Zip Cods Gott dV.oSO
2. Mrwarlr stanaare Industrial 402 .2.2 I I _
Ciasiticatlon Cod. tail.
Instruettoml .
Ueda Mel
3. Mwfa.al.ndaq of R.w • Quantity TRW Ill)
aaatrlat tree instructional
.roduCm 4.3a produce giavc I- aim 3g • .ails .
6r14-crNO ft -rabrif.
now blatenal 44311 _ Old AM
•
4. claw Indicant the Volume of.at"IacMi/.o Into me murueical Syr dui 57 f! P•a thenriarlr ONIONS wet day •
tam M souunA'allots ear Oay
and lMth"ilia amenity,Is Int"• aMa ar ntattnetawt Ono QCentenolflntearll'MUM Or Continuous. .
I. .rdiraatUN5M.re.t... lndtcatarl 1 41a 1*h QNo
atetraannenl It Oroirlaad once to I
antenna Ina ntuwicipaI tyttsm
S. Cnarastr,Mlss at Wutew.t.r
pee+wtued+olrl
•
•
N,snatte.
MO I
" I +30
d 1 Cod
dial,amens'et
7-5 Ornmonict, u r Zr Nk
vmosi 003Lt. 1603q0 00s3o gat,rn 010LILA 01092 _010e 7
c15F 1 1177 SA .2.o .21 1 . 127 . OS
1 .aratr.l.r I I Cr p ,
Pigmy
t�..a .amen.. 1� .
v14::: r OMg7 151d3LI nio,SI
•
83.11
ii valu■
. 013 ,o1y . 04-ig
•
IV`1 TIE...eltan Cwatlt.1 page.
- - -• ..0 1e2.701 •

•
FON wuMcr vas I
STANDARD FORM A—MUNICIPAL, 1 I I 1 I 1 .
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
•
Susfall f ddcrlotlon or each nailer industrial tawny sllcnalalna to In aainretaal MMus.reins a ea0mata Sattian IV ter chaff tawny dsieii
tion. Inaleeta the 4 4aaII SIinelar4 Indufirlel Classification 1SICI Coale tar tar Mrlalry.Ile maw SI lUrl r rawr=MIMIC tar now troth",
Sind gallons nor dirt,and the cnateclernlicf of Ind wapewatr ddendresd Sr .a Ills lne itrtel l NIly Into IM IrrsCyal mum, Camels ;my
III for Standard mad ufN 01 aroduetf of raw Oaterali. ids inert lellona)
1• Oe$r Cantrtairtine raeiilty •
pew rwrvcuonal
Mime 401e 1^�C� �IDV S rnlnn rI
•
Mwnner4 atreel 4016 u r ri S LS o a d - —
City 4615 LAJ 4.0 A. —
County 4014 L/ b a- -
State 4211a 1i r •
Zia Cads 4011 186,58
2, Hfimary Standard Indust)ll 402 3/n13
Clelalllratlan Cara on
ItMtivetIonsl
• L nne lase
• 3. Parini pas/ISSuet et dew • Quont ty Ta4la 1111
Miterlai (w Inn IUCdonul
Primal 4a2a produce h)9N nickel n.a S. , __ •
• .6-a;ni[SS Sdsel Wi r
pr0th cV
now IMata►n. 4$3a 4111116 , M40
4. RIM InpiCale Ins volume of wafer
SIClyrpa into thu mulucipal eys• 41114,1 _gaL,2; d1Csisind dollenSder day
tens In tni isand'Worn per day ,..,C�
afn*Maw inn disc harm II inter- aline 0 intermittent tint){ywntiraiwateM)
mitten'or COnneuWi
S. Mtreatrnent Preaaes Indicate if 4a11 ells ONe
OfetrsatmSM If prOoaoIS ono/10
antenna Ina munplpaI system
•• CAllr'asMtlsuui at waffewadr •
tele mpnichcm31
•
.«am.t.. l3od I C
Manse ad TSS ammanic Cu zh N i
Parameter
Iwrmeer O63I i nn3 i6 OOS3> 005!„1O OiOL1•.. O/O9.2 010107
ayes' valve
514 I l c07 , f.2.1 .taLi .253 . i 138 , ..204
•
•
ParanrelN I cc, 1 C! PhNaive
e Paramsist
Pouring' Oloa
,0103� alos! •
1401,1 Vales
.007 i .650. . O3'4 i a
•
•
•
IV-1 Tide a rttol euiwtsw f rgh.
CPO 44e.701 •

• r .
•
POO 441.K4v uir t
STANDARD FORM A— MUNICIPAL . . 111 M I H I'
SECTION TH. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
S i$n1M a o..cnallen of sacs major Ineuslnas fKlllty discharging to I .rnritltla)1 MUM.rusty a alealat)Wilda IV ter Mai le¢tHly dograir
t1on. twstcats tns I g1gi1 grassing lrtduat.rar Clatftftsallow!SIC)Cads fur Ms Mitaery,the hater tyHilt is raw trtlwNl,tlta Oder ten thee,
tr110 Salton4 sa►oay/.and Ma cnuactarstica of the wallewatsr drefHrsed Iraw t114 ar.alatrtal leiIlly Iota ts.w111wa pai syll0n• Consuls ;faM
III for 1400110111 m.alures of product'Of raw eta er ail. (Ina Inatruetlonal
I• lealair Csw1rlautlwg Facility •
tawtnstrlrcudna, - 11[r e d i f h r dam Wino dale �-.—
• Humber&Str«t pm 5-1.. fames (hurch Rd. _
Cup .ass Xi elnl+o n
-.C a+Ceunty • gam4"Aif1 cz_ _ `
Slate dale kl [ •
•
214 Cede doll y g1.LS fit
2. Prtmry Standard entuslrlat 402 ac75..
G.salllcatlan Cade (Sae
tnhtivctlortll
nit' 3. Pilwsal lingual sr law tJo Ifs)
r
tilafan ties iwttructtonet Quantity. TlTow ill)
al
• Product .p,. COMM ereioj Prinii nl isle 3S4 ma, ai:l •
•
Raw Material dal/ MN.
4. rims Indicate the rolu*M of waifs
discharged into tn.municipal wr 4 14 55•4-
tens in minim womb Wm day mamma wens aloe datr • .
fltltldnt[Ircontinuous.and whew, isdrchaff a I110r. .Sal Q Inturlttltent poll O'Esettawuwr$(COn)
1. Prsiwstmem Premed Ind,c4* tf dos jygl oHo
0rrtr.amwnr IS 01001000 0110r 10 i
*Mitring Inn munieloat suntan
S. COYestnrtw a1 W.ttswalar
dM Infl1HCtioR1)
MallPer11M 15,
teams
P.nom sr II pd Coc{ Ts. ,m nnrq ru r I
4.11111
Ui
,gen. O031 Ati, 0611lr1 6053Q Oo(o/O a164.2 01n42 ()Ot,7
377 I 6,47 1 48 t R.Y , 51.9 .a75 .
....mta.. I
C d CA. Ph I
Ms.!
hums
Pararnmer
f.umnr Q1O 7 e NNO34 J)!OS1
..f. valu) .cos . 1a13 . OSa
•
•
N 1 This amnia ealll.Aad 1 me.,
6110 11).701

4 -4 r .
s
• FOS N WMCY VIC r
STANDARD FORM A—MUNICIPAL' Lii. . I
SECTION L. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Su11.1111 a aaacrlption of qeh wale,Indust full facility souniralws to too iitmosicisai sallow.using a aaasrata00t14w ly for aims I41.11Ity ddthty
tlon. Iwdicala Ina halt Starsmard Indust ism Classification ISICI C .for the Milt1atrgr IIIa moor a raft ct as raw uiasaslss.Ilia swap Ins mph.
sand valiant par Coy).ana tna cnaraclefistics of tile wastewratw allcttarQ0 Won this M•R+ trio)tautly lolo toe sisowc*ai svttwm comas :coo
III for Manama w.esurss of moats of raw materials. (No lwatrusitam)
•
1• 011ycr C.wli1041111e raattley • •
Me thstiuettarutw1 -
1 .^
Mains 401 a /1 0 t T C Z. �V j l --
• •
Mianwara Simi • 4011i S l y In/e s f 21 s T S T — —
—
ply 441 v1c ` PPIA/10 11 -
County slots C a.40wL..b cL,
S1114 4014 _ /J C -
zip Casa 4491f r2 81.f5,g
-
2, drlhlary standard lndurfrlei, 402 ,225.2
-
Cessslfleati.n Cogs cos -
instructions) w
Unita nag
3. M.ateal Product or Row • Quantity Ta.r.III)
Marna, tsse inst1uCt.nna)
..aeutl 4.3s kn i T, 't i n i s k - N1 e n + dn. 15 aft. JELL
•
Women hoSiety
Raw Malaria. 403a Cad. I .
4. flow Indicate ens volume of waist
4lsenarwo into tn.1140111C mai ayr 4114a Si.9
tnauaatr.auafia our say •
torn In thousand gallons Dow Wy
awl wrwathn tn.{warms..as msg. 4114a ®inta►1nnt.nl(IM)OCawtwaawaltxtn)
notion w continuous.
I. Pretwalrwa.t Provided indicate If 441 Bern I'P4o
oretteatment ws Drovicea,pner to I
entenee the municipal{yam
II. Cltarastaristl.r of Wsst.wster
On rnsirvc1ionf) •
•
•
+ ••• -�
amn
owns at 'I Qrl C n� 15.5 11a'I/17Lnr
Mom. cu Zr. Ni
4�ta Paramour
aM+ m°"' Oi 3 03�f0 6o530 oolglti oro1-a A/0 42 610627
value �CF,5 1 IS 13 67 5.5 ..297++ mg g , bay
•
rnemal.r I PbNome
y. f.'
amorist sr
lwuma.. o7oa7 r NO 3 y s 1
-
4... V.1Y. . 008 ! . oza
IV-1 TAia ammo eseleitaa a Jl.h.
CPO 441.7D1 -

-. a.
•
POIMASEJICV Ulf i
..r
STANDARD FORM A-MUNICIPAL • •• . I I / 1 1 1 1 ,
j
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
&mitilt I tl.rerloUon of sic,Ruder lltotiattial tadllty discharging to tea awartlrl'wage wing a 4aa4HSS SWUM Iv fer..tlt fat11111i aafnit
Ilan. mamma the 4 digit Stanton.In©ust/tai CNs.ihCIIbn MC)CON far the Mr/ltstry.VW MOW s►—..a.q raw farieriss.lire*ow te may„
fang gallons pet gay).and Ins cnaracteilatict of the wastewater ylQtartM from tiro induatflai IatINT iitto the atealcalal tyste n. Comm i Soy.
ill IIdr stamina nrinursf of pecteluCti or raw mawnail. flee inctlwcUenel
1• MO Centtanutteg lrasllHP •pm I
Pawns Mi.trvcu.ilfl f V 401a e V,/TQn Kni4+Lg. M L!IS r.-
•
•
• feun0er4 Street 4aia • .21.2 1 LL I'.Ldf-1•/1_ As he
—
-
city drat. kJ a 1n r/ an .
County 4014 _n 1a.w b& —• -t
Stele 401. ki L
_ —Zta �COO, 4a1f 81..54
•2, Primer/standard Industrial 402 - 22.52
' Ctaialflcatl.A Cells ass -
Iftuttiicilonl)
•
Units nog.
• 3. /tlweal IV..ufl et ale. Quantity T4Swe ill)
all...rlat Wu instructions)Product 4028 kni+ rinisk - Mer\ 4- I left _ des 1 ILL •
klorncns hosiery
Raw Malaria' 483e '
4. Pima Mesabi!'Ins volume of wale, i
tn "J
44cnetwo into Ins municipal aye 404a (DA r Mamma flaltaif afr say
Iron tit mgand gaiioiie ear day '
ou
any wMtnsr tnia encnarge I Inlet- 4M1 O'Intsnitllt.ni taut I]6Metnua aicenl
meant or continuous. •
S. r►etwatwsst Pr.iMad Indicate if 40S biro ONo .
aretreatni.nt is provided ono/1e I
in1Mna tea municipal system
S. CRSramerbli.a.I Was.ew.t.•
don a+arvetron,l
•
I owairt.l.r 113 o d f Co Cl Parameter 5 (ra mmen i �'LA. z r Aii
Midiaram.t.r
millilwmeet On3/•O 00 340 60510 601.10 0/011• . 61092 O'�Q(n7
vaiw oZ4 Q L r O f a 8 58 I 3.7 . 6.1.7 . ISO .017
arem.t.. I C� I Pb
N Cr
IMa ia•.in.t.r
Nurn69rr
... �,lii. . ISO _ .ors 09L1 I
.
•
rv•l TLIa',aim gondolas!/iah.
GPO aaa.7D1 .

•
/0L•2112 ad!
Ville l#/11112'10I22'r Opu
I'M
•
'CM • " SO9 . i100
*WA leaft
t IS'Q19 Iv OT01 Lr9/U 'iOw'M
•
•
9d .n■+w.■d fMr
a J ��
.�
940 • '180 • ' 519' - 5 h' sr Ls°r- VIDI
inlfA left
L'U1O Zb01i1 'C17019 010)Vu cE St)v 0f,TQQ 1 UT£(KT a•00810/ OWN
Vz . rr b+UO1,t11.UrJ a• f11d J
-
IIYOIIalu1Wl 111)
a•/■+R nesa M 1Ms1MM11a■03 •!
wIl1AI af0i wrW■u11Yuflu0
1 01 101a0 OiD1A010 4 1uqutf111•10
ONQ /24E1 UM I a+•lfa+1lIII 111at411l4 01141/111a1W •!
Ilaamlla�a>tlil+w,0 11u1)Iu11Nwa•u1 golf1AOnYnYOa•0 1uoi1MY
•MI11 II 110101.2141 Inn MItIMaf MI
Alm al wow,minnow Ill WOO
An a11s#1171Iw 1Y1IIs1IIi h, t, If p 44I+M+apvnw 1Y1 mu.DI1a11 2110
meow 10•Mu010A Out I1t3I0l1 a•11/ •f
• - !!Q1 I■u■IwII mfa
/ 4 ! 'v y s•Y--pv 1
ear r1 L lump! 'COP 13+I00y •
ahp Isulnan11sm•iil ■tMMfli
11T 1�fy I1 •■0••wnfw I3I II4 •e
•fs)WW1
•
Isuollana sul
sail •212 Y•n*sfl111113 .
1.s 'r Or l■I/Itnful fl■Iu■1!+IJ*Y+YI •!
•
V517S1C ,IO. 1OD3r1z •
. - '7 N •I09 11f1s
. • - QT( lMDfrod 2IOt Mum*
V Of Y (—
'N• MI3
UiVw It4tiN I0I ' llOf 1.11I!7a•OYMM
•
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STANDARD FORM A—MUNICIPAL ' 1 1 1 1 1 L I l,
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
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•
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_
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•
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STANDARD FORM A—MUNICIPAL' . IIIIII I
SECTION>Q. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
•
Submit a oSeflotlQfl of aacn Najaf Ifielalrlal facility 111K14181411 Ii One e011000l1e11100t0014 ISM a..e.rsIO Marti..IV fed melt Ire1flty.rip
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To: Permits and Engineering Unit
Water Quality Section
Date : July 25, 1991
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Catawba
NPDES Permit No. : NC0036196
MRO No . 91-139
PART I -- GENERAL INFORMATION
1 . Facility and Address : Clark Creek WWTP
City of Newton
Post Office Box 550
Newton, North Carolina 28658
2 . Date of Investigation: July 12, 1991
3 . Report Prepared By : Kim H. Colson, Environmental Engineer I
4 . Person Contacted and Telephone Number : Dwight Wilson, Plant
Superintendent; James Richards , Chief Operator; ( 704 ) 465-7480
5 . Directions to Site : From the intersection of US Hwy 321 and
SR 2014 (McKay Rd. ) , travel west on SR 2014 approximately 8 ./3'
mile . Clark Creek WWTP is located on the left side of SR 2014 .
6 . Discharge Point(s ) , List for all discharge Points : -
Latitude : 35° 37 ' 34"
Longitude: 810 13 ' 55"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No . : E 14 NW
7 . Size (.land. available. for expansion and upgrading) : There
appears to be adequate land available for expansion and
upgrading .
8 . Topography ( relationship to flood plain included) : Flat to
moderate slopes ; the WWTP appears t0 be protected. from the 100
year flood .
9 . Location of Nearest Dwelling: None within. 500 feet .
10 . Receiving Stream or Affected Surface Waters : Clark Creek
a . Classification : C
b , River Basin and Subbasin No . : Catawba 030835

Page Two
c . Describe receiving stream features and pertinent
downstream uses : General "C" classification uses
downstream. The receiving stream is discolored from the
subject discharge via textile dye waste. The color does
not appear to impair any known downstream users .
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . Type of Wastewater: 25% Domestic
75% Industrial
a. Volume of Wastewater : 5 . 0 MGD (Design Capacity)
7 . 5 MGD (Proposed Expansion)
b . Types and quantities of industrial wastewater: Primarily
textile.
c . Prevalent toxic constituents in wastewater: Copper .
d . Pretreatment Program (POTWs only) : Approved
2 . Production Rates ( industrial discharges only) in Pounds : N/A
3 . Description of Industrial Process ( for industries only) and
Applicable CFR Part and Subpart : N/A
4 . Type of Treatment ( specify whether proposed or existing) :
Existing treatment consists of an influent pump station,
mechanical screening, grit removal , lime addition,loprimary
clarification,kaeration,lsecondary clarification/Ldual media
filters , chlorine disinfection,Uludge gravity thickeners , np,,
1.-centrifuge sludge thickening, andUludge holding tanks . The
proposed expansion would provide additional lime treatment,
primary clarification, aeration, secondary clarification, and
sludge handling facilities . ,
5 . Sludge Handling and Disposal Scheme : Sludge is treated by a
lime stabilization process . Sludge is disposed via land
application (Permit No . WQ0003902 ) and composting with
distribution to the general public (Permit No. WQ0004563 ) .
6 . Treatment Plant Classification : Less than 5 points ; no
rating ( include rating sheet) . Class IV
7 . SIC Code( s) : 4952
Wastewater Code(s ) :
Primary: 01
Secondary: 55
PART III - OTHER PERTINENT INFORMATION
1 . Is this facility being constructed with Construction Grants
Funds (municipals only) ? No, local bonds will be used to fund
the expansion .
2 . Special monitoring requests : None

1 ±
Page Three
3 . Additional effluent limits requests : None
4 . Air Quality and/or Groundwater concerns or hazardous waste
utilized at this facility that may impact water quality, air
quality or groundwater? The Clark Creek WWTP has an Air
Quality permit for the lime handling facilities . There are no
known groundwater or hazardous waste concerns .
5 . Other: N/A
PART IV - EVALUATION AND RECOMMENDATIONS
The permittee, City of Newton, has applied for permit renewal
and modification of the subject permit. The permittee wishes to
increase the permitted flow from 5 . 0 MGD to 7 .5 MGD.
The subject discharge contributes to the discoloration of the
receiving stream for some distance downstream. Clark Creek was
observed at SR 2012 and had a dark purple color. The stream is clear
upstream from the discharge .
The subject facility discharges a significant amount of copper
to the receiving stream. The effluent concentration of copper
averages approximately 167 ug/l . With an instream concentration of
56%, the resulting instream concentration of copper is 93 ug/l .
This is approximately 13 times the instream action level of 7 ug/l .
There are two other dischargers, Town of Maiden - NPDES Permit No .
NC0039594 and Delta Mills - NPDES Permit No. NC0006190, located
downstream which may' also contribute to the copper loading of the
stream.
This office recommends that the subject permit be renewed and
modified. Since the facility could not meet a copper limit based on
the instream action level, a schedule to reduce copper through the
pretreatment program by way of a Special Order by Consent should be
implemented.
ILL-- ---- 7/2_S-Ai
Signature of Report Preparer Date
2�. R-4/ -�,,, '7. . 0'
gionalp
Water Quality Supervisor Dae
,

'"'"1"'— .F
VI1ATING SCALE` FOR CLASSIFICATION OF FACILITIES
,r. , ..
. _.. .„„.
Name of P I a n t L. i . ? C. i::En'1c._„ ,. & : C'...'Z t' ti2 LX__
Owner or Contact Person ..'c.ItAAD:' iz0*-. c1
Mailing Address: `.) Zye ..4, R —per. x ; iLl. t.. (. C).5 '
Coonty:__5 _9 %A_ meweIet hone s.`f ` 16,S -- ',- .__
NPDES Permit No. NCOQ&Lv°,( Nondisc. Per. No, � . __._. . ._.—
isstdeDate: F; t, ;".__i ,_lz.i Expiration Date'
_ ,TN:. . ., . xw a t- m?„..
Existing Facility._ .. I., New Facility _ __w.__._..—
Rated By: IL.„ C:o 'i,.. .0 `e W't'fr`1 c..___ Date:..wu w _it,,,_'t`'5
Reviewed (Train, F. Cert.) Reg, Office
Reviewed' (`train. <t:: Cert.) Central Office
(DRC
Za ry i r
A;"� c�,1Gd ,.,<r�,.;•� 1�a:��:- t I-�r:r1 E��ic ri._:,rrr�r ri}. 1���.�o- ��,
ITEM POINTS ITEM POINT
(1 ) Industrial Pretreatment Units andior` (4) PRIMARY TREATMENT UNITS
Industrial Pretreatment PrcgrCrm (a) Seek Tank (see delinilron ro. 43) . . . . . . . . . . . . . . 2
(sec elinition No. 3.1) 4 (h) Imllafrt Tank , , . , , , , , , , , ''•
(2) .[7.FA'S.ti 'FLOW dir PLANT IN GPD (c) Primary Clarifiers . . . . .. . . . . . . . . . . . . . . . . . . . . . . • C.
(not applicable In non-conlaminaled cooling (0) Settling Ponds or Scttlins Tanks for Inorganic
valor , sludge Handling foci lies for water Eton-toxic Materials (sstucgia handling fa,cilitie.s
purificalion plants, totally closed cycle for water purification plants, sand, gravel,
systems (def. No, 11), and facilities stone, arid other mining operations except
consisting only of Clem (4) (d) or Items (4) (0) recreational activities such as Bern or gold
and (11) (d)) rnirting) . ., , . . . . . . . . . . a . .. , . .., . . . . '
0 •- 20,000 . . . . . . . . . . . . . . . . . . . . . . . . . . 1 (5) SECONDARY TREATMENT UNITS
2 (a) Croa``eou� Stage
50,001 - 101,000 , . . . . . . . . . . 3 ( ),weir .. High Purity Oxygen System . . . . e 2 r.
100,001 -- 250,.o00 . . . . . . . . . . . .. . . . . . . . . . . • , . . <? Diffused Air Sy oleai , . - . . . . - , . 1 s,
SO 041 a. 500,000 , . . . . , 7 Mechanical it System (fixed,
00,001 , G:00 000 . . . . . . . . . . . . . . . . . . . . x , . . . 6 floating or rotor) ° . . . . . . , . _ . .
1,000,001 -- 2,000,000 . . . . . . . . . . . . . . . . . . . . • .. 10 Separate Sludge feaeraiinn . . . . . ia,
2,000,001 (and up) - rale 1 ,point oirdc+iinnai for each (ii) Trickling Filter
20(.10000 rgpd capacity up to a High Rafe . . . . . . ,. . . . . .. . . . . . . 7
�B•rfaxii tUrli (:) 30 Standard Rale , :5
Zp .) Racked Tower
Biological Aerated F i r;er or ALL heed
Design Floe g d w�C� 1 ,
(vfr ) _ � ti_. �d ...>�_ e., ...._me�M4w Biological Filter . . . . . . . . . . . . . . . . . • . . . � �w
{i Aerated Lagoons . . . . . .. . . . . . . . . . . . 1
(vit Rotating El+ola teal Cf:)1. 2.t' . I i
(t':` Sanit Filler
r
( 3) PRELIMINARY UNITS S (see r1 `irvili0l°r no, 32) intermittent biological
(ca) Bar Screens . .. . . . . _ .. . . . . . . . . . . . . . . . . 1 recirculating biological _ . , . .it
o r { ri)Ifiz,sh n Lagoons 5
(0) Mechanical Screens, °'laths Screens Ins or
(vrit031-nrfiiPr . . . .
Comminuting Devices . . . . . . . ._, . . . 2,) ( Single stagesystem
for coinbine0
(c) Got Removal . . . . .. . . . . . . . . . . . . . . . . . . . . • 1 carbonaceous removal ,,,' 'COD and
or
nitrogenous roiniasra I by strilic,alioni
(0) Mechanical or Aerated Grit Ftcnoval . . . _ , . . . , , , C?
�. . . . _
(e) Flow Measuring DeviceDevice . . . . . . . . _ � w . (sec def. No, 12) (F or�rtis for this item
I7nve to be in addition 0 i( i s (?) (a)
or ) (xr{ Nut
rient N,u add
itions(a) (sill . . . . , . . . . . . 0
(I) instrumented flow Measurement . . . . . . . . . . . . . . j.� a ! Boas Io enhance Dof)
(rg) Preaerntion . . , .. . . . , . . , • . . . . . . . . 2 emoval . . . . . . . . , .
(1i) Influent Flow Equalizati an . . . �2
(1 ) Oiological Culture ( Su,_.e Bugs') addition` � to enhance organic compound rerrrova! !*
(r) Grease or Oil Se,rmarakr 'r - Gravity . . _ . . . . . 2
Mechanical . . . . . . , . , , :3
Oissol'.cr;i Air Flotation. 0
(J) Prechlorinalion . . . . . . . . . . :S

Nitrbrgenous Stage emu, . . „
.,. (i) Aeration - High Purity Oxygen System . , 20
b.) (i) Sludge Holding Tank Aerated. . , . . . , .. .w. . , . .
Diffused Air System. . . .. . . . . . . .. I 0 Non-aerated , . , , . . a . . . . 2
Mechanical Air System (fixed,
floating, or rotor) . (j) Sludge Incinerator - (not including activated
. . . . , . . , . . . B carbon regeneration) . . 1 0
Separate Sludge frteaeraliorz , . . , , 3 (k) Vacuum Filter, Centrifuge or Filter Press or other
(ii) Trickling Filler - similar dewafering devices . . . . . . .. , - , - , . . , . . . „ 1 0
High Hale. . . . . . ... , . . . . . 7
Standard Rate , ,., . . , . . . . . . 5 (6) SLUDGE DISPOSAL (including incinerated ash)
Packed Tower t . ,. . . . . . . . . 5 (a) Lagoons. . . . . . . . . .. .... . . . . . . . . . . . .. ., , ,- - - -- . 7
(iii) Biological Aerated Filler or Aerated (b) Land Application (surface and subsurface) .
Biological .Filler . . , . . . .. . . . . . . . . . . . . . . . . . . 10 (see definition 22.a)
(iv) Rotating Biological Contactors . . . . . . . , . , . . 1 0 -where the facility holds the land app. permit , . . 1
(v) Sand Filter- r -by contracting to a land application operator who
intermittent biological , , . . . , . , 2 holds the and application permit . . . . . . . . . . . . . . . .
recirculating biological . . . , . . . . 3 -land application of sludge by a contractor who does
5 not hold the permit for the wastewater treatment ,
facility where the sludge is generated . (`1 0
(S) TIRTtAR`�OH ADVANCED TREATMENT UNIT (c) LandRilled (burial) . . . . . . . . . . . . ... . . . . . . . . . . . `---
(a) Activated Beds (9) Ui„IN ECTiON
(a) Chlori
nation , . . . . . . . . . . . . .. . . . ..wiebool. carbon regeneration . . . . . ,
w:ilia carbon cogeneration . . . . . . . . . . 1 (ra) Dechlorination , . . . . . , . . . . . . , . , . . . . . . . . 5
(b) Powdered or Granular Activated Carbon Feed a (c) C7'cone , ,, , ,
witinout carbon regeneration . . . . . . . . . . . . . . . . .5 (d) Radiation .. . . . . , .- . .._ - . ., .. . . 5
with carbon regeneration . . . . . . . , . . . , _ , , 15 (10i CI' [S PCAI.� AUDITION SYSTEM, (S) (See definition No. 5) ,
- S (not applicable In chemical additions rated as item
(d) Denitrificaticr) Process (separate process) . . . .. . 10 (3) (i), (5) (a) (xi), (6) (a), (6) (b), (7) (b), (7) (e),
(a) E€ectrodiatysis . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .s (9) (a),„ (9) (5), or (a) (c) S points each. List:
(1) Foam Separation . . , . , , ., . w . . .. .. . . . . . . . . . . . . . 5 . , . 5
(g) Ion Exchange. , „ „. .. .., „ _ . . .. . . . . . . . . . . . . . . 5 - . . . 5
(h) Land Application of Treated Lflluent - S.
(see definition no. 22n) (not applicable for . . , , 5
sand, gravel, clone and other similar raining (11) tvt,ISCul LANE CUS UNITS;
co=era tic[Is) (rr) Holding Ponds, Holding -Tanks or Settling Ponds
t,(i) on agriculturally managed sites (Sea dot for Organic or Toxic Materials including wastes
N,n. 4) .. . . . ,, , ,o . . . . . ... . .. .... ... . . . .r . . 1 0 from mining operations containing nitrogen and/or
(ii) by high rale infiltration on non-agriculturally phosphorous compounds in amounts significantly
managed sites (includes rotary distributors greater than is common for domestic wastewater ,,,,..,,., 4
and similar fitted nozzle systems) . . . . . . . . . . . 4 (5) Effluent Flow Equalization (not appiicable to storage
(le) by subsurface disposa.f (includes low pressure basins which are inherent in land application systems). 2
pine systems. and gravity systems except at (c) Stage Dissobarr,c (not applicable to storage basins
plants consisting of septic lank and nitr'iiica- inherent in farad rapplicialion systems, tii
onlines only) . . . . . . .. . . . . . . . . . . c (J) n'aaet'cp, .. .....,,.._.,_.._ ...,...,...,......,.,......,...,.....,......_.....
((i) :,mrescreens . .. . . . .. .. . .. . . . . . . . . . . . . . . . ... . . . . . 5 (e) land l! r ovii:r--l.r�,rpl)•` ...,.......,.,._..._-.,..,...,.,... ..,,y.. a
(1) t-`,,csphcruS Palnen-a,l by Biological Drt!(.,t,asc,r (I) Thermal Pollution Soriirol (PirVi;;e= ........ ...,,. ..,_..•,< . .,.. ',
(Sea cfet .Na, 26) . .. . . . . . . . . . . . . . . 0 , . . . . , . . . . . 20
(k) Polishing Ponds - without nr satir,)ii . . . . . . . 2
with aeration
(I) Post Aeration c:r+.;cad 0
diffused or .mechanical . . , 5 'LOIN.. POINTS
(no) Reverse Osmosis .. . . . . .. . .. . . .. . „ , .. . . . ._. . , . . , . 5
(n) Sand or Mixed-Media I ii9rrr s - ln,-r male . . . . . . . . . . .
high vale . . . . . . , . . . CD h1LASSIi PATtON
(o) Treatment processes for removal of metal car
c�' nit'.+4'. . . . . . . . . . .. .. .. .. . . . . . .. . . 1 5 Class L........_...,._.-....,..............,..,....,.,,.._._..,. 5 - 25 Points
(p) Treatment processes for removal of toxic Cla SS It................ .. 2t,- 50 Points
materials other than metal or cyanide _ , . . . . . . 1 5 s:, IllP
�„ ,4 51- 65 Points
C ' I� ,...... G- tip Points
(T') SLUDGE TREATMENT _mA
Facilities braving a rifling of ui.r li°}coug,'n our points, inclusive,
(a) Sludge Digestion t c etc - Heated.. . . . . . . . . . , i Ci d.. 6"o; require ti. codified operator, CIassiI calion of all other
Aerobic;. . . . .. . . . . . . . . :,611.6 es requires e comparable grade operator in r S;P
Unheated . . . . . . . _ . . charge
(5) Sludge Slabilizalair (chemical or thermal) . . .
(c) Sludge Drying Beds - C;mvity . . . . . . . . . .. . . . . 2 T'a,cilil cS having an r rtellvaleI, sludge process will be assigned
Vacuum Assisted . . , . . . . 5 a micianurn alastalicat C-n of °lasts It
Sludge Eluti'
(d) � - tali©n . . . . . . ._ . r . . . . . . . . . . . . .
(a) Sludge Condilionr;r (chemical or Iiunnal) , , , . . , . , r,i, Facilities having treatment Fwrrace.sses for the removal of metal
(`) Sludge Thickener (gravity) , . - , , , , _ , , . or cyanide will be ravcmcned ra minimum classification of Clams IL
(g) Dissolved Air Flotation That
(tot applicable to a unit rates as ('wi) (1) . , , - , 8.. Facilities having ireabrreni processes for the biological re.movcrl
(h) Sludge Gas Utilization (including gas storage) . . . . 2 Uri phosphorus will he •,s;igned a minimum classification of G lass'

5
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CITYdjivoik(
OF
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P.©. Box 550 • Newton, NC,28658 • [phone] • Fax [phone]
WHERE THE REAM'IS!
June 24, 1991
r, UN 2 7 199t
Mr. M. Dale Overcash, P.E.
Division of Environmental Management
Post Office Box 27687
Raleigh, North Carolina 27611-7687 �lfrnrf�,114, z
Subject: NPDES Permit Number NC0036196
Clark Creek Wastewater Treatment Plant
Dear Mr. Overcash:
Reference is made to your letter of June 13, 1991 acknowledging receipt of
documents from the City applying for modification to NPDES Permit NC0036196
to allow the City to expand its capacity from 5.0 to 7.5 MGD. Please let this
letter serve as our formal request for renewal, also, of subject permit.
Please let us know if any additional documents or requests are necessary. The
City is anxious to move forward with construction of the modifications to the
Clark Creek Plant in order that we might have more reliable treatment facilities
for existing wastewater flows and meet the orderly growth requirements of the
community.
Yours very truly,
Richard L. French
City Manager
cc: Mr. T. J. Matthews, P.E., City Engineer
Mr. Dwight E. Wilson, Sr., Director of Public Utility Treatment
Willis Engineers

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DIVISI�f� L�F f1;Yldfl}('}FyTAI f�AN�CE1dTf�T
MOORESVILLE REGIONAL OFFICE
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street• Raleigh,North Carolina 27611
James G. Martin, Governor George T.Everett,Ph.D.
William W. Cobey,Jr., Secretary Director
September 17, 1990
Mr. Richard French
City of Newton
PO Box 550
Newton, NC 28658
Subject: NPDES Permit No. NC0036196
Permit Modification
Newton WWTP
Catawba County
Dear Mr. French:
The Division of Environmental Management(DEM) has reviewed your letter of August
20, 1990, and Mr. Robert Epting's letter of the same date, concerning the reopening of the
subject permit. The results of our review are summarized in this letter.
Based on the information in the letters and the information discussed in the meeting on
August 7, 1990, the DEM is proposing to make the following changes to the DRAFT Permit:
1 . Add a daily maximum limit for toluene of 19.0 N.g/I and require weekly
monitoring by grab sample at the effluent;
2. Remove the limit for mercury and require monthly monitoring only;
3. Add a monthly fluoride monitoring requirement with a composite sample at the
effluent;
4. Retain the cyanide limit, but allow monthly monitoring instead of weekly
monitoring '(There was not enough information submitted to justify removing
the cyanide limit);
5. Editorial changes to the toxicity limit in Part Ill Condition F (NOTE: Condition
in the DRAFT of March 12, 1990, is now Condition F. Likewise, Condition J is
now Condition G. This is due to the DEM totally rewriting the boilerplate. A
copy of the boilerplate is enclosed for your review.); and
6. Minor modifications to Part III, Condition G to make it consistent with current
DEM requirements for the annual pollutant analysis.
Pollution Prevention Pays
P.O.Box 27687,Raleigh,North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

•
Mr. French
Page Two
Please review the changes and submit any additional comments by October 15, 1990.
The permit changes must be readvertised through the public notice process. The D'EM would like
to resolve any differences prior to public notice.
If you have any questions, please contact Mr. Dale Overcash at [phone].
sine - ly,
George T,`E erett
Mr. Robert Epting

•
Permit No. NC0036196
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
• PERMIT
TO DISCHARGE WASTEWATEFR UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision.of North Carolina General Statute 143-215.1,
other Iawful standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
City of Newton
is hereby authorized to discharge wastewater from a facility located at
Clark Creek WWTP
NCSR 2014
south of Newton
Catawba County
to receiving waters designated as Clark Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective
This permit and the authorization to discharge shall expire at midnight on January 31, 1992
Signed this day
r• .
George T.Everett,Director
Division of Environmental Management
By Authority of the Environmental Management Commission

•
Permit No. NC0036196
SUPPLEMENT TO PERMIT COVER SHEET
City of Newton
is hereby authorized to:
1. Continue to operate an existing 5.0 MGD wastewater treatment plant consisting of an influent
pump station, aerated grit chamber,reactor clarifiers with lime addition, aeration basins with
mechanical aerators, secondary clarifiers,dual media filters, chlorine contact basins, post
aeration, sludge thickeners with lime stabilization, and sludge dewatering centrifuges located at
Clark Creek WWTP, NCSR 2014, south of Newton, Catawba County (See Part III of this
Permit), and
•
2. Discharge from said treatment works at the location specified on the attached map into Clark
Creek which is classified Class C waters in the Catawba River Basin.

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-

•
A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Measurement Sample *Sample
Monthly Avg, Weekly Avg, Daily Max Frequency Type Location
Flow 5.0 WO Continuous Recording I or E
BOD, 5 day, 20°C" 15.0 mg/l 22.5 mg/I Daily Composite E, 1
. Total Suspended Residue** 30.0 mg/1 45.0 mg/I Daily Composite E, I
NH3 as N 6.0 mg/l 9.0 mg/I Daily. Composite E
Dissolved Oxygen (minimum) 6.0 mg/I 6.0 mg/I Daily Grab E, U, D
Fecal Coliform (geometric mean) 200.0 /t00 ml 400.0 /100 ml Daily Grab E, U, D
Total Residual Chlorine Daily Grab E
Temperature . - . Daily Grab E,U,D
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E
Total Phosphorus Monthly Composite E
Chronic Toxicity""" Quarterly Composite E
*Sample locations:E -Effluent,I-Influent,U -Upstream at NCSR 2014,D -Downstream at NCSR 2012
Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June, July, August,
and September and once per week during the remaining months of the year.
**The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 % of the respective influent value(85
%removal).
***Chronic Toxicity (Ceriodaphnia)P/F at 56%; June, September,December, and March; See Part III, Condition F.
****See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

•
A. (). ENNLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expiration,the Permittee is authorized to discharge from •
outfall(s) serial number 001. (Continued)
Effluent Characteristics Dlscharae Limitations Monitoring Requirements
Units (specify) Measurement Sample 'Sample
Mo0thly Avg, Weekly Avg. Daily Max frequency Type Location.
Pollutant Analysis'' Annually E
Conductivity * Grab U, D
'Cadmium 3.5 ugh! Weekly Composite E
Chromium 89.0 ug/I Weekly Composite E
Nickel 156.0 ug/I Weekly Composite E
Lead 44.0 ug/I Weekly Composite E
Cyanide 8.9 ug/I Monthly Grab E
Mercury •
Monthly Composite E
Zinc Monthly Composite E
Silver Monthly Composite E
Copper Monthly Composite E
Fluoride Monthly Composite E
Toluene 19.0 ugh! Weekly Grab E

A. ().EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER(November 1 -March 31) Permit No. NC0036196 . -
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Measurement Sample 'Sample
Monthly Avg., Weekly Avg, Daily MaX Frequency Type Location.
Flow 5.0 MGD Continuous Recording I or E
BOD, 5 day, 20°C** 30.0 mg/I 45.0 mg/1 Daily Composite E, I
total Suspended Residue** 30.0 mg/1 45.0 mg/I Daily Composite E, 1
NH3asN 12.0 mg/1 18.0 mg/I Daily Composite E
Dissolved Oxygen (minimum) 6.0 mg/1 6.0 mg/I Daily Grab E, U, D
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Daily Grab E, U, D
Total Residual Chlorine Daily Grab E
Temperature Daily Grab E,U,D
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E
Total Phosphorus Monthly Composite E
Chronic Toxicity""" Quarterly Composite E
*Sample locations: E -Effluent, I-Influent,U- Upstream at NCSR 2014,D -Downstream at NCSR 2012 , -
Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June,July,August,
and September and once per week during the remaining months of the year.
**The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 %of the respective influent value(85
%removal).
***Chronic Toxicity (Ceriodaphnia) P/F at 56%; June, September,December, and March; See Part III, Condition F.
****See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
•

•
A. ().EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 -March 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from -
outfall(s) serial number 001. (Continued)
Effluent Characteristics Discharge Limitations Monitoring Requirements
• Units (specify) Measurement Sample 'Sample
Monthly Avg, Weekly Avg, Daily Max Frequency Type Location
Pollutant Analysis'* Annually E
Conductivity ' Grab U, D
Cadmium 3.5 ug/1 Weekly Composite E
Chromium 89.0 ug/I Weekly Composite E
Nickel 156.0 ug/1 Weekly Composite E
Lead 44.0 ug/1 Weekly Composite E
Cyanide 8.9 ug/I Monthly Grab E
Mercury Monthly Composite E
Zinc Monthly Composite E
Silver Monthly Composite E
Copper Monthly Composite E
Fluoride Monthly Composite E
Toluene 19.0 ugh! Weekly Grab E

PART I
Section B. Schedule of Compliance
1. The permitted shall comply with Final Effluent Limitations specified for discharges in
accordance with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the
permit unless specified below.
•
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
3. No later than 14 calendar days following a date identified in the above schedule of
compliance, the permittee shall submit either a report of progress or, in the case of specific
actions being required by identified dates, a written notice of compliance or noncompliance.
In the latter case, the notice shall include the cause of noncompliance, any remedial actions
taken, and the probability of meeting the next schedule requirements.

• Part II
Page 1 of 14
•
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. DEFINITIONS
1. Permit Issuing Authority
The Director of the Division of Environmental Management.
2. DEM or Division
Means the Division of Environmental Management, Department of Environment, Health
and Natural Resources.
3. EMC
Used herein means the North Carolina Environmental Management Commission.
4. Act or"the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended,
33 USC 1251, et. seq.
5. Mass/Day Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during a calendar month on which daily discharges are
sampled and measured, divided by the number of daily discharges sampled and/or
measured during such month. It is therefore, an arithmetic mean found by adding the
weights of the pollutant found each day of the month and then dividing this sum by the
number of days the tests were reported. The limitation is identified as "Monthly
Average" in Part I of the permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during the calendar week(Sunday- Saturday)on which daily
discharges are sampled and measured, divided by the number of daily discharges
sampled and/or measured during such week. It is, therefore, an arithmetic mean found
by adding the weights of pollutants found each day of the week and then dividing this
sum by the number of days the tests were reported. This limitation is identified as
'Weekly Average" in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged
during a calendar day. If only one sample is taken during any calendar day the weight
of pollutant calculated from it is the "maximum daily discharge." This limitation is
identified as "Daily Maximum," in Part I of the permit.

• Part II
Page 2 of 14
d. The "average annual discharge" is defined as the total mass of all daily discharges
sampled and/or measured during the calendar year on which daily discharges are
sampled and measured,divided by the number of daily discharges sampled and/or
measured during such year. It is, therefore, an arithmetic mean found by adding the
weights of pollutants found each day of the year and then dividing this sum by the
number of days the tests were reported. This limitation is defined as "Annual Average"
in Part I of the permit.
6. Concentration Measurement
a. The "average monthly concentration," other than for fecal coliform bacteria, is the sum
of the concentrations of all daily discharges sampled and/or measured during a calendar
month on which daily discharges are sampled and measured, divided by the number of
daily discharges sampled and/or measured during such month (arithmetic mean of the
daily concentration values). The daily concentration value is equal to the concentration
of a composite sample or in the case of grab samples is the arithmetic mean (weighted
by flow value) of all the samples collected during that calendar day. The average
monthly count for fecal coliform bacteria is the geometric mean of the counts for
samples collected during a calendar month. This limitation is identified as "Monthly
Average" under "Other Limits" in-Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum
of the concentrations of all daily discharges sampled and/or measured during a calendar
week (Sunday/Saturday) on which daily discharges are sampled and measured divided
by the number of daily discharges sampled and/or measured during such week
(arithmetic mean of the daily concentration values). The daily concentration value is
equal to the concentration of a composite sample or in the case of grab samples is the
arithmetic mean (weighted by flow value) of all the samples collected during that
calendar day. The average weekly count for fecal coliform bacteria is the geometric
mean of the counts for samples collected during a calendar week. This limitation is
identified as "Weekly Average" under "Other Limits" in Part I of the permit.
c. The "maximum daily concentration"is the concentration of a pollutant discharge during
a calendar day. If only one sample is taken during any calendar day the concentration
of pollutant calculated from it is the "Maximum Daily Concentration". It is identified
as "Daily Maximum" under"Other Limits" in Part I of the permit.
d. The"average annual concentration," other than for fecal coliform bacteria, is the sum of
the concentrations of all daily discharges sampled and/or measured during a calendar
year on which daily discharges are sampled and measured divided by the number of
daily discharges sampled and/or measured during such year (arithmetic mean of the
daily concentration values). The daily concentration value is equal to the concentration
of a composite sample or in the case of grab samples is the arithmetic mean (weighted
by flow value) of all the samples collected during that calendar day . The average
yearly count for fecal coliform bacteria is the geometric mean of the counts for samples
collected during a calendar year. This limitation is identified as "Annual Average"
under"Other Limits" in Part I of the permit.
e. The "daily average concentration" (for dissolved oxygen) is the minimum allowable
amount of dissolved oxygen required to be available in the effluent prior to discharge
averaged over a calendar day. If only one dissolved oxygen sample is taken over a
calendar day, the sample is considered to be the "daily average concentration" for the
discharge. It is identified as "daily average" in the text of Part I.

•
Part II
Page 3 of 14
f. The "quarterly average concentration" is the average of all samples taken over a
calendar quarter. It is identified as "Quarterly Average Limitation" in the text of Part I
of the permit.
g. A calendar quarter is defined as one of the following distinct periods: January through
March,April through June, July through September, and October through December.
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow,
averaged monthly. It is determined as the arithmetic mean of the total daily flows
recorded during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time of
sampling, when both the sample and flow will be representative of the total discharge.
c. A "continuous flow measurement" is a measure of discharge flow from the facility
which occurs continually without interruption throughout the operating hours of the
facility. Flow shall be monitored continually except for the infrequent times when
there may be no flow or for infrequent maintenance activities on the flow device.
S. Types of Samples
a. Composite Sample: A composite sample shall consist of:
(1) a series of grab samples collected at equal time intervals over a 24 hour period of
discharge and combined proportional to the rate of flow measured at the time of
individual sample collection, or
(2) a series of grab samples of equal volume collected over a 24 hour period with the
time intervals between samples determined by a preset number of gallons passing
the sampling point. Flow measurement between sample intervals shall be
determined by use of a flow recorder and totalizer, and the present gallon interval
between sample collection fixed at no greater than 1/24 of the expected total daily
flow at the treatment system, or
(3) a single, continuous sample collected over a 24 hour period proportional
to the rate of flow.
In accordance with (1) above, the time interval between influent grab samples shall be
no greater than once per hour, and the time interval between effluent grab samples shall
be no greater than once per hour except at wastewater treatment systems having a
detention time of greater than 24 hours. In such cases, effluent grab samples may be
collected at time intervals evenly spaced over the 24 hour period which are equal in
number of hours to the detention time of the system in number of days. However, in
no case may the time interval between effluent grab samples be greater than six (6)
hours nor the number of samples Iess than four (4)during a 24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of time not
exceeding 15 minutes; the grab sample can be taken manually.
9. Calculation of Mans
a Arithmetic Mean: The arithmetic`mean of any set of values is the summation of the
individual values divided by the number of individual values.

•
Part II
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b. Geometric Mean: The geometric mean of any set of values is the Nth root of the
product of the individual values where N is equal to the number of individual values.
The geometric mean is equivalent to the antilog of the arithmetic mean of the logarithms
of the individual values. For purposes of calculating the geometric mean, values of
zero (0) shall be considered to be one (1).
c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the respective
flows.
10. Calendar Day
A calendar day is defined as the period from midnight of one day until midnight of the next
day. However, for purposes of this permit, any consecutive 24-hour period that
reasonably represents the calendar day may be used for sampling.
11. Hazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116 pursuant
to Section 311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1)of the Clean Water
Act.
SECTION B. iENERAL CONDITIONS
1. Duty to Comply
The permittee must comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is ground for enforcement action; for
permit termination, revocation and reissuance, or modification; or denial of a permit
renewal application.
a. The permittee shall comply with effluent standards-or prohibitions established under
section 307(a) of the Clean Water Act for toxic pollutants within the time provided in
the regulations that establish these standards or prohibitions, even if the permit has not
yet been modified to incorporate the requirement.
b. Any person who violates a permit condition is subject to a civil penalty not to exceed
$25,000 per day for each violation. Any person who negligently violates any permit
condition is subject to criminal penalties of$2,500 to $25,000 per day of violation, or
imprisonment for not more than 1 year, or both. Any person who knowingly violates
permit conditions is subject to criminal penalties of $5,000 to $50,000 per day of
violation, or imprisonment for not more than 3 years, or both. Also, any person who
violates a permit condition may be assessed an administrative penalty not to exceed
$10,000 per violation with the maximum amount not to exceed $125,000. [Ref: 40
CFR 122.41(a)]

•
•
Part II
Page 5 of 14
2.= Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge in
violation of this permit which has a reasonable likelihood of adversely affecting human
health or the environment.
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, B-3) and "Power
Failures" (Part II, B-6), nothing in this permit shall be construed to relieve the permittee
from any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS
143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the
permittee is responsible forconsequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4. 9il and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or
relieve the permittee from any responsibilities,liabilities, or penalties to which the permittee
is or may be subject to under NCGS 143-215.75 et seq. or Section 311.of the Federal Act,
33 USG 1321. Furthermore, the permittee is responsible for consequential damages, such
as fish kills, even though the responsibility for effective compliance may be temporarily
suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal
property, or any exclusive privileges, nor does it authorize any injury to private property or
any invasion of personal rights, nor any infringement of Federal, State or local laws or
regulations.
• 6. Onshore or Offshore Constrttction
This permit does not authorize or approve the construction of any onshore or offshore
physical structures or facilities or the undertaking of any work in any navigable waters.
7. Severability
The provisions of this permit are severable, and if any provision of this,permit, or the
application of any provision of this permit,to any circumstances, is held invalid, the •
application of such provision to other circumstances, and the remainder of this permit, shall
not be affected thereby.
8. Duty to Provide Information
The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any
information which the Permit Issuing Authority may request to determine whether cause
exists for modifying, revoking and reissuing, or terminating this permit or to determine
compliance with this permit. The permittee shall also furnish to the Permit Issuing
Authority upon request,copies of records required to be kept by this permit.
9. Duty to Reapply
If the permittee wishes to continue an activity regulated by this permit after the expiration
date of this permit, the permittee must apply for and obtain a new permit.

•
Part II
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10. Expiration of Permit
The permittee is not authorized to discharge after the expiration date. In order to ,receive
automatic authorization to discharge beyond the expiration date, the permittee shall submit
such information, forms, and fees as are required by the agency authorized to issue permits
no later than 180 days prior to the expiration date. Any discharge that has not requested
renewal at least 180 days prior to expiration, or any discharge that does not have a permit
after the expiration and has not requested renewal at least 180 days prior to expiration, will
subject the permittee to enforcement procedures as provided in NCGS 143-215.6 and 33
USC 1251 et. seq.
11. Signatory Requirements
All applications,reports,or information submitted to the Permit Issuing Authority shall be
signed and certified.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this
Section, a responsible corporate officer means: (a) a president, secretary, treasurer
or vice president of the corporation in charge of a principal business function, or
any other person who performs similar policy or decision making functions for the
corporation, or (b) the manager of one or more manufacturing production or
operating facilities employing more than 250 persons or having gross annual sales
or expenditures exceeding 25 million (in second quarter 1980 dollars),if authority to
sign documents has been assigned or delegated to the manager in accordance with
corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal
executive officer or ranking elected official.
b. All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person described above or by a duly authorized
representative of that person. A person is a duly authorized representative only if:
(I) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility
for the overall operation of the regulated facility or activity, such as the position of
plant manager, operator of a well or well field, superintendent, a position of
equivalent responsibility, or an individual or position having overall responsibility
for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position.);
and
• (3) The written authorization is submitted to the Permit Issuing Authority.

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c. Certification. Any person signing a document under paragraphs a. or b. of this section
shall make the following certification:
"I certify, under penalty of law, that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gather and evaluate the information submitted. Based on
• my inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of
my knowledge and believe, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fines
and imprisonment for knowing violations."
12. Permit Actions
This permit may be modified,revoked and reissued, or terminated for cause.The filing of a
request by the permittee for a permit modification, revocation and reissuance, or
termination, or a notification of planned changes or anticipated noncompliance does not
stay any permit condition.
13. Permit Modification.Revocation and Reissuance. or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening
and modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules, and regulations contained in Title 40, Code of Federal
Regulations, Parts 122 and 123; Title 15 of the North Carolina Administrative Code,
Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et. al.
14. Previous Permits
All previous National Pollutant Discharge EIimination System Permits issued to this
facility, whether for operation or discharge, are hereby revoked by issuance of this permit.
The conditions, requirements, terms, and provisions of this permit authorizing discharge
under the National Pollutant Discharge Elimination System govern discharges from this
facility.
SECTION C. OPERATION AND MAINTENANCE OF POLLUTIQN CONTROLS
1. Certified Operator
Pursuant to Chapter 90A-44 of North Carolina General Statutes, the permittee shall
employ a certified wastewater treatment plant operator in responsible charge (ORC) of the
wastewater treatment facilities. Such operator must hold a certification of the grade
equivalent to or greater than the classification assigned to the wastewater treatment
facilities. The permittee shall notify the Division's Operator Training and Certification Unit
within five days of any change in the ORC status.

Part II
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2. Proper Operation and Mai ntensance
The permittee shall at all times properly operate and maintain all facilities and systems of
treatment and control (and related appurtenances) which are installed or used by the
permittee to achieve compliance with the conditions of this permit. Proper operation and
maintenance also includes adequate laboratory controls and appropriate quality assurance
procedures. This provision requires the operation of back-up or auxiliary facilities or
similar systems which are installed by a permittee only when the operation is necessary to
achieve compliance with the conditions of the permit.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it would.have been
necessary to halt or reduce the permitted activity in order to maintain compliance with the
condition of this permit.
4. Bypassing of Treatment Facilities
a. Definitions
(1) "Bypass" means the known diversion of waste streams from any portion of a
treatment facility including the collection system, which is not a designed or
established or operating mode for the facility.
(2) "Severe property damage" means substantial physical damage to property, damage
to the treatment facilities which causes them to become inoperable, or substantial
and permanent loss of natural resources which can reasonably be expected to occur
in the absence of a bypass. Severe property damage does not mean economic loss
caused by delays in production.
b. Bypass not exceeding limitations.
The permittee may allow any bypass to occur which does not cause effluent limitations
to be exceeded, but only if it also is for essential.maintenance to assure efficient
operation. These bypasses are not subject to the provisions of Paragraphs c. and d. of
this section.
c. Notice
(1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it
shall submit prior notice, if possible at least ten days before the date of the bypass;
including an evaluation of the anticipated quality and affect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass
as required in Part II, E. 6. of this permit. (24-hour notice).
d. Prohibition of Bypass
(1) Bypass is prohibited and the Permit Issuing Authority may take enforcement action
against a permittee for bypass, unless:
(a) Bypass was unavoidable to prevent loss of life, personal injury or severe
property damage;

Part II
Page 9 of 14
(b) There were no feasible alternatives to the bypass, such as the use of auxiliary
treatment facilities, retention of untreated wastes or maintenance during normal
periods of equipment downtime. This condition is not satisfied if adequate
backup equipment should have been installed in the exercise of reasonable
engineering judgment to prevent a bypass which occurred during normal
periods of equipment downtime or preventive maintenance; and
(c) The permittee submitted notices as required under Paragraph c. of this section.
(2) The Permit Issuing Authority may approve an anticipated bypass, after considering
its adverse affects, if the Permit Issuing Authority determines that it will meet the
three conditions listed above in Paragraph d. (1) of this section.
•
5. Upsets
a. Definition.
"Upset " means an exceptional incident in which there is unintentional and
temporary noncompliance with technology based permit effluent limitations because of
factors beyond the reasonable control of the permittee. An upset does not include
noncompliance to the extent caused by operational error,improperly designed treatment
facilities, inadequate treatment facilities,lack of preventive maintenance, or careless or
improper operation.
b. Affect of an upset.
An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the
requirements of paragraph (3) of this condition met. No determination made during
administrative review of claims that noncompliance was caused by upset, and before an
action for noncompliance,is final administrative action subject to judicial review.
c. Conditions necessary for a demonstration of upset.
A permittee who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating Iogs, or other relevant evidence
that:
(a) An upset occurred and that the permittee can identify the cause(s) of the upset;
(b) The permittee facility was at the time being properly operated; and
(c) The permittee submitted notice of the upset as required in Part II, E. 6. (b) (B) of
. this permit.
(d) The permittee complied with any remedial measures required under Part II, B. 2. of
this permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an
upset has the burden of proof.

Part II
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6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or
control of wastewaters shall be disposed of in accordance with NCGS 143-215.1 and in a
manner such as to prevent any pollutant from such materials from entering waters of the
State or navigable waters of the United States. The permittee shall comply with all existing
federal regulations governing the disposal of sewage sludge, and with applicable 40 CFR
Part 503 Standards for the Use and Disposal of Sewage Sludge when promulgated. Upon
promulgation of 40 CFR Part 503, any permit issued by the Permit Issuing Authority for
the disposal of sludge may be reopened and modified, or revoked and reissued, to
incorporate applicable requirements at 40 CFR Part 503. The permittee shall notify the
Permit Issuing Authority of any significant change in its sludge use or disposal practices.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards as required by DEM
Regulation, Title 15, North Carolina Administrative Code, Subchapter 2H, .0124
Reliability, to prevent the discharge of untreated or inadequately treated wastes during
electrical power failures either by means of alternate power sources, standby generators or
retention of inadequately treated effluent.
SECTION D. MONITORING AND RECORDS
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the
volume and nature of the permitted discharge. Samples collected at a frequency less than
daily shall be taken on a day and time that is characteristic of the discharge over the entire
period which the sample represents. All samples shall be taken at the monitoring points
specified in this permit and, unless otherwise specified, before the effluent joins or is
diluted by any other wastestream, body of water, or substance. Monitoring points shall
not be changed without notification to and the approval of the Permit Issuing Authority.
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each
month and reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No.
MR 1, 1.1, 2, 3) or alternative forms approved by the Director, DEM, postmarked no later
than the 30th day following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in
the case of a new facility, on the last day of the month following the commencement of
discharge. Duplicate signed copies of these, and all other reports required herein, shall be
submitted to the following address:
Division of Environmental Management
Water Quality Section
A'FUENTION: Central Files
Post Office Box 27687
Raleigh, North Carolina 27611

Part II
Page 11 of 14
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific
practices shall be selected and used to ensure the accuracy and reliability of measurements
of the volume of monitored discharges. The devices shall be installed, calibrated and
maintained to ensure that the accuracy of the measurements are consistent with the accepted
capability of that type of device. Devices selected shall be capable of measuring flows with
a maximum deviation of less than + 10% from the true discharge rates throughout the range
of expected discharge volumes. Once-through condenser cooling water flow which is
monitored by pump Iogs, or pump hour meters as specified in Part I of this permit and
based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
•
Test procedures for the analysis of pollutants shall conform to the EMC regulations
published pursuant to NCGS I43-215.63 et. seq, the Water and Air Quality Reporting Acts,
and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal
Water Pollution Control Act, as Amended, and Regulation 40 CFR 136.
To meet the intent of the monitoring required by this permit, all test procedures must
produce minimum detection and reporting levels that are below the permit discharge
requirements and all data generated must be reported down to the minimum detection or
lower reporting level of the procedure. If no approved methods are determined capable of
achieving minimum detection and reporting levels below permit discharge requirements,
then the most sensitive (method with the lowest possible detection and reporting level)
approved method must be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly
renders inaccurate, any monitoring device or method required to be maintained under this
permit shall, upon conviction, be punished by a fine of not more than $10,000 per
violation,or by imprisonment for not more than two years per violation, or by both.
6. Records Retention
The permittee shall retain records of all monitoring information, including all calibration
and maintenance records and all original strip chart recordings for continuous monitoring
instrumentation, copies of all reports required by this permit, for a period of at least 3
years from the date of the sample, measurement, report or application. This period may be
extended by request of the Director at any time.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the
permittee shall record the following information:
a. The date, exact place, and time of sampling or measurements; •
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.

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8. Inspection and Entry
The permittee shall allow the Director, or an authorized representative, upon the
presentation of credentials and other documents as may be required by law,to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the
conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control
equipment), practices, or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance
or as otherwise authorized by the Clean Water Act, any substances or parameters at any
location.
SECTION E. REPORTING REQUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this
permit. The discharge of any pollutant identified in this permit more frequently than or at a
level in excess of that authorized shall constitute a violation of the permit..
2. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned physical
alterations or additions to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for
determining whether a facility is a new source in 40 CFR Part 122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity
of pollutants discharged. This notification applies.to pollutants which are subject
neither to effluent limitations in the permit, nor to notification requirements under 40
CFR Part 122.42 (a) (1).
3. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the
permitted facility or activity which may result in noncompliance with permit requirements.
4. Transfers
This permit is not transferable to any, person except after notice to the Director. The
Director may require modification or revocation and reissuance of the permittee and
incorporate such other requirements as may be necessary under the Clean Water Act.

•
Part li
Page 13 of 14
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See
Part II. D. 2. of this permit).
b. If the permittee monitors any pollutant more frequently than required by the permit,
using test procedures specified in Part II, D. 4. of this permit, the results of this
monitoring shall be included in the calculation and reporting of the data submitted in the
DMR.
c. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified by the Director in the permit.
6. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall
be provided orally within 24 hours from the time the permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time
the permittee becomes aware of the circumstances. The written submission shall
contain a description of the noncompliance, and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the
anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate,and prevent reoccurrence of the noncompliance.
b. The following shall be included as information which must be reported within 24 hours
under this paragraph.
(A) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(B)Any upset which exceeds any effluent limitation in the permit.
(C)Violation of a maximum daily discharge limitation for any of the pollutants listed by
the Director in the permit to be reported within24 hours.
c. The Director may waive the written report on a case-by-case basis for reports under
paragraph b. above of this condition if the oral report has been received within 24
hours.
7. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under Part II. E. 5
and 6. of this permit at the time monitoring reports are submitted. The reports shall contain
the information listed in Part II. E. 6. of this permit.
8. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a permit
application, or submitted incorrect information in a permit application or in any report to the
Director, it shall promptly submit such facts or information.

Pout II
Page 14 of 14
9. Noncompliance Notification
The permittee shall report by telephone to either the central office or the appropriate regional
office of the Division as soon as possible, but in no case more than 24 hours or on the next
working day following the occurrence or first knowledge of the occurrence of any of the
following:
a. Any occurrence at the water pollution control facility which results in the discharge of
significant amounts of wastes which are abnormal in quantity or characteristic, such as
the dumping of the contents of a sludge digester; the known passage of a slug of
hazardous substance through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical failures of
pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line,or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to
such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 days following first knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308
of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be
available for public inspection at the offices of the Division of Environmental Management.
As required by the Act, effluent data shall not be considered confidential. Knowingly
making any false statement on any such report may result in the imposition of criminal
penalties as provided for in NCGS 143-2I5.I(b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Report
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record or other document submitted or required to be
maintained under this permit, including monitoring reports or reports of compliance or
noncompliance shall, upon conviction, be punished by a fine of not more than$10,000 per
violation,or by imprisonment for not more than two years per violation, or by both.
4

•
PART III
OTHER REQUIREMENTS
A. Requirements for Control of Pollutants Attributable to Industrial Users.
1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs
from industries using the municipal system may be present in the permittee's discharge.At
such time as sufficient information becomes available to establish limitations for such
pollutants, this permit may be revised to specify effluent limitations for
any or all of such other pollutants in accordance with best practicable technology or water
quality standards.
2. Under no circumstances shall the permittee allow introduction of the following wastes in
the waste treatment system:
a. Pollutants which create a fire or explosion hazard in the POTW, including, but not
limited to, wastestreams with a closed cup flashpoint of less than 140 Degrees
Fahrenheit or 60 degrees centigrade using the test methods specified in ATSM
standards D-93-79, D=93-80, or D-3278 (incorporated by reference, see 40 CFR
260.11). This prohibition does not apply to any aqueous solution containing less than
24 percent alcohol by volume which would otherwise be a hazardous waste under 40
CFR 261.21 by virtue of having a closed cup flashpoint of less than 140 degrees
Fahrenheit or 60 degrees centigrade;
b. Wastes which will cause corrosive structural damage to treatment works, and in no case
discharges with a pH less than 5.0 standard units unless the system is specifically
designed to accommodate such discharges;
c. Solid or viscous substances in amounts which cause obstructions to the flow in sewers
or interference with the proper operation of the treatment works;
d. Wastewaters at a flow rate and/or pollutant concentration which will cause an
inhibition or disruption of the POTW, its treatment processes, operation, or sludge
use and disposal;
e. Heat in amounts which will inhibit biological activity in the treatment works,resulting
in interference but in no case heat in such quantities that the temperature at the treatment
works influent exceeds 40°C (104°F) unless the works are designed to
accommodate such heat;
f. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in
amounts that will cause interference or pass through;
g. Pollutants which result in the presence of toxic gases, vapors, or fumes within the
POTW in quantity that may cause acute worker health and safety problems;
h. Any trucked or hauled pollutants,except at discharge points designated by the POTW.
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary
for the permittee to supplement the requirements of the Federal Pretreatment Standards (40
CFR, Part 403) to ensure compliance by the permittee with all applicable effluent
limitations. Such actions by the permittee may be necessary regarding some or all of the
industries discharging to the municipal system.

•
Part III
4. The permittee shall require any industrial discharges into the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act.
Prior to accepting wastewater from any significant industrial user,the permittee shall either
develop and submit to the Division a Pretreatment Program for approval per 15 NCAC 2H
.0907(a) or modify an existing Pretreatment Program per 15 NCAC 2H.0907(b).
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or
modify an approved POTW Pretreatment Program or to include a compliance schedule for
the development of a POTW Pretreatment Program as required under Section 402(b)(8) of
the Clean Water Act and implementing regulations or by the requirements of the approved
State pretreatment program, as appropriate.
B. Pretreatment Program Implementation
Under authority of sections 307(b) and (c) and 402(b)(8) of the Clean Water Act and
implementing regulations 40 CFR Part 403, North Carolina General Statute 143-215.3 (14)
and implementing regulations 15 NCAC 2H .0900, and in accordance with the approved
pretreatment program, all provisions and regulations contained and referenced in the
Pretreatment Program Submittal are an enforceable part of this NPDES permit.
The permittee shall operate its approved pretreatment program in accordance with section
402(b)(8) of the Clean Water Act, the Federal Pretreatment Regulations 40 CFR Part 403,the
State Pretreatment Regulations 15 NCAC 2H .0900, and the legal authorities, policies,
procedures, and financial provisions contained in its pretreatment program submission. Such
operation shall include but is not limited to the implementation of the following conditions and
requirements: •
1. The permittee shall develop, in accordance with 40 CFR 403.5(c), specific limits to
implement the prohibitions listed in 40 CFR 403.5(a) and(b).
2. Within 120 days of the effective date of this permit the permittee shall draft and submit a
monitoring,program for the collection of facility specific data to be used in a wastewater
treatment plant headworks analysis for the development of specific local pretreatment
standards as required by paragraph 1 above. The permittee shall modify and implement the
monitoring program based on comments received by the Division within 180 days of the
effective date of this permit.
3. 180 days prior to the expiration date of this permit the permittee shall submit a headworks
analysis based on the data collected via the monitoring program required by paragraph 2 ..
above.
4. The permittee shall issue permits for construction,operation and discharge to all significant
industrial users in accordance with NCGS 143-215.1. These permits shall contain
limitations, sampling protocols, reporting requirements, appropriate standard conditions,
and compliance schedules as necessary for the installation of control technologies to meet
applicable pretreatment standards and requirements. Prior to the issuance of a permit
'to construct or as a condition of the permit an evaluation of the treatment process proposed
must be made as to its capacity to meet the permit limitations.
5. The permittee shall carry out inspection, surveillance, and monitoring requirements as
described in its approved pretreatment program in order to determine, independent of
' information supplied by industrial users, compliance with applicable pretreatment
standards. The permittee must inspect all significant industrial users (SIUs) once per
calendar year and sample all SIUs at least twice per calendar year, once during the period
beginning January 1 and ending June 30 and once during the period beginning July 1 and
ending December 31.

•
Part TII
6. The permittee shall enforce and obtain appropriate remedies for violations of categorical
pretreatment standards promulgated pursuant to section 307(b) and (c) of the Clean Water
Act (40 CFR 405 et.seq.), prohibitive discharge standards as set forth in 40 CFR 403.5,
and specific local limitations. All enforcement actions shall be consistent with any
Enforcement Response Plan approved by the Division.
7. The permittee shall require all industrial users to comply with the applicable monitoring and
reporting requirements outlined in the approved pretreatment program, the industry's
pretreatment permit, and/or in 15 NCAC 2H .0918.
8. The permittee shall submit twice per year 2 copies of a pretreatment report describing its
pretreatment activities over the previous six months. A report shall be submitted to the
Division by August 1 of each year describing pretreatment activities for January 1 through
June 30 of that year, and a like report shall be submitted by February 1 of each year for
activities conducted'from July 1 through December 31 of the previous year. These reports
shall contain the following information:
a. a narrative summary of actions taken by the permittee to ensure compliance with
pretreatment requirements and standards
b. a list of any substantive changes made in the approved pretreatment program
c. a compliance status summary of all significant industrial users
d. a list of those significant industrial users in reportable noncompliance with pretreatment
requirements and standards, the nature of the violations,and actions taken or proposed
to correct the violations on forms approved by the Division.
e. sampling and analytical results recorded on forms approved by the Division
f. upon request, other information which in the opinion of the Director is needed to
determine compliance with the pretreatment implementation requirements of this permit
g. a pretreatment program summary on forms approved by the Division.
9. The permittee shall retain for a minimum of three years records of monitoring activities and
results, along with support information including general records, water quality records,
and records of industrial impact on the POTW.
10.The'permittee shall publish annually, pursuant to 40 CFR 403.8 (f) (2) (vii), a list of
significant industrial users that have significantly violated pretreatment requirements and
standards during the previous twelve month period.
11.The permittee shall maintain adequate funding and staffing levels to accomplish the
objectives of its approved pretreatment program.
12!The permittee shall maintain adequate legal authority to implement its approved pretreatment
program.
13.The permittee shall update its industrial user survey at least once every five years.
14.Modifications to the approved pretreatment program including but not limited to local limits
modifications and monitoring program changes shall be considered permit modification and
shall be governed by 15 NCAC 2H .0114.

•
Part III
C. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or to change the type of process utilized at the treatment plant shall be begun until Final
Plans and Specifications have been submitted to the Division of Environmental Management
and written approval and Authorization to Construct has been issued.
D. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of Environmental
Management, conduct groundwater monitoring as may be required to determine the compliance
of this NPDES permitted facility with the current groundwater standards.
E. Publicly Owned Treatment Works
All POTWs must provide adequate notice to the Director of the following:
1. Any new introduction of pollutants into the POTW from an indirect discharger which
would be subject to section 301 or 306 of CWA if it were directly discharging those
pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced into that
POTW by a source introducing pollutants into the POTW at the time of issuance of the
permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality
and quantity of effluent introduced into the POTW, and (2) any anticipated impact of the
change on the quantity or quality of effluent to be discharged from the POTW.

Past TII Permit No. NC0036196
F. The permittee's effluent discharge shall at no time exhibit chronic toxicity (as defined in
Titlel5, Subchapter 2B of the North Carolina Administrative Code) as indicated by any two
consecutive test procedures performed herein required, and caused by the presence in its effluent of
any "toxic substance" (as defined in Title 15, Subchapter 2B of the North Carolina Administrative
Code). Effluent toxicity shall be determined using test procedures outlined in the current or
subsequent versions of the North Carolina Ceriodaphnia chronic effluent bioassay procedure --
(North Carolina Division of Environmental Management. 1985. Revised Sept., 1989. North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure (Ceriodaphnia Mini-Chronic Pass/Fail
Toxicity Test)) at an effluent concentration of 56% (defined as treatment two in the North Carolina
procedure document).
The permit holder shall perform quarterly monitoring using this procedure to establish compliance
with the permit condition. The first test shall be performed after thirty days from the•issuance of
this permit in the months of June, September, December, and March. Effluent sampling for this
testing shall be performed at the NPDES permitted final effluent discharge below all treatment
processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally,DEM Form AT-1 (original) is to be sent to the following address:
Environmental Sciences Branch
North Carolina Division of Environmental Management
P.O. Box 27687
Raleigh, NC 27611
Test data shall be complete and accurate and shall include all supporting chemical/physical tests, as
well as all dose response data. Total residual chlorine of the effluent toxicity sample must be
measured and reported if employed for disinfection of wastes.
Failure to achieve the test conditions as specified in the cited document, such as minimum control
organism survival or inappropriate environmental controls, shall invalidate the testing and require
retesting. Failure to submit suitable test results in compliance with the reporting requirements of
this Permit shall constitute a failure of permit conditions, and shall require retesting.
Should the test results from any quarterly procedure required under this monitoring provision
indicate a failure, permittee shall immediately commence and continue monthly monitoring and
testing until such time as a single test is passed. Upon passing a subsequent monthly test, the
monthly monitoring requirement hereunder shall revert to the quarterly requirement.
Should the facility not be able to comply with effluent limitations and/or cause violations of
pertinent water quality standards, a special order by consent may be sought between the City and
the North Carolina Environmental Management Commission through the Division of
Environmental Management pursuant to North Carolina General Statute §143-215.2 to address
non-compliant conditions and/or violations.
•
G. POLLUTANT ANALYSIS MONITORING CONDITION
The permittee shall conduct a test for pollutants annually at the effluent from the treatment plant.
The discharge shall be evaluated as follows: 1) A pollutant analysis of the effluent must be
completed annually using EPA approved methods, for the following analytic fractions: (a)
purgeables (i.e., volatile organic compounds); (b) acid extractables; (c) base/neutral extractables;

(d) organochlorine pesticides and PC13's (e) herbicides; and (f) metals and other inorganics. The
F_nnual Pollutant Analysis Monitoring (APAM) Requirement Reporting Form A and
accompanying memo, to be provided to all discharges affected by this monitoring requirement,
describes the sampling and analysis requirements and lists chemicals to be included in the
pollutant analysis. This monitoring requirement is to be referred to as the "Annual Pollutant
Analysis Monitoring Requirement" (APAM).
2) Other significant levels of synthetic organic chemicals must be identified and approximately
quantified. For the purpose of implementing this requirement, the largest 10 GC/MS peaks in the
purgeable, base/neutral extractable, and acid extractable fractions (or fewer than 10, if less than 10
unidentified peaks occur) for chemicals other than those specified on the APA Requirement
Reporting Form A should be identified and approximately quantified as stated in the APAM
Reporting Form A instructions.This part (item 2) of the APAM requirement is to be referred to as
the "10 significant peaks rule".
•
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•
•
•

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MAR $4 logo State of North Carolina
'apartment of Environment, Health,and Natural Resources
AiEGIONAt"„„.% Division of Environmental Management
512orth Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor George T. Everett, Ph. D.
William W. Cobey,Jr., Secretary Director
March 12, 1990
Mr. Richard French
City of Newton
PO Box 550
Newton, NC 28658
Subject: Modification to NPDES
Permit No. NC0036196
City of Newton
Catawba County
Dear Mr. French:
The 40 Code of Federal Regulations (CFR) Part 122 Subpart D - Transfer, Modification,
Revocation and Reissuance, and Termination of Permits allows the Director of the Division of
Environmental Management to reopen and modify NPDES permits, when necessary. More
specifically, 40 CFR Part 122.62 (a) (6) states that an NPDES permit may be modified to include
an applicable 307(a) toxic effluent standard or prohibition.
The Division has recently determined that it is necessary to reopen the subject permit to add
effluent limitations for cadmium, chromium, nickel, lead, cyanide, mercury, and chronic toxicity.
A monitoring requirement for silver has also been added to the subject pennit. The decision to
incorporate these new effluent limitations and monitoring requirements is based upon an evaluation
of recent pretreatment headworks information submitted to the Division by the City of Newton.
Therefore, effluent pages for the subject permit have been modified to reflect these changes and are
enclosed.
A copy of the subject permit is enclosed for your review. Please submit comments to the
Division of Environmental Management before April 9, 1990. The Division will publish our intent
to reissue the permit on May 1, 1990, and it will be scheduled to issue June 15, 1990,
If you have any questions concerning this permit modification, please contact Mr. Dale
Overcash at telephone number [phone].
Since rely,
'/ c (//,'
‘ c C
George T. E. erett
cc: Permit File
Mooresville Regional Office
Pollution Prevention Pays
P.O.liox 27687, Raleigh,North Carolina 27611:1687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

f
Permit No. NC0036196
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
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 Newton
is hereby authorized to discharge wastewater from a facility located at
Clark Creek WWTP
NCSR 2014
south of Newton
Catawba County
to receiving waters designated as Clark Creek in the Catawba River Basin
in accordance with effluent limitations,monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective
This permit and the authorization to discharge shall expire at midnight on January 31, 1992
Signed this day
George T. Everett, Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0036196
SUPPLEMENT TO PERMIT COVER SHEET
City of Newton
is hereby authorized to:
1. Continue to operate an existing 5.0 MGD wastewater treatment plant consisting of an influent
pump station, aerated grit chamber,reactor clarifiers with lime addition, aeration basins with
mechanical aerators, secondary clarifiers, dual media filters, chlorine contact basins,post
aeration, sludge thickeners with lime stabilization, and sludge dewatering centrifuges located at
Clark Creek WWTP, NCSR 2014, south of Newton, Catawba County (See Part II7 of this
Permit), and
2. Discharge from said treatment works at the location specified on the attached map into Clark
Creek which is classified Class C waters in the Catawba River Basin.

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A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Measurement Sample *Sample
Monthly Avg. Weekly Avg. Daily Max Frequency Type Location
Flow 5.0 MGD Continuous Recording for E
BOD, 5 day, 20°C** 15.0 mg/l 22.5 mg/I Daily Composite E, I
Total Suspended Residue" 30.0 mg/1 45.0 mg/I Daily Composite E, I
NH3 as N 6.0 mg/I 9.0 mg/I Daily Composite E
Dissolved Oxygen (minimum) 6.0 mg/I 6.0 mg/1 Daily Grab E, U, D
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Daily Grab E, U, D
Total Residual Chlorine Daily Grab E
Temperature Daily Grab E,U,D
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E
Total Phosphorus Monthly Composite E
Chronic Toxicity*** Quarterly Composite E
*Sample locations: L - Effluent, 1 - influent, U - Upstream at NCSR 2014, D - Downstream at NCSR 2012
Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June,July,August,
and September and once per week during the remaining months of the year.
**The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 % of the respective influent value(85
% removal).
* *Chronic Toxicity (Ceriodaphnia) P/F at 56%; June, September,December, and March; See Part III, Condition I.
****See Part III, Condition J.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
`'

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. (Continued)
Effluent Characteristics Discharge Limitations Monitoring Reg_uirements
Units (specify) Measuresnent Sample 'Sample
Monthly Avg, Weekly Av44 Pally Max
Frequency Location
Pollutant Analysis"" Annually E
Conductivity Grab U, D
Cadmium 3.5 ug/I Weekly Composite E
Chromium 89.0 ug/I Weekly Composite E
Nickel 156.0 ug/1 Weekly Composite E
Lead 44.0 ug/I Weekly Composite E
Cyanide . 8.9 ug/I Weekly Grab E
Mercury 0.02 ug/I Weekly Composite E
Zinc Monthly Composite E
Silver Monthly Composite E
Copper Monthly Composite E
•
•
'.3
•
1,�1

•
A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 -March 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfalI(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Measurement Sample 'Sample
N1Qnthiv Avg, Weekly Avg, Daily Max Frequency Type Location
Flow . 5.0 MGD Continuous Recording 1 or E
BOO, 5 day, 20°C" 30.0 mg/I 45.0 mg/I Daily Composite E, I .
Total Suspended Residue" 30.0 mg/I 45.0 mg/I Daily Composite E, I
NH3 as N 12.0 mg/I 18.0 mg/I Daily Composite E
Dissolved Oxygen (minimum) 6.0 mg/1 6.0 mg/I Daily Grab E, U, D
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Daily Grab E, U, D
Total Residual Chlorine Daily Grab E
Temperature _ Daily Grab E,U,D
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite•
E
Total Phosphorus Monthly Composite E
Chronic Toxicity"' Quarterly Composite E
`Sample locations: E-Effluent,I-Influent,U-Upstream at NCSR 2014,D -Downstream at NCSR 2012
Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June,July,August,
and September and once per week (luring the remaining months of the year.
**The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 % of the respective influent value(85
% removal).
***Chronic Toxicity (Ceriodaphnia) P/F at 56%; June, September,December, and March; See Part III, Condition I.
****See Part III, Condition J.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
•
i 4
• ,N
.

•
A. O. El-FLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 -March 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number(X 1. (Continued)
Effluent Characteristics Discharge Limitations , Monitoring Requirements
Units (specify) Measurement Sample ;Sample
Monthly Avg. Weekly AvQ. Daily Max Frequency Type Location
Pollutant Analysis**** Annually E
Conductivity Grab U, D
Cadmium 3.5 ug/I Weekly Composite E
Chromium 89.0 ug/I Weekly Composite E
Nickel 156.0 ugh Weekly Composite E
Lead 44.0 ug/l Weekly Composite E
Cyanide 8.9 ug/l Weekly Grab E
Mercury 0.02 ug/I Weekly Composite E
Zinc Monthly Composite E
Silver Monthly Composite E
Copper Monthly Composite E

PART III
OTHER REQUIREMENTS
A. Requirements for Control of Pollutants Attributable to Industrial Users.
1. Effluent limitations are listed in Part I of this permit. Other pollutants
attributable to inputs from major contributing industries using the
municipal system may be present in the permittee' s discharge. At such time
as sufficient information becomes available to establish limitations for
such pollutants, this permit may be revised to specify effluent limitations
for any or all of such other pollutants in accordance with best practicable
technology or water quality standards.
2. Under no circumstances shall the permittee allow introduction of the
following wastes in the waste treatment system:
a. Wastes which create a fire or explosion hazard in the treatment works.
b. Wastes which will cause corrosive structural damage to treatment works,
and in no case discharges with pH less than 5 unless the system is
specifically designed to accomodate such discharges.
c. Solid or viscous substances in amounts which cause obstructions to the
flow in sewers or interference with the proper operation of the
'treatment works.
d. Wastewaters at a flow rate and/or pollutant concentration which will
cause an inhibitation or disruption of the POTW, its treatment
processes, operation, or sludge use and disposal.
e. Heat in amounts which will inhibit biological activity in the treatment
works, resulting in interference but in no case heat in such quantities
that the temperature at the treatment works influent exceeds 40 C
(104 F) unless the works are designed to accommodate such heat.
3. With regard to the effluent requirements listed in Part I of this permit,
it may be necessary for the permittee to supplement the requirements of the
Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by
the permittee with all applicable effluent limitations. Such actions by
the permittee may be necessary regarding some or all of the major
contributing industries discharging to the municipal system.

_ 4
Part III
Continued
4. Permittee shall require any industrial dischargers into the permitted system
to meet Federal Pretreatment Standards promulgated in response to Section
307(b) of the Act. Prior to accepting wastewater from any significant
industrial user the permittee shall develop and submit to the Division for
approval a Pretreatment Program.
A significant industrial user is one which discharges wastewater into a
publicly owned treatment works and which:
a. has an average daily process wastewater flow of greater than 50,000
gallons per day, or;
b. contributes more than 5% of any design capacity of the wastewater
treatment plant which receives the discharge, or;
c. is required to meet a national categorical pretreatment standard, or;
d. is determined by the control authority to have a potential to adversely
impact the wastewater treatment plant or receiving stream, or to limit
the POTW sludge disposal options, or;
•
e. has been included in the permittee's pretreatment monitoring program
submitted in accordance with Section 15 NCAC 2H.0906 of the North
Carolina Administrative Code.
Any change in the definition of a significant industrial user as a result
of promulgations in response to Section 307 of the Act or revisions to
15 NCAC 2H.0903 shall become a part of this permit.
5. This permit shall be modified, or alternatively, revoked and reissued, to
incorporate or modify an approved POTW Pretreatment Program or to include a
compliance schedule for the development of a POTW Pretreatment Program as
required under Section 402(b)(8) of the Clean Water Act and implementing
regulations or by the requirements of the approved State pretreatment
program, as appropriate.
B. Pretreatment Program Implementation
Under authority of sections 307(b) and (c) and 402 (b)(8) of the Clean Water
Act and implementing regulations 40 CFR Part 403; North Carolina General
Statute 143-215.3 (14) and implementing regulations 15 NCAC 2H .0900, and in
accordance with the approved pretreatment program all provisions and
regulations contained and referenced in the Pretreatment Program Submittal
are an enforceable part of this NPDES permit.

Part III
Continued
The permittee shall operate its approved pretreatment program in accordance
with section 402(b)(8) of the Clean Water Act, the Federal Pretreatment
Regulations 40 CFR Part 403, the State Pretreatment Regulations
15 NCAC 2H .0900, and the legal authorities, policies, procedures, and
financial provisions contained in its pretreatment program submission.
Such operation shall include but is not limited to the implementation of
the following conditions and requirements:
1. The permittee shall develop, in accordance with 40 CFR 403.5(c), specific
limits to implement the prohibitions listed in 40 CFR 403.5(a) and (b) .
2. The permittee shall issue permits for construction, operation and discharge
to all significant industrial users in accordance with NCGS 143-215. 1.
These permits shall contain limitations, sampling protocols, reporting
requirements, appropriate standard conditions, and compliance schedules as
necessary for the installation of control technologies to meet applicable
pretreatment standards and requirements. Prior to the issuance of a permit
to construct or as a condition of the permit an evaluation of the treatment
process proposed must be made as to its capacity to meet the permit
limitations.
3. The permittee shall carry out inspection, surveillance, and monitoring
requirements as described in its approved pretreatment program in order to
determine, independent of information supplied by industrial users,
compliance with applicable pretreatment standards. All significant
industrial users must be sampled by the permittee at least twice per year
for limited parameters.
4. The permittee shall enforce and obtain appropriate remedies for violations
of categorical pretreatment standards promulgated pursuant to section
307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq. ), prohibitive
discharge standards as set forth in 40 CFR 403.5, and specific local
limitations.
5. The permittee shall require all industrial users to comply with the
applicable monitoring and reporting requirements outlined in the approved
pretreatment program, the industry's pretreatment permit and/or in 15
NCAC 2H .0908.
6. The permittee shall submit twice per year 2 copies of a pretreatment
report describing its pretreatment activities over the previous six
months. A report shall be submitted to the Division by August 1 of each
year describing pretreatment activities for January 1 through June 30 of
that year, and a like report shall be submitted by February 1 of each year
for activities conducted from July 1 through December 31 of the previous
year. These reports shall contain the following information:

Part III
Continued
a. a narrative summary of actions taken by the permittee to ensure
compliance with pretreatment requirements and standards
b. a list of any substantive changes made in the approved pretreatment
program.
c. a compliance status summary of all significant industrial users
d. a list of those significant industrial users- in reportable
noncompliance with pretreatment requirements and standards, the nature
of the violations, and actions taken or proposed to correct the
violations
e. sampling and analytical results recorded on forms approved by the
Division
f. upon request, other information pertinent to the implementation of
the permittee's pretreatment program.
7. The permittee shall retain for a minimum of three years records of
monitoring activities and results, along with support information
including general records, water quality records, and records of
industrial impact on the POTW.
8. The permittee shall publish annually, pursuant to 40 CFR 403.8
(f(2)(vii), a list of significant industrial users that have
significantly violated pretreatment requirements and standards during the
previous twelve month period.
9. The permittee shall maintain adequate funding levels to accomplish the
objectives of its approved pretreatment program.
10. The permittee shall maintain adequate legal authority to implement its
approved pretreatment program.
11. The permittee shall update its industrial user survey at least once
every five years.
12. Modifications to the approved pretreatment program including but not
limited to local limits modifications and monitoring program changes
shall be considered permit modification and shall be governed by 15 NCAC
2H .0114.
C. Previous Permits
All previous State water quality permits issued to this facility, whether
for construction or operation or discharge, are hereby revoked by issuance
of this permit. The conditions, requirements, terms, and provisions of
this permit authorizing discharge under the National Pollutant Discharge
Elimination System govern discharges from this facility.

Part III
Continued
D. Construction
No construction of wastewater treatment facilities or additions thereto
shall be begun until Final Plans and Specifications have been submitted to
the Division of Environmental Management and written approval and
Authorization to Construct has been issued.
E. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the permittee
shall employ a certified wastewater treatment plant operator in responsible
charge of the wastewater treatment facilities. Such operator must hold a
certification of the grade equivalent to or greater than the classification
assigned to the wastewater treatment facilities.
F. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division
of Environmental Management, conduct groundwater monitoring as may be
required to determine the compliance of this NPDES permitted facility with
the current groundwater standards.
G. Limitations Reopener
This permit shall be modified or alternatively, revoked and reissued, to
comply with any applicable effluent guideline or water quality standard
issued or approved under Section 302(b)(2)(c), and (d), 304(b)(2), and
307(a)(2) of the Clean Water Act, if the effluent guideline or water
quality standard so issued or approved:
1. contains different conditions or is otherwise more stringent than
any effluent limitation in the permit; or •
2. controls any pollutant not limited in the permit.
This permit as modified or reissued under this paragraph shall also contain
any other requirements in the Act then applicable.
H. Toxicity Reopener
This permit shall be modified, or revoked and reissued to incorporate
toxicity limitations and/or monitoring requirements in the event toxicity
testing or other studies conducted on the effluent or receiving stream
indicate that detrimental effects may be expected in the receiving stream
as a result of this discharge.

Part III Permit No. NC0036J.96
I. The effluent discharge shall at no time exhibit chronic toxicity in any
two consecutive toxicity tests, using test procedures outlined in:
1. ) The North Carolina Ceriodaphnia chronic effluent bioassay procedure
(North Carolina Chronic Bioassay Procedure - Revised *September 1989) or
subsequent versions.
The effluent concentration at which there may be no observable inhibition of
reproduction or significant mortality is 56% (defined as treatment two in the
North Carolina procedure document) . The permit holder shall perform quarterly
monitoring using this procedure to establish compliance with the permit
condition. The first test will be performed after thirty days from issuance
of this permit during the months of June, September, December, • and March.
Effluent sampling for this testing shall be performed at the NPDES permitted
final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be
entered on the Effluent Discharge Monitoring Form (MR-1) for the month in
which it was performed, using the parameter code TGP3B. Additionally, DEM
Form AT-1 (original) is to be sent to the following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting
chemical/physical measurements performed in association with the toxicity
tests, as well as all dose/response data. Total residual chlorine of the
effluent toxicity sample must be measured and reported if chlorine is employed
for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified
limits, then monthly monitoring will begin immediately until such time that a
single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by
the North Carolina Division of Environmental Management indicate potential
impacts to the receiving stream, this permit may be reopened 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 and appropriate environmental
controls, shall constitute an invalid test and will require immediate
retesting (within 30 days of initial monitoring event) . Failure to submit
suitable test results will constitute noncompliance with monitoring
requirements.
J. The permittee shall conduct a test for pollutants annually at the
effluent from the treatment plant. The discharge shall be evaluated as
follows: 1) A pollutant analysis of the effluent must be completed annually

-J�
using EPA approved methods for the following analytic fractions: (a)
purgeables (i.e., volatile organic compounds) ; (b) acid extractables; (c)
base/neutral extractables; (d) organochlorine pesticides and PCB's (e)
herbicides; and (f) metals and other inorganics. The Annual Pollutant
Analysis (APA) Monitoring Requirement Reporting Form A, to be provided to all
discharges affected by this monitoring requirement, describes the sampling
and analysis requirements and lists chemicals to be included in the
pollutant analysis. This monitoring requirement is to be referred to as the
"Annual Pollutant Analysis" (APA) .
2) Other significant levels of synthetic organic chemicals must be
identified and approximately quantified. For the purpose of implementing
this requirement, the largest 10 GC/MS peaks in each organic chemical
analytic fraction (or fewer than 10, if less than 10 unidentified peaks
occur) for chemicals other than those specified on the APA Monitoring
Requirement Reporting Form A should be identified and approximately
quantified as stated in the APA Reporting Form A instructions. This part
(item 2) of the APA monitoring requirement is to be referred to as the "10
significant peaks rule" .

• - Permit No. NC00361A C.
vo4I,rU ze STATE OF NORTH CAROLINA i'4'v ySAVD SAL
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES?�
DIVISION OF ENVIRONMENTAL MANAGEMENT pikisipy 1990
PERMIT EkRMflO slut omj rat AG
TO DISCHARGE WASTEWATER UNDER THE 41//0( pf����tyr
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 Newton
is hereby authorized to discharge wastewater from a facility located at
Clark Creek WWTP
NCSR 2014
south of Newton
Catawba County
to receiving waters designated as Clark Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective
This permit and the authorization to discharge shall expire at midnight on January 31, 1992
Signed this day
rit)
rA
George T.Everett,Director
Division of Environmental Management
By Authority of the Environmental Management Commission

a
Permit No. NC0036 196
SUPPLEMENT TO PERMIT COVER SHEET
City of Newton
is hereby authorized to:
1. Continue to operate an existing 5.0 MGD wastewater treatment plant consisting of an influent
pump station, aerated grit chamber,reactor clarifiers with lime addition, aeration basins with
mechanical aerators, secondary clarifiers, dual media filters, chlorine contact basins, post
aeration, sludge thickeners with lime stabilization, and sludge dewatering centrifuges located at
Clark Creek WWTP, NCSR 2014, south of Newton, Catawba County (See Part TII of this
Permit), and
2. Discharge from said treatment works at the location specified on the attached map into Clark
Creek which is classified Class C waters in the Catawba River Basin.

54
eia okato;
394 6
70(1 ODD
FLLI
3945
OW11'
35° 37'30"-
81°15'
• • I
4-7
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Mapped, edited, and published bythe Geological Survey
Control by USGS and USC&GS
Topography by photogrammetric methods from aerial
photographs taken 1966. Field checked 1970
Prtlurnnir. nmiprtinn. 1927 North American datum
1340 000 FEET
1,
MAIDEN 4.5 MI.
GASTONIA 30 MI,
r4
GN
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reek
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SCALE 1:24 00(
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CONTOUR INTERVAL_,
. _ _

A. (). El-FLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER(April 1 - October 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Measurement Sample *Sample
Monthly Avg. Weekly Avg, Daily Max Frequency Tyne Location
Flow 5.0 MCD Continuous Recording I or E
BOD, 5 day, 20°C" 15.0 mg/i 22.5 mg/I Daily Composite E, I
Total Suspended Residue** 30.0 mg/I 45.0 mg/I Daily Composite E, I
NH3 as N 6.0 mg/I 9.0 mg/I Daily Composite E
Dissolved Oxygen (minimum) 6.0 mg/I 6.0 mg/I Daily Grab E, U, D
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Daily Grab E, U, D
Total Residual Chlorine • Daily Grab E
Temperature Daily Grab E,U,D
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E
Total Phosphorus Monthly Composite E
Chronic Toxicity*** Quarterly Composite E
*Sample locations: E-Effluent,I-Influent,U-Upstream at NCSR 2014, D -Downstream at NCSR 2012
Upstream and downstream samples shall be grab samples. Stream samples shall be collected three times per week during June,July, August,
and September and once per week during the remaining months of the year.
**The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 % of the respective influent value(85
% removal).
***Chronic Toxicity (Ceriodaphnia) P/F at 56%; June, September,December, and March; See Part III, Condition F.
****See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. (). EH-LUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. (Continued)
Effluent Characteristics Discharge Limitations Monitoring Requirements
Units (specify) Measurement Sample `Sample
Monthly Avg, Weekly Avg. Daily Max Freauencv Type Location
Pollutant Analysis"" Annually E
Conductivity Grab U, 0
Cadmium 3.5 ug/I Weekly Composite E
Chromium 89.0 ug/1 Weekly Composite E
Nickel 156.0 ug/I Weekly Composite E
Lead 44.0 ug/l Weekly Composite E
Cyanide 8.9 ugh • Weekly Grab E
Mercury 0.02 ug/l Weekly Composite E
Zinc Monthly Composite E
Silver Monthly Composite E
Copper Monthly Composite E

A. ().ENrLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 -March 31) Permit No. NC0036196
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Measurement Sample `Sample
Monthly Avg. Weekly Avg, Daily Max Frequency Tvpe Location.
Flow 5.0 MGD Continuous Recording I or E
BOO, 5 day, 20°C** 30.0 mg/I 45.0 mg/I Daily Composite E, I
Total Suspended Residue** 30.0 mg/I 45.0 mg/I Daily Composite E, I
NH3 as N 12.0 mg/I 18.0 mg/l Daily Composite E
Dissolved Oxygen (minimum) 6.0 mg/I 6.0 mg/I Daily Grab E, U, D
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml Daily Grab E, U, D
Total Residual Chlorine • Daily Grab E
Temperature Daily Grab E,U,D
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E
Total Phosphorus Monthly Composite E
Chronic Toxicity*** Quarterly Composite E
*Sample locations: E -Effluent,I -Influent,U -Upstream at NCSR 2014, D -Downstream at NCSR 2012
Upstream and downstream samples shall be giab samples. Stream samples shall be collected three times per week during June,July,August,
and September and once per week during the remaining months of the year.
**The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 % of the respective influent value(85
removal).
***Chronic Toxicity (Ceriodaphnia) P/F at 56%; June, September,December, and March; See Part III, Condition F.
****See Part III, Condition G.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. ().ENFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 -March 31) Permit No. NC0036196 .
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. (Continued)
Effluent Characteristics Discharge Limitations Monitoring Requirements
Units (specifvl Measurement Sample *Sample
Monthly Avg L Weekly Avg, Daily Max Frequency Type Location
Pollutant Analysis**** Annually E
Conductivity . * Grab U, D
Cadmium 3.5 ug/I Weekly Composite E
Chromium 89.0 ug/I Weekly Composite E
Nickel 156.0 ug/1 Weekly Composite E
Lead 44.0 ug/I Weekly Composite E
Cyanide 8.9 ugh . Weekly Grab E
Mercury 0.02 ug/1 Weekly Composite E
Zinc Monthly Composite E
Silver Monthly Composite E
Copper Monthly Composite E

Part Ill Permit No. NC0036196
F. The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive
toxicity tests, using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina
Chronic Bioassay Procedure - Revised `September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 56% (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quarterly monitoring using this procedure to
establish compliance with the permit condition. The first test will be performed after thirty
days from issuance of this permit during the months of June, September, December, and
March. Effluent sampling for this testing shall be performed at the NPDES permitted final
effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the
Effluent Discharge Monitoring Form (MR-1) for the month in which it was performed, using
the parameter code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the
following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemical/physical
measurements performed in association with the toxicity tests, as well as all dose/response
data. Total residual chlorine of the effluent toxicity sample must be measured and reported if
chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing,
this monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests. performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be reopened 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 and appropriate environmental controls, shall constitute an invalid
test and will require immediate retesting (within 30 days of initial monitoring event). Failure
to submit suitable test results will constitute noncompliance with monitoring requirements.
G. The permittee shall conduct a test for pollutants annually at the effluent from the treatment
plant. The discharge shall be evaluated as follows: 1) A pollutant analysis of the effluent must
be completed annually using EPA approved methods for the following analytic fractions: (a)
purgeables (i.e., volatile organic compounds); (b) acid extractables; (c) base/neutral
extractables; (d) organochlorine pesticides and PCB's (e) herbicides; and (f) metals and other
inorganics. The Annual Pollutant Analysis (APA) Monitoring Requirement Reporting Form A,

to be provided to all discharges affected by this monitoring requirement, describes the
sampling and analysis requirements and lists chemicals to be included in the pollutant
analysis. This monitoring requirement is to be referred to as the "Annual Pollutant Analysis"
(A PA).
2) Other significant levels of synthetic organic chemicals must be identified and
approximately quantified. For the purpose of implementing this requirement, the largest 10
GGIMS peaks in each organic chemical analytic fraction (or fewer than 10, if less than 10
unidentified peaks occur) for chemicals other than those specified on the APA Monitoring
Requirement Reporting Form A should be identified and approximately quantified as stated in
the APA Reporting Form A instructions. This part (item 2) of the APA monitoring requirement
is to be referred to as the "10 significant peaks rule".

NPDES WASTE LOAD ALLOCATION /� 9e
Modeler ate ec. #
PERMIT NO.: NC0034196 � � ���
FACILITY NAME: C' O-'Nt any — et.4 - [put_ U�fI� Drainage Area(mil ) 19. 3 Avg. Streamflow (cfs): 35-
l ' 7 10 (cfs) b Winter 7 10 (cfs) o 30 2 (cfs) '
Facility Status: �1[rsr•1,� Q Q / Q
Permit Status: ihrs„)§,... le- -- - Toxicity Limits: IWC St % Acute —ironic
Major I Minor Instream Monitoring:
Pipe No.: 00 I Parameters i :‘,41
Design Capacity: s:° A(60 Upstream Y Location - 26!1
Domestic (% of Flow): Itg / 9 Downstream Y Location Sk zaIZ
Industrial (% of Flow): 5-5.9 % M % 'e c%Nw`t— S
Effluent
Comments: Characteristics >icy
-1;iusgas_615 b.) 44- f
CcJp) nightiat i ra.
.RECEIVING STREAM: C/fr C c
-
Class: G ' . i' a , r i s44,�..
Sub-Basin: - 036 $ 3-5-
Reference USGS Quad: E tit A J (please attach) .i:: �,(//9 P 9 Cw9 ,,gyp/
County: Rw 64 - `� !'W"rc, '
Regional Office: "Mei. 11 t
Requested by: Date:
Prepared by: Al• ar dQ Date: !0 !q Yd �� :Doti
Reviewed by: 0 p4 Date: /0 0 �q7 d
l4 w�„`. Comments: 01� yr �``,.;,rppitat OfFigliK

pIPPF7
•
F •
State of North Carolina
Department of Environment, Health,and Natural Resources
Division of Environmental Management -
512 North Salisbury Street• Raleigh,North Carolina 27611
James G.Martin,Governor George T.Everett,Ph.D.
William W. Cobey,Jr.,Secretary Director
• September 17, 1990
Mr. Richard French
City of Newton
PO Box 550 •
Newton, NC- 28658
Subject: NPDES Permit No. NC0036196
Permit Modification
Newton WWTP
Catawba County
Dear Mr. French:
The Division of Environmental Management(DEM) has reviewed your letter of August
20, 1990, and Mr. Robert Epting's letter of the same date, concerning the reopening of the
subject permit. The results of our review are summarized in this letter.
Based on the information in the letters and the information discussed in the meeting on
August 7, 1990, the DEM is proposing to make the following changes to the DRAFT Permit:
1 . Add a daily maximum limit for toluene of 19.0 µg/I and require weekly
monitoring by grab sample at the effluent;
2. Remove the limit for mercury and require monthly monitoring only;
3. Add a monthly fluoride monitoring requirement with a composite sample at the
effluent;
4. Retain the cyanide limit, but allow monthly monitoring instead of weekly •
monitoring .(There was not enough information submitted to justify removing
the cyanide limit);
5. Editorial changes to the toxicity limit in Part Ill Condition F (NOTE: Condition
in the DRAFT of March 12, 1990, is now Condition F. Likewise, Condition J is
now Condition G. This is due to the DEM totally rewriting the boilerplate. A
copy of the boilerplate is enclosed for your review.); and
6. Minor modifications to Part III, Condition G to make it consistent with current
DEM requirements for the annual pollutant analysis.
•
Pollution Prevention Pays
P.O.Box 27687,Raleigh,North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mr. French
Page Two
Please review the changes and submit any additional comments by October 15, 1990.
The permit changes must be readvertised through the public notice process. The DEM would like
to resolve any differences prior to public notice.
If you have any questions, please contact Mr. Dale Overcash at [phone].
Sinc- :ly,
r { ,
George TIC erett
cc: Ms. Brenda Smith
Mr. Robert Epting

DIVISION OF ENVIRONMENTAL MANAGEMENT
June 5, 1990
MEMORANDUM
r
TO: WLA File
FROM: Jackie Nowellr� \
SUBJECT: Reopening permit for City of Newton-Clark Creek WWTP
NPDES Permit No. NC0036196
Catawba County
The Technical Support Branch has recently evaluated newly sub-
mitted pretreatment headworks information for the subject facility.
This information on the pollutant, toluene, was not available when
the January 16th memo reopening Newton' s NPDES permit was distrib-
uted. Newton has recently submitted updated pretreatment data for
toluene inputs to its facility from a major SIU. After review of
this data, it has been determined that the NPDES permit should be
reopened, pursuant to Part III Condition E of the subject permit,
for the addition of an effluent limit for toluene as indicated on the
attached approval form. Existing permit limits and/or monitoring
requirements not detailed in the attached approval form should
remain unchanged.
cc: Dale Overcash
Doug Finan
(AD Cam,. -b-4-c n 5 (�
o iv
Sk U Lon g 3. 5
-2. . 5 16G/acz,c.)
G 0 ko /C)4i-c-k —1514)edAt—
Tcc tc0 coAaAf`f- w, a`#` �s�u arQ W2TP — 11, g

•
Request No. : 5140
WASTELOAD ALLOCATION APPROVAL FORM
Facility Name: CITY OF NEWTON-CLARK CREEK WWTP
NPDES No. : NC0036196
Type of Waste: 55. 9% INDUSTRIAL/ 44 .1% DOMESTIC
Status: EXISTING
Receiving Stream: CLARK CREEK
Classification: C
Subbasin: 030835 Drainage area: 29.300 sq mi
County: CATAWBA Summer 7Q10 : 6.00 cfs
Regional Office: MRO Winter 7Q10 : 10. 00 cfs
Requestor: REOPENER CLAUSE Average flow: 35. 00 cfs
Date of Request: 30Q2:
Quad: E14NW IWC: 56% L. _.-5
EFFLUENT LIMITS & MONITORING lW Z8 )JJO
Daily max.
Toluene (ug/l) • I :&0. (WQ) 19. c PERMITS& F ;rfN :mn
Mercury (ug/1) : monitor RECEIVED
Rms.OV EHVIRONMEHTA.MAffA6EHl
'JUN 19 1990 :k r,,. P,-.�..
•
MOOAESVILLE .O��`•�€' ' ~�
Toxicity Testing Req. : muu `''`'
MONITORING
•
Upstream (Y/N) : Y Location: STATE ROAD 2014 �O '�
Downstream (Y/N) : Y Location: STATE ROAD 2012
COMMENTS ATEL.?�`=%REOPENING THE NPDES PERMIT TO REFLECT THE ABOVE EFFLUENT LIMITS Atai. t4rdRING
CHANGES IS RECOMMENDED BASED ON NEW OR REVISED PRETREATMENT HEADWORKS
INFORMATION. (SEE ATTACHED MEMO) .
*IN THE 1/16/90 APPROVAL FORM, MERCURY WAS LIMITED, IT HAS BEEN REEVALUATED
AND EFFLUENT MONITORING WILL BE SUFFICIENT.
-31
Recommended by: Date: 6/5/7
Reviewed by
Instream Assessment: Date: Cgillq0
Regional Supervisor: u � , ' Date: (, Jati (4v
Permits & Engineering: Date: (p/Lilgo
WQ Section Chief: Date:
RETURN TO TECHNICAL SERVICES BY: JUL 10 1991
I
i 7/4, rd r c.rc :i JUN `�i
Cr �c 4, ,i AR go-4i - 1 ��'I — PERWIlS: ENGINEERING

4W A 1
115'
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G.. Martin, Governor January 16 , 1987 R. Paul Wilms
S. Thomas Rhodes, Secretary CERTIFIED MAIL Director
RETURN RECEIPT REQUESTED
Mr . -R,,,--D-4--M44-s,e-nan-t-
Town of Newton
PO Box 550
Newton , NC 28658
Subject : Permit No . NC0016196
Clark Creek WWTP
Catawba County
Dear Mr . Whisenant :
In accordance with your application for discharge permit received on
March 10 , 1986 , we are forwarding herewith the subject State - NPDES permit .
This permit is issued pursuant to the requirements of North Carolina General
Statute 143-215 . 1 and the Memorandum of Agreement between North Carolina and
the US Environmental Protection Agency dated December 6 , 1983 .
If any parts , measurement frequencies or sampling requirements
contained in this permit are unacceptable to you , you may request a waiver
or modification pursuant to Regulation 15 NCAC . 0508 (b) by written request
to the Director identifying the specific issues to be contended . Unless
such request is made within 30 days following receipt of this permit , this
permit shall be final and binding . Should your request be denied , you will
have the right to request an adjudicatory hearing .
Please take notice that this permit is not transferable . Part II , B. 2 .
addresses the requirements to be followed in case of change in ownership or
control of this discharge .
This permit does not affect the legal requirement to obtain other
permits which may be required by the Division of Environmental Management or
permits required by the Division of Land Resources , Coastal Area Management
Act or any other Federal or Local governmental permit that may be required .
If you have any questions concerning this permit , please contact Mr .
Samuel Bridges , at telephone number 919/ 733-5083 .
Sincerely ,
ORIGINAL SIGNED BY
ARTHO WPMEtniLi s
FOR
cc : Mr . Jim Patrick , EPA
Mooresville Regional Supervisor
Pollution Thruention
P.O. Box 27687,, Raleigh, North Carolina 276H-7687 lekphone 90-733-705
An Equal Opportunity Affirmative Action Employer

•
Permit No . NC0036196
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
To Discharge Wastewater Under The
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions 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 Newton
•
is hereby authorized to discharge wastewater from facilities located
at
Clark Creek Wastewater Treatment Plant
south of Newton off of NCSR 2014
Catawba County
to receiving waters designated as Clark Creek in the Catawba River
Basin
in accordance with effluent limitations , monitoring requirements , and
other conditions set forth in Parts I, II, and _III hereof .
This permit shall be effective February 1, 1987
This permit and the authorization to discharge shall expire at
midnight on January 31, 1992
Signed this day of January 16, 1987
1 +l.SACaNE-b.g`f
OBURY
R. Paul Wilms , Director
Division of Environmental Management
By Authority of the Environmental
Management Commission

Permit No . NC0036196
SUPPLEMENT TO PERMIT COVER SHEET
City of Newton
is hereby authorized to :
1 . Continue to operate an existing 5 . 0 MGD wastewater
treatment plant consisting of an influent pump station,
aerated grit chamber , reactor clarifiers with lime
addition, aeration basins with mechanical aerators ,
secondary clarifiers , dual media filters , chlorine
contact basins , post aeration , sludge thickeners with
lime stabilization, and sludge dewatering centrifuges
located at the Clark Creek Wastewater Treatment Plant ,
south of Newton off of NCSR 2014 in Catawba County ( See
Part III of this permit) , and
2. Discharge from said treatment works into Clark Creek
which is classified Class "C" waters in the Catawba
River Basin .

•
: •
A. ( 1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final Winter: November 1 - March 31 •
'
During the period beginningon the effective date of the Permitand lasting until expiration,
• the permittee is authorized to discharge from outfall(s) serial number(s) 001.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Charaicteristics ' Discharge Limitations Monitoring Requirements
Kq/day Slbs/day) Other•Units (Specify) Measurement Sample, * Sample
Monthly Avg, Weekly Avg. Monthly A9g. weekly Avg. . . reguency Type Location
Flow 5.0 MGD Continuous Recording I or E
BOD, 5Day, 20°C ** • 30.0 mg/1 45.0 mg/1 Daily Composite E ,I
Total Suspended Residue ** 30.0 mg/1 45.0 mg/1 Daily Composite E ,I
NH as N 12.0 mg/1 18.0 mg/1 Daily Composite E
Digsolved Oxygen (minimum) 6.0 mg/1 6.0 mg/1 Daily Grab E,U,D
Fecal Coliform (geometric mean) 1000.0/100 ml 2000.0/100 ml Daily Grab E,U,D
Residual Chlorine Daily Grab . E
Temperature Daily Grab E,U,D
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E
Total Phosphorus Monthly Composite E
Copper I • Monthly Composite E
Zinc Monthly Composite E
*Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
Upstream and downstream samples shall be grab samples.
Stream samples shall be collected three times per week during June, July,
August and September and once per week during the remaining months of the
year.
**The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not
exceed 15% of the respective influent values (85% removal) . _ -a-o•v
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and o . 0-1
shall be monitored daily at the effluent by grab sample. p. x
•
There shall be no discharge of floating solids or visible foam. in other than trace amounts. c" o 0

Z
td2
'
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final Summer: April 1 - October 31
During the period beginning on the effective date of the Permitand lasting until expiration,
• the penni ttee is authorize to discharge from outfall (s) serial number(s) ool.
Such discharges shall be limited and monitored by the permitter as specified below: -
Effluent Charactertstfcs Discharge Limitations Monitoring Requirements
Kg/day (lbs Lda�yy►►) Other•Units (Specify) Measurement Sample * Sample
Monthly Avgt Keekix Avg. Montilla Avg! keemy Mg. Frequency Type .Location
Flow 5.0 MGD Continuous Recording I or E
BOD, 5Day, 20°C ** 15.0 mg/1 22.5 mg/1 Daily Composite E ,I
Total Suspended Residue ** 30.0 mg/1 45.0 mg/1 Daily Composite E ,I
NH as N 6.0 mg/1 9.0 mg/1 Daily Composite E
Di4solved Oxygen (minimum) 6.0 mg/1 6.0 mg/1 Daily Grab E,U,D
Fecal Coliform (geometric mean) 1000.0/100 ml 2000.0/100 ml Daily Grab E,U,D
Residual Chlorine Daily Grab E
Temperature Daily Grab E,U,D
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E
Total Phosphorus Monthly Composite E
Copper Monthly Composite E
Zinc Monthly Composite E
*Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
Upstream and downstream samples shall be grab samples.
Stream samples shall be collected three times per week during June, July,
August and September and once per week during the remaining months of the
year.
**The monthly average effluent BODS and Total Suspended Residue concentrations shall not
exceed 15% of the respective influent values (85% removal) . x -o ro
n RI a a.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and o "
shall be monitored daily at the effluent by grab sample. ~'
There shall be no discharge of floating solids or visible foam in other than trace aunts.mo 0

Part I
B . SCHEDULE OF COMPLIANCE
1 . The permittee shall achieve compliance with the effluent
limitations specified for discharges in accordance with the
folllowing schedule:
2 . No later than 14 calendar days following a date identified in
the above schedule of compliance , the permittee shall submit
either a report of progress or , in the case of specific actions
being required by identified dates , a written notice of
compliance or noncompliance . In the latter case , the notice
shall include the cause of noncompliance , any remedial actions
taken, and the probability of meeting the next scheduled
M4

C. MONITORING AND REPORTING
1. Representative Sampling
Samples collected and measurements taken as required herein shall be
characteristic of the volume and nature of the permitted discharge.
Samples collected at a frequency less than daily shall be taken on a day
and time that is characteristic of the discharge over the entire period
which the sample represents.
2. Reporting
Monitoring results obtained during the previous month(s) shall be
summarized for each month and reported on a monthly Discharge Monitoring
Report (DMR) Form (DEM No. MR 1, 1.1, 2, 3,) or alternative forms
approved by the Director, DEM, postmarked no later than the 30th day
following the completed reporting period.
The first DMR is due on the last day of the month following the issuance
of the permit or in the case of a new facility, on the last day of the
month following the commencement of discharge. Duplicate signed copies
of these, and all other reports required herein, shall be submitted to
the following address:
Division of Environmental Management
Water Quality Section
ATTN: Central Files
Post Office Box 27687
Raleigh, NC 27611
3. Definitions
a. Act or "the Act": The Federal Water Pollution Control Act, also know
as the Clean Water Act, as amended, 33 U.S.C. 1251, et. seq.
b. The monthly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the samples collected in one calendar month. The
monthly average for fecal coliform bacteria is the geometric mean of
samples collected in one calendar month.
c. The weekly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the samples collected during one calendar week
(Sun-Sat). The weekly average for fecal coliform bacteria is the
geometric mean of all samples collected in one calendar week (Sun-Sat) .
d. DEM or Division: means the Division of Environmental Management,
Department of Natural Resources and Community Development.
e. EMC: used herein means the North Carolina Environmental Management
Commission.
M 5

f. Flow, M3/day (MGD) : The flow limit expressed in this permit is the
24 hour average flow, averaged monthly. It is determined as the
arithmetic mean of the total daily flows recorded during the calendar
month.
g. Arithmetic Mean: The arithmetic mean of any set of values is the
summation of the individual values divided by the number of individual
values.
h., Geometric Mean: The geometric mean of any set of values is the Nth
root of the product of the individual values where N is equal to the
number of individual values. The geometric mean is equivalent to the
antilog of the arithmetic mean of the logarithms of the individual
values. For purposes of calculating the geometric mean, values of zero
(0) shall be considered to be one (1) .
i. Composite Sample: These samples consist of grab samples collected at
equal intervals and combined proportional to flow, a sample continuously
collected proportionally to flow, or equal volumes taken at varying time
intervals. If a composite sample is obtained from grab samples, the
following requirements apply. The intervals between influent grab
samples shall be no greater than hourly. Intervals between effluent grab
samples shall be no greater than hourly except where the detention time
of the wastewater in the facility is greater than 24 hours, in which
case, the interval between grab samples shall be no greater in number of
hours than the detention time in number of days; provided, however, in
no case may the time between effluent grab samples be greater than six
hours nor the number of grab samples less than four during any discharge
period of 24 hours or less.
j . Grab Sample: Grab samples are individual samples collected over a
period of time not exceeding 15 minutes; the grab sample can be taken
manually.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC
regulations published pursuant to N.C.G.S. 143-215.63 et seq, the Water
and Air Quality Reporting Act, and to regulations published pursuant to
Section 304(g) , 33 USC 1314, of the Federal Water Pollution Control Act,
As Amended, and Regulation 40 CFR 136.
5. Recording Results
For each measurement or sample taken pursuant to the requirements of
this permit, the permittee shall record the following information:
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed; and
c. The person(s) who performed the analyses.
M 6

b. Additional Monitoring by Permittee
If the permittee monitors any pollutant at the location(s) designated
herein more frequently than required by this permit, using approved
analytical methods as specified above, the results of such monitoring
shall be included in the calculation and reporting of the values is
required in the DMR. Such increased frequency shall also be indicated.
The DEM may require more frequent monitoring or the monitoring of other
pollutants not required in this permit by written notification.
7. Records Retention
All records and information resulting from the monitoring activities
required by this Permit including all records of analyses performed and
calibration and maintenance of instrumentation and recordings from
continuous monitoring instrumentation shall be retained for a minimum of
three (3) years. This period of retention shall be extended during the
course of any unresolved litigation or if requested by the Division of
Environmental Management or the Regional Administrator of the
Environmental Protection Agency.
M 7

PART II GENERAL CONDITIONS
A. MANAGEMENT REQUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and
conditions of this permit. The discharge of any pollutant identified in
this permit more frequently than or at a level in excess of that
authorized shall constitute a violation of the permit. Any anticipated
facility expansions, production increases, or process modifications
which will result in new, different, or increased discharges of
pollutants must be reported by submission of a new NPDES application or,
if such changes will not violate the effluent limitations specified in
this permit, by notice to the DEM of such changes. Following such
notice, the permit may be modified to specify and limit any pollutants
not previously limited.
2. Noncompliance Notification
The permittee shall report by telephone to either the central office or
appropriate regional office of the division as soon as possible but in
no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which
results in the discharge of significant amounts of wastes which are
abnormal in quantity or characteristic, such as the dumping of the
contents of a sludge digester, the known passage of a slug of
hazardous substance through the facility or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that
render the facility incapable of adequate wastewater treatment, such
as mechanical or electrical failures of pumps, aerators,
compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment
facility resulting in a by-pass directly to receiving waters without
treatment of all or any portion of the influent to such station or
facility.
d. Any time that self-monitoring information indicates that the
facility has gone out of compliance with its NPDES permit
limitations.
Persons reporting such occurrences by telephone shall also file a
written report in letter form within 15 days following first knowledge
of the occurrence.
3. Facilities Operation
The permittee shall at all times maintain in good working order and
operate as efficiently as possible all treatment or control facilities
or systems installed or used by the permittee to achieve compliance with
the terms and conditions of this permit.
M 8

4. Adverse Impact
The permittee shall take all reasonable steps to minimize any adverse
impact to navigable waters resulting from noncompliance with any
effluent limitations specified in this permit, including such
accelerated or additional monitoring as necessary to determine the
nature and impact of the noncomplying discharge.
5. Bypassing
Any diversion from or bypass of facilities is prohibited, except (i)
where unavoidable . to prevent loss of life or severe property damage, or
(ii) where excessive storm drainage or runoff would damage any
facilities necessary for compliance with the effluent limitations and
prohibitions of this permit. All permittees who have such sewer bypasses
or overflows of this discharge shall submit, not later than six months
from the date of issuance of this permit, detailed data or engineering
estimates which identify:
a. The location of each sewer system bypass or overflow;
b. The frequency, duration and quantity of flow from
each sewer system bypass or overflow.
This requirement is waived where infiltration/inflow analyses are
scheduled to be performed as part of an Environmental Protection Agency
facilities planning project.
The permittee shall report by telephone to either the central office or
appropriate regional office of the division as soon as possible but in
no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any diversion from or
bypass of facilities.
6. Removed Substances
•
Solids, sludges, filter backwash, or other pollutants removed in the
course of treatment or control of wastewaters shall be disposed of in
accordance with NCGS 143-215.1 and in a manner such as to prevent any
pollutant from such materials from entering waters of the State or
navigable waters of the United States.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards to
prevent the discharge of untreated or inadequately treated wastes during
electrical power failures either by means of alternate power sources,
standby generators or retention of inadequately treated effluent.
8. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any
onshore or offshore physical structures or facilities or the undertaking
of any work in any navigable waters.
M 9

B. RESPONSIBILITIES
1. Right of Entry
The permittee shall allow the Director of the Division of Environmental
Management, the Regional Administrator, and/or their authorized
representatives, upon the presentations of credentials:
a. To enter upon the permitteets premises where an effluent source
is located or in which any records are required to be kept under the
terms and conditions of this permit; and
b. At reasonable times to have access to and copy any records
required to be kept under the terms and conditions of this permit;
to inspect any monitoring equipment or monitoring method required in
this permit; and to sample any discharge of pollutants.
2. Transfer of Ownership or Control
This permit is not transferable. In the event of any change in name,
control or ownership of facilities from which the authorized discharge
emanates or is contemplated, the permittee shall notify the prospective
owner or controller by letter of the existence of this permit and of the
need to obtain a permit in the name of the prospective owner. A copy of
the letter shall be forwarded to the Division of Environmental
Management.
3. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)
(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared
in accordance with the terms shall be available for public inspection at
the offices of the Division of Environmental Management. As required by
the Act, effluent data shall not be considered confidential. Knowingly
making any false statement on any such report may result in the
imposition of criminal penalties as provided for in NCGS 143-215.1(b)
(2) or in Section 309 of the Federal Act.
4. Permit Modification
After notice and opportunity for a hearing pursuant to NCGS 143-215.1(b)
(2) and NCGS 143-215.1(e) respectively, this permit may be modified,
suspended, or revoked in whole or in part during its term for cause
including, but not limited to, the following:
a. Violation of any terms or conditions of this permit;
b. Obtaining this permit by misrepresentation or failure to disclose
fully all relevant facts; or
c. ,A change in any condition that requires either a temporary or
permanent reduction or elimination of the authorized discharge.
M 10

5. Toxic Pollutants
Notwithstanding Part II, B-4 above, if a toxic effluent standard or
prohibition (including any schedule of compliance specified in such
effluent standard or prohibition) is established under Section 307(a) of
the Act for a toxic pollutant which is present in the discharge, if such
standard or prohibition is more stringent than any limitation for such
pollutant in this permit, this permit shall be revised or modified in
accordance with the toxic effluent standard prohibition and the
permittee so notified.
6. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, A-5)
and "Power Failures" (Part II, A-7), nothing in this permit shall be
construed to relieve the permittee from any responsibilities,
liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,
143-215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore,
the permittee is responsible for consequential damages, such as fish
kills, even though the responsibility for effective compliance may be
temporarily suspended.
7. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of
any legal action or relieve the permittee from any responsibilities,
liabilities, or penalties to which the permittee is or may be subject to
under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USC
1321. Furthermore, the permittee is responsible for consequential
damages, such as fish kills, even though the responsibility for
effective compliance may be temporarily suspended.
8. Property Rights
The issuance of this permit does not convey any property rights in
either real or personal property, or any exclusive privileges, nor does
it authorize any injury to private property or any invasion of personal
rights, nor any infringement of Federal, State or local laws or
regulations.
9. Severability
The provisions of this permit are severable, and if any provision of
this permit to any circumstance is held invalid, the application of such
provision to other circumstances, and the remainder of this permit shall
not be affected thereby.
10. Expiration of Permit
Permittee is not authorized to discharge after the expiration date. In
order to receive authorization to discharge beyond the expiration date,
the permittee shall submit such information, forms, and fees as are
required by the agency authorized to issue permits no later than 180
days prior to the expiration date. Any discharge without a permit after
the expiration will subject the permittee to enforcement procedures as
provided in NCGS 143-215.6, and 33 USC 1251 et seq.
M 11

11. Industrial Pretreatment Standards
Permittee shall require any industrial dischargers into the permitted
system to meet Federal Pretreatment Standards (40 CFR, Part 403)
promulgated in response to Section 307(b) of the Act. The permittee
shall provide semiannual reports to the permitting agency regarding the
pretreatment requirements which have been imposed on each significant
industrial user and the results achieved therefrom. Other information
may be needed regarding new industrial discharges and this will be
requested from the permittee after the permitting agency has received
notice of the new industrial discharge.
A significant industrial user is one which discharges wastewater into a
publicly owned treatment works and which:
(a) has an average daily process wastewater flow of greater than
50,000 gallons per day, or;
(b) contributes more than 5% of any design capacity of the
wastewater treatment plant which receives the discharge, or;
(c) is required to meet a national categorical pretreatment
standard, or;
(d) is determined by the control authority to have a potential to
adversely impact the wastewater treatment plant or receiving stream,
or to limit the POTW sludge disposal options, or;
(e) has been included in the permittee's pretreatment monitoring
program submitted in accordance with section 15 NCAC 2H.0906 of the
North Carolina Administrative Code.
Any change in the definition of a significant industrial user as a
result of promulgations in response to Section 307 of the Act or
revisions to 15 NCAC 2H.0903 shall become a part of this permit.
M 12

. CJ
PART III OTHER REQUIREMENTS
A. Requirements for Effluent Limitations on Pollutants Attributable to
Industrial. Users
1. Effluent limitations are listed in Part I of this permit. Other
pollutants attributable to inputs from major contributing industries using
the municipal system may be present in the permittee's discharge. At such
time as sufficient information becomes available to establish limitations
for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best
practicable technology or water quality standards.
2. . Under no circumstances shall the permittee allow introduction of the
following wastes into the waste treatment system:
a. Wastes which create a fire or explosion hazard in the treatment
works.
b. Wastes which will cause corrosive structural damage to treatment
works, and in no case discharges with pH less than 5 unless the system
is specifically designed to accomodate such discharges.
c. Solid or viscous substances in amounts which cause obstructions to
the flow in sewers or interference with the proper operation of the
treatment works.
d. Wastewaters at a flow rate and/or pollutant concentration which will
cause a loss of treatment efficiency.
e. Heat in amounts which will inhibit biological activity in the
treatment works, resulting in interference but in no case heat in such
quantities that the temperature at the treatment works influent exceeds
40 C (104 P) unless the works are designed to accommodate such heat.
3. With regard to the effluent requirements listed in Part I of this permit,
it may be necessary for the permittee to supplement the requirements of the
Federal Pretreatment Standards (40 CPR, Part 403) to ensure compliance by
the permittee with all applicable effluent limitations. Such actions by the
permittee may be necessary regarding some or all of the major contributing
industries discharging to the municipal system.
4. This Permit shall be modified, or alternatively, revoked and reissued, to
incorporate or modify an approved POTW Pretreatment Program or to include a
compliance schedule for the development of a POTW Pretreatment Program as
required under Section 402(b) (8) of the Clean Water Act and implementing
regulations or by the requirements of the approved State pretreatment
program, as appropriate.
M 13

B. Previous Permits
All previous State water quality permits issued to this facility, whether
for construction or operation or discharge, are hereby revoked by issuance
of this permit. The conditions, requirements, terms, and provisions of this
permit authorizing discharge under the National Pollutant Discharge
Elimination System govern discharges from this facility.
C. Construction
No construction of wastewater treatment facilities or additions thereto
shall be begun until Final Plans and Specifications have been submitted to
the Division of Environmental Management and written approval and
Authorization to Construct has been issued.
D. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the permittee
shall employ a certified wastewater treatment plant operator• in responsible
charge of the wastewater treatment facilities. Such operator must hold a
certification of the grades equivalent to or greater than the classification
assigned to the wastewater treatment facilities.
E. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division
of ' Environmental Management, conduct groundwater monitoring as may be
required to determine the compliance of this NPDES permitted facility with
. the current groundwater standards.
F. Limitations Reopener
This permit shall be modified or alternatively, revoked and reissued, to
comply with any applicable effluent guideline or water quality standard
issued or approved under Sections 302(b) (2) (c) , and (d) , 304(b) (2) , and
307(a) (2) of the Clean Water Act, if the effluent guideline or water quality
standard so issued or approved:
1) contains different conditions or is otherwise more stringent than
any effluent limitation in the permit; or
2) controls any pollutant not limited in the permit.
G. Toxicity Reopener
This permit shall be modified, or revoked and reissued to incorporate
• toxicity limitations and/or monitoring requirements in the event toxicity
testing or other studies conducted on the effluent or receiving stream
indicate that detrimental effects may be expected in the receiving stream as
a result of this discharge.
M 14

H. Pretreatment Program Implementation
Under authority of sections 307(b) and (c) and 402 (b) (8) of the Clean Water Act
and implementing regulations 40 CFR Part 403; North Carolina General Statute
143-215.3 (14) and implementing regulations 15 NCAC 2H .0900, and in accordance
with the approved pretreatment program all provisions and regulations contained
and referenced in the Pretreatment Program Submittal are an enforceable part of
this NPDES permit.
The permittee shall operate its approved pretreatment program in accordance with
section 402(b) (8) of the Clean Water Act, the Federal Pretreatment Regulations
40 CFR Part 403, the State Pretreatment Regulations 15 NCAC 2H .0900, and the
legal authorities, policies, procedures, and financial provisions contained in
its pretreatment program submission. Such operation shall include but is not
limited to the implementation of the following conditions and requirements:
1) The permittee shall develop, in accordance with 40 CFR 403.5(c) ,
specific limits to implement the prohibitions listed in 40 CFR 403.5(a) and
(b) .
2) The permittee shall issue permits for construction, operation and
discharge to all significant industrial users in accordance with NCGS
143-215.1. These permits shall contain limitations, sampling protecals,
reporting requirements, appropriate standard conditions, and compliance
schedules as necessary for the installation of control technologies to meet
applicable pretreatment standards and requirements. Prior to the issuance of
a permit to construct or as a condition of the permit an evaluation of the
treatment process proposed must be made as to its capacity to meet the
permit limitations.
3) The permittee shall carry out inspection, surveillance, and monitoring
requirements as described in its approved pretreatment program in order to
determine, independent of information supplied by industrial users,
compliance with applicable pretreatment standards. All significant
industrial users must be sampled at least twice per year for limited
parameters.
•
4) The permittee shall enforce and obtain appropriate remedies for
significant violation of categorical pretreatment standards promulgated
pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405
et.seq.), prohibitive discharge standards as set forth in 40 CFR 403.5, and
specific local limitations.
5) The permittee shall require all industrial users to comply with the
applicable monitoring and reporting requirements outlined in the approved
pretreatment program, the industries pretreatment permit and/or in 15 NCAC
2H .0908.
M 15

� f
•
6) The permittee shall submit twice per year a pretreatment report
describing its pretreatment activities over the previous six months. A
report shall be submitted to the Division by August 1 of each year
describing pretreatment activities for January 1 through June 30 of that
year, and a like report shall be submitted- by February 1 of each year for
activities conducted from July 1 through December 31 of the previous year.
These reports shall contain the following information:
a) a narrative summary of actions taken by the permittee to ensure
compliance with pretreatment requirements and standards
b) a list of any substantive changes made in the approved program
c) a compliance status summary of all significant industrial users
d) a list of those significant industrial users in significant
violation of pretreatment requirements and standards, the nature of
the violations, and actions taken or proposed to correct the
violations
e) sampling and analytical results recorded on forms approved by
the Division
f) upon request, other information pertinent to the implementation
of the permittee's pretreatment program.
7) The permittee shall retain for a minimum of three years records of
monitoring activities and results, along with support information including
general records, water quality records, and records of industrial impact on
the POTW.
8) The permittee shall publish annually, pursuant to 40 CFR 403.8
(f) (2)(vii) , a list of significant industrial users that have significantly
violated pretreatment requirements and standards during the previous twelve
month period.
9) The permittee shall maintain adequate funding levels to accomplish the
objectives of its approved pretreatment program.
10) The permittee shall maintain adequate legal authority to implement its
approved pretreatment program.
11) The permittee shall update its industrial user survey at least once
every three years .
12) Modifications to the approved pretreatment program including but not
limited to local limits modifications and monitoring program changes shall
be considered permit modification and shall be governed by 15 NCAC 2H .0114.
M 16

Part III Continued
Permit No . NC0036196
I . Reopener Condition
This permit shall be modified , or revoked and reissued to
incorporate new effluent limitations in the permit , if the results
of water quality studies or an instream study, reveal the new
'effluent limitations are needed to protect the water quality
standards in the receiving stream.

I.
_ NPDES WASTE LOAu ALLOCATION Facility .. lei
_..
Name: C.R K., W P — C.1 '[� �� N E�JTaN3113184,Date
fisting p.p.. Permit nb. . NGaG3Co19le Pipe No.: 0© ‘� county: , CATA+ $ A!1
ej resign Capacity (MGD) : 6. Q Industrial (% of Flow) : 9 ;Domestic ( % of Flow) : .4-4 (
N Receiving Stream: CLAR,K C ft _ Class: c— Sub-Basin: t ,,—c '— 3 ..
il
Reference USGS ( lad: , g , �! - p414.1 (Please attach) Reguestor: $AM %?t t€ S 1Regional Office Mkt^
Ntv.)ToM
i (Guideline limitations, if applicable, are to be listed on the back of this form. )
9 °
Design Drainage Area (mi ) : 9..1, ,3 Avg. Streamfl©w (cfs) : 35— ,,
7Q10 (cfs) . 6.0 Winter 7Q10 (cfs) G p 30Q2 (cfs) .
Location of D.O. minimum (miles below autfall) : Slope (fpm) ,
Velocity (fps) : C', `b K1 (base N, per day) : ' C. 5 3 K2 (base e. Der day) : , 2
µ
g5‘..)v....A.A.-% , , , _.„, ,
t 4' Effluent Monthly Ef f luer 'tenth
�aracteristics Average Comments Chara teristics 1.verage ,, Comments.
QS (.- ' lP
i 'fib .,.
e
fi
�.�y ( IAA �[� � a a a 4
. ,w Spy•
,.
,tri
Cri , 'can 0 CbMmen is: - '^- .6,,.,. .e-,—
tion a ,,...„,....„...:co s,d*,C c....' ,....A.:,.....„, Ai., ....._ t1,,a...._. s
on 0 c-r . a ra. ... ar. c..., , C,o--., "-",— .06 °----,11 SL-6
Prepared By: *),,,,i (.6 0 p d;1W Reviewed By: f4 Late: / / /

pip11111111r ..
;. Request No. :2989
- WASTELOAD ALLOCATION APPROVAL FORM
RECEIVM
Facility Name : NEWTON m1VlS1ON Of(Nvie•rrNIF 1.,&nA.e :e,di
Type of Waste : MUNICIPAL (56 % INDUSTRIAL)
Status : EXISTING OCT 15
Receiving Stream : CLARK CREEK '•86
Stream Class : C
Subbasin : 030835 &gout woof
is
County : CATAWBA =
Regional Office : MRO Drainage Area (sq mil : 2:5.3
Requestc{r : SAM BRIDGES Summer 7010 (cfs) : 1 .
Date of Request : 3/14/86 Winter 7010 (cfs) : is
Quad : E14NW Average Flow (cfs) : 3.5'
RECOMMENDED EFFLUENT LIMITS
: SUMMER WINTER
Wasteflow (mgd ) : 5 5
5-Day BOD (mg/1 ) : 15 30
Ammonia Nitrogen (mg/1 ) : 6 * lE
D; -cc'lved Oxygen (mg/1 ) : 6 6
T (mg/1 ) : 30 30
Fecal Conform (##/10Oml ) : 1000 1000
pH (SU) : 6-9 6-9
s
:
? COMMENTS
. cifi�� ;�iy,� .: t==,'... = ;a, RECOMMEND CU AND ZN MONIT-
ORING. -, -
*OR ANY EQUIVALENT COMBINATION ACCORDING TO UBOD=2XBOD5+-4.5XNH3N.
LONG TERM BOD TEST PLANNED TO CHECK CBOD/BODS RATIO.
REANALYSIS.
+." t.-- ri w ..
o � .+� ) Cr-fo .tis..+. ` 2c: ..... QV YeV13 t" Of
.
Jim tt's 0.4 t�1 lem a Boo an.dly5 is . 1 � 4 L� .
-Recommended by 11471( C CIV Date 1�
/jel‘
Reviewed by:
Tech . Support Supervisor _ -4 - ) Date _Jo id.31`p
Regional Supervisor e7. rN Date /°'/ 74
Permits °, Engineering: C _ Date _�� L _-

•
•
State of North Carolina
Department of Natural Resources and Community Development
Mooresville Regional Office
James G. Martin, Governor Albert F. Hilton, Regional Manager
S. Thomas Rhodes, Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT
January 27, 1987
Mr. Kelly Almond
Town of Newton
Post Office Box 550
Newton, North Carolina 28658
Subject: NPDES Permit No. NC0036196
Clark Creek WWTP
Catawba County
Dear Mr. Almond:
Our records indicate that NPDES Permit No. NC0036196 was issued on
January 16, 1987 for the discharge of wastewater to the surface waters of the
State from your facility. The purpose of this letter is to advise you of the
importance of the Permit and the liabilities in the event of failure to comply
with the terms and conditions of the Permit. If you have not already done so,
it is suggested that you thoroughly read the Permit. Of particular importance
are Pages M 3.
Pages M 3 set forth the effluent limitations and monitoring requirements
•
for your discharges. Your discharges must not exceed any of the limitations
set forth. The section headed "Monitoring Requirements" describes the mea-
surement frequencies, sample types and sampling locations. Upon commencement
of your discharge (or operation), you must initiate the required monitoring.
The monitoring results must be entered on the DMR forms furnished to you by
this Agency. If you have not received these forms, they should be arriving
shortly. If you fail to receive the form, please contact this Office as
quickly as possible. I have enclosed a sample of the "Effluent" reporting
form (DEM Form MR-1), plus instructions for completing the form. It is
imperative that all applicable parts be completed, otherwise the forms may be
returned to you as incomplete. Failure to properly complete the forms may
also result in an automatic $300.00 fine.
The remaining Parts of the Permit (Parts II and III) set forth defini-
tions, general conditions and special conditions applicable to the operation
of wastewater treatment facilities and/or discharge(s). The conditions
include special reporting requirements in the event of noncompliance, bypass-
es, treatment unit/process failures, etc. Also addressed are requirements for
a certified wastewater treatment plant operator if you are operating
wastewater treatment facilities. Any changes in operation of wastewater
919 North Main Street, P.O. Box 950, Mooresville, N.C. 28115.0950•Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Kelly Almond
January 27, 1987
Page Two
treatment facilities, quantity and type of wastewater being treated or dis-
charged, expansions and/or upgrading of wastewater treatment facilities must
be permitted or approved by this Agency.
Failure to comply with the terms and conditions of an NPDES Permit
subjects the Permittee to enforcement action pursuant to Section 143-215.6 of
the North Carolina General Statutes. A civil penalty of up to $10,000 per day
per violation plus criminal penalties may be assessed for such violations.
As a final note, an NPDES Permit is normally issued for a five-year
period. Permits are not automatically renewed. Renewal requests must be
submitted to this Agency no later than 180 days prior to expiration. Please
make note of the expiration date of your Permit. This date is set forth on
Page M-1 or I-1 of the Permit. Also note that NPDES Permits are not transfer-
able. If you, as the Permittee, cease to need this Permit, through cessation
of the discharge, then you should request that the Permit be rescinded.
As mentioned previously, the purpose of this letter is to advise you of
the importance of your NPDES Permit. Please read the Pe, mit and contact this
Office at 704/663-1699 in Mooresville if you have any questions or need
• clarification. We look forward to providing any assistance.
Sincerely,
fe
D. Rex Gleason
Water Quality Regional Engineer
ii
Enclosure

1f j
Permit No . NC0036196
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
P ER MI T
To Discharge Wastewater Under The
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions 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 Newton
is hereby authorized to discharge wastewater from facilities located
at
Clark Creek Wastewater Treatment Plant
south of Newton off of NCSR 2014
Catawba County
to receiving waters designated as Clark Creek in the Catawba River
Basin
in accordance with effluent limitations , monitoring requirements , and
other conditions set forth in Parts I, II , and III hereof .
This permit shall be effective
This permit and the authorization to discharge shall expire at
midnight on
Signed this day of
R. Paul Wilms , Director
Division of Environmental Management
By Authority of the. Environmental
Management Commission

Permit No . NC0036196
SUPPLEMENT TO PERMIT COVER SHEET
•
City of Newton
is hereby authorized to:
1 . Continue to operate an existing 5 . 0 MOD wastewater
treatment plant consisting of an influent pump station,
aerated grit chamber, reactor clarifiers with lime
addition, aeration basins with mechanical aerators ,
secondary clarifiers , dual media filters , chlorine
contact basins , post aeration, sludge thickeners with
lime stabilization, and sludge dewatering centrifuges
located at the Clark Creek Wastewater Treatment Plant,
south of Newton off of NCSR 2014 in Catawba County (See
Part III of this permit) , and
2. Discharge from said treatment works into Clark Creek
which is classified Class "C" waters in the Catawba
River Basin.

.
z
w ..
A. ( 1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final Winter: November 1 - March 31
During the period beginning on the effective date of the Permitand lasting until expiration,
the permittee is authorized to discharge from outfall(s) serial number(s) ool.
Such discharges shall be limited and monitored by the permittee as specified below: -
Effluent CharecteMittcs Discharge Limitations • Monitoring Requirements
•
Kg day (lbsidayl Other•Units S ecif ) Measurement S le * Stele
Monthly Avg. Leek X Avg. n e c .' requenc,Y Location
•
Flow 5.0 MGD
Continuous Recording I or E
BOD, 5Day, 20°C ** 30.0 mg/1 45.0 mg/I Daily Composite E,I
Total Suspended Residue ** 30.0 mg/1 45.0 mg/1 Daily Composite E,I
NH as N 12.0 mg/1 18.0 mg/I Daily Composite E
Digsolved Oxygen (minimum) 6.0 mg/1 6.0 mg/1 Daily Grab E,U,D
Fecal Coliform (geometric mean) 1000.0/100 ml 2000.0/100 ml Daily Grab E,U,D
Residual Chlorine Daily Grab . E •
Temperature Daily Grab E,U,D
Total Nitrogen (NO2 + NO3 + TKN) f Monthly Composite E
Total Phosphorus
v f{ Monthly Composite E
Copper Monthly Composite E
Zinc Monthly Composite E
*Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
Upstream and downstream samples shall be grab samples.
Stream samples shall be collected three times per week during June, July,
August and September and once per week during the remaining months of the
year.
**The monthly average effluent BODS and Total Suspended Residue concentrations shall not
exceed 15% of the respective influent values (85% removal) . • Fa i
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and o "
0
shallbe monitored daily at the effluent by grab sample. c ~'
.There shall be no discharge of floating solids or visible foam in other than trace amounts. o 0

1
Nil
3 •
W
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final Summer: April 1 - October 31
During the period beginning on the effective date of the Permitand lasting until expiration,
the pennittee is authorized to discharge from outfall(s) serial number(s) on.
Such discharges shall be limited and monitored by the pennittee as specified below: . ;-
Effluent Characteristics Discharge Limitations Monitoring Requirements
Kg/dey (lbs/day) Other•Units (Specify) Measurement Sa le * Sample
Monthly Avg. Weekly Ava. . Month y g., wee y Avg. rrequency T e l.oca_t3on
Flow o 5.0 MGD Continuous Recording I or E
BOD, 5Day, 20 C ** 15.0 mg/1 22.5 mg/1 Daily Composite E ,I
Total Suspended Residue ** 30.0 mg/1 45.0 mg/1 Daily Composite E ,I
NH as N 6.0 mg/I 9.0 mg/1 Daily Composite E
Di§solved Oxygen (minimum) 6.0 mg/1 6.0 mg/1 Daily Grab E,U,D
Fecal Coliform (geometric mean) 1000.0/100 ml 2000.0/100 ml Daily Grab E,U,D
Residual Chlorine Daily Grab . E
Temperature Daily Grab E,U,D
Total Nitrogen (NO2 + NO3 + TKN) Monthly Composite E
Total Phosphorus Monthly Composite E
Copper Monthly Composite E
Zinc Monthly Oomposite E
*Sample locations: E - Effluent, I - Influent, U - Upstream, D - Downstream
Upstream and downstream samples shall be grab samples.
Stream samples shall be collected three times per week during June, July,
August and September and once per week during the remaining months of the
year.
•
**The monthly average effluent BODc and Total Suspended Residue concentrations shall not
exceed 15% of the respective influent values (85% removal) . m Amom
a
•
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and Co _
shallbe monitored daily at the effluent by grab sample. =
• -There shall be no discharge of floating solids or visible foam in other than trace amounts. •o 0
.

Part III Continued
Permit No. NC0036196
I. Reopener Condition
This permit shall be modified, or revoked and reissued to
incorporate new effluent limitations in the permit, if the results
of water quality studies or an instream study, reveal the new
effluent limitations are needed to protect the water .quali-ty- •
standards in the receiving stream.

:[ / „,
State of North Carolina
Department of Natural Resources and Community Development
512 North Salisbury Street • RRaleigh;, North Carolina 27611
James G. Martin, Governor S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL. MANAGEMENT
April 26, 1985
Mr . R. D. Whisenant
City Manager
City of Newton
Post Office Box 550
Newton, North Carolina 28658
Subject: Amendment of NPDES Permit
No. NC 00361.96
Newton-Clark Creek WWTP
Catawba County, North. Carolina
Dear Mr . Whisenant:
There have been recent regulation changes resulting in new minimum
monitoring requirements. We are transmitting herewith a copy of an amended
Page M-3, reflecting the new requirements, which should replace the existing
M-3 page in the Permit. This modification will be effective July 1, 1985 .
All other terms and conditions contained in the original Permit remain
unchanged and in full effect . These modifications are issued pursuant to the
requirements of North Carolina General Statutes 143-215.1 and the Memorandum
of Agreement between North Carolina and the U. S. Environmental Protection
Agency.
If any parts, requirements, or limitations contained in these modifications
are unacceptable to you, you have the right to an adjudicatory hearing before
a hearing officer upon written demand to the Director within 30 days following
receipt of these modifications, identifying the specific issues to be contended.
Unless such demand is made, these modifications shall be final and binding.
If you have any questions concerning these modifications, please contact
Mr. Arthur Mouberry at telephone number (919) 733-5083.
Sincerely yours,
ORIGINAL SIGNED BY
DENNIS R. RAMSEY
FOR
R. Paul Wilms
Director
cc: Mr. Jim Patrick, EPA
Mooresville Regional. Supervisor
PO Rox 27687,Raleigh: Nrwth Carolina 276A 1 768 Telephone [phone]
An Equal Opporoanity/Affirmative Action Employer

w ..
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
During the period beginning on the effective date of Permit and lasting until expiration,
- the permittee is authorized to discharge from outfall (s) serial number(s) 001.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Kg/day (lbs/day) Other-Units (Specify) *** Measurement ** Sample * Sample
Monthly Avg. Weekly Avg,. Monthly Avg. Weekly Avg. Frequency Type Location
Flow ,' 5.0 MGD Daily Continuous I or E
BOD5 340.5(750.6) 510.7(1125.9) 18 mg/I 27 mg/1 Daily Composite I, E
' - TSS ' 567.4(1251.0) 851.2(1876.5) 30 mg/1 45 mg/1 Daily Composite E
NH3 as N 113.5(250.2) 170.2(375.3) 6 mg/1 9 mg/1 Daily Composite E
Fecal Coliform Bacteria (Geometric Mean) 1000/100 ml 2000/100 ml Daily Grab E. U, D
. Dissolved Oxygen (Minimum) . 6 mg/1 Daily Grab E, U, D
Temperature **** Daily Grab E, U, D
Residual Chlorine Daily Grab E
Total Nitrogen (TKN + NO2 + NO3) - Monthly Composite E
Total Phosphorous Monthly Composite E
- , ,
*Sample Locations: I-Influent, E--Effluent, U--Upstream, D--Downstream **All stream samples shall be grab.
***Daily means every day on which a wastewater discharge occurs except Saturdays, Sundays, and legal holidays. Daily stream
sampling frequency may be reduced at each sampling station to one (1)' time per week except during the months of Jilne, July,
August and September, when the frequency must be 'no less than three (3) times per week at each sampling station.
1 .
****The temperature of the effluent shall be such that it will not cause a temperature in the receiving stream of more than
5°F above ambient stream water temperature.
z "o-v-v
nro w co
c) aim3
The phi shall not be less than 6.0 standard units nor greater than 9.0 standard units and ,_,
shall be monitored daily by grab samples at E. '� c
There shall be no discharge of floating solids or visible foam_ inother than trace amounts. °' ' -ti
•
ri

N
. \I
r.t
1
STAFF REPORT AND RECOMMENDATIONS
part I - INSPECTION OFPROPOSED lASTEWATER TREATMENT PLANT SITE
` '' ' 1. Place visited: City of Newton
New Clark Creek Wastewater Treatment Plant
Catawba County
2. Date: March 18, 1976
/ , , i 3. By: B. Keith Overcask 9' v
4. Person contacted: Dwight Wilson, Treatment Plant Operator
5. Directions to site: Take U. S. 321 South out of Newton, turn right
onto S. R. 2014. After crossing the bridge over Clark Creek, turn
' left onto the first paved drive. The existing Newton Wastewater
Treatment Plant is located at the end of this drive; the proposed
wastewater treatment plant will be located beside the existing
' treatment plant.
6. The bearing and distance to the proposed point of effluent discharge
is: Approximately 100 feet southeast of the proposed treatment plant
at Longitude 810 13' 42" and Latitude 35° 37' 42".
7. Size: Approximately 20 acres
8. Topography: Rolling, 5-10% slopes
9. Location of nearest dwelling: The nearest dwelling is approximately
100 yards from the proposed plant site.
10. Receiving Stream: Clark Creek in the Catawba River Basin
_ j
(a) Classification: "C" Effective Date: September 1 , 1974
(b) Drainage Area: 39.1 square miles Elevation: 820'
(c) Minimum 7-Day, 10-Year discharge at site: 7.5 cfs
(d) Usage: Fishing, boating, wading or any other usage except for
bathing or as a source of water supply for drinking, culinary
or food-processing purposes.
Part II - DESCRIPTION OF PROPOSED TREATMENT WORKS
The proposed wastewater treatment facility is a 5.0 MGD two stage
treatment facility consisting of an influent pump station, dual aerated
grit chambers, lime addition with dual reactor clarifiers, dual aeration
basins for nitrification, dual final clarifiers, dual mixed media
filters, chlorination facilities, reaeration facilities, sludge thickeners,
and centrifuges.

r� � y Z C
PPFP
State of North Carolina
Department o' Natural Resources and Community Development
Muoresvtlie Regionaal Orrice
James C. Martin„ Covcrnc.ar `Fhnrnaa Rhodcs, Sct k`ct,;i
DIVISION OF ENVIRONMENTAL MANAGEMENT
April 16, 1985
Mr. P. D. Whisenant
City Manager
City. of Newton
Post. Office Box 550
Newton, North Carolina 28658
Subject: Amendment of NPDES Permit
Newton-Clark Creek WWTP
NPDES Permit No. NC 0036196
Catawba County, North Carolina.
Dear Mr . Whisenant:
There have been recent regulation changes resulting in new minimum
monitoring requirements. A draft copy of an amended Page M-3 of the NPDES
Permit reflecting the new requirements for the wastewater
fsr r sdntet.t
discharge
encle�sc e1. A reuu�ast, ha beer furw � � �d t. � ,-
o,f the Permit to reflect the changes. You will be advised if these amend-
ments axe adopted,
If you should have any questions concerning this matter or require
additional information, please do not hesitate to contact Mr . David Richard-
son or me at telephone number 704) 663-1.699.
Sincerely,
E. Rex Gleason, 1? . E.
Water Quality Regional Engineer:
Enclosure
cc: Mr. Gil Wallace , EPA
Catawba County tieaitia Department
DWR::s e
f'C+-.J( #! .e;C{i .�f11 si,.{ t.N., ).0 4\1.�,:K,;

3
W
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
During the period beginning on the effective date of Permit and lasting until expiration,
the permittee is authorized to discharge from outfall (s) serial number(s) ool.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Kg/day (lbs/day) Other-Units (Specify) *** Measurement ** Sample * Sample
Monthly Avg. Weekly Avg.. Monthly Avg. Weekly Avy. Frequency Type Location
Flow 5.0 MGD, Daily Continuous I or E
BOD5 340.5(750.6) 510.7(1125.9) 18 mg/i 27 mg/1 Daily Composite I, E
TSS 567.4(1251.0) 851.2(1876.5) 30 mg/1 45 mg/1 Daily Composite E
NH3 as N 113.5(250.2) 170.2(375.3) 6 mg/1 9 mg/1 Daily Composite E
Fecal Coliform Bacteria (Geometric Mean) 1000/100 ml 2000/100 ml Daily Grab E, U, D
Dissolved Oxygen (Minimum) 6 mg/1 Daily Grab E, U, D
Temperature **** Daily Grab E, U, D
Residual Chlorine Daily Grab E
Total Nitrogen (TKN + NO2 + NO3) Monthly Composite E
Total Phosphorous Monthly Composite E .
*Sample Locations: I-Influent, E-Effluent, U-Upstream, D-Downstream **All stream samples shall be grab.
***Daily means every day on which a wastewater discharge occurs except Saturdays, Sundays, and legal holidays. Daily stream
sampling frequency may be reduced at each sampling station to one (1) time per week except during the months of June, July,
August and September, when the frequency must be no less than three (3) times per week at each sampling station.
****The temperature of the effluent shall be such that it will not cause a temperature in the receiving stream of more than
5°F above ambient stream water temperature.
s -v^ci-v
C71DQ+ ca+
o c;r
The pH shall not be less than 6•0 standard units nor greater than 9.0 standard units and w �.
shall be monitored daily by grab samples at E.
as • 0
There shall be no discharge of floating solids or visible foam. in other than trace amounts. --,
3

North Carolina Department of Natural
Resources &Community Development
James B. Hunt, Jr, Governor Joseph W. Grirnsley, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT 't µ r t " ‘.T"rRAL September 30, 1981
,P. :< tfrrf,r
„ i. 1 ,1
Mr. R. D. Whisenant, City Manager
City of Newton �f
P.O. Box. 550 t1Y & M
Newton, North Carolina 28658MOORESVILLE f " a
SUBJECT; Permit No. NC0036196
City of Newton
Catawba County
Dear Mr. Whisenant:
In accordance with your application for discharge Permit ,
we are forwarding herewith the subject State - NPDES Permit. This permit
is issued pursuant to the requirements of North Carolina General Statutes
143-215.1 and the. Memorandum of Agreement between North Carolina and the
U. S. Environmental Protection Agency dated October 19, 1975.
If any parts, requirements, or limitations contained in this Permit.
are unacceptable to you, you have the right to an adjudicatory hearing before
a hearing officer upon written demand to the Director within 30 days following
receipt of this Permit, identifying the specific issues to be contended. Unless
such demand is made, this Permit shall be final and binding.
Please take notice that this Permit is not transferable. Part II, B.2.
addresses the requirements to be followed in case of change in ownership or
control of this discharge.
This Permit does not affect the legal requirement to obtain other Permits
which may be required by the Division of Environmental Management. If you have
any questions concerning this Permit, please contact Mr. Bill Mills, telephone
919/733-5181.
Sincerely yours,
obert F. Helms
Director
cc: Mr. George 'Harlow, EPA
Mooresville Regional Office
Mooresville Regional Office Manager
F i.:== E100, 27687 F?Jletgh aN t""_; 't;11.768
,d r� £c,u,P Or'ortur7fr ra=Js rn1u e° Nf orr fnmCic}=2'r

Permit No.. NC
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
•..'To Discharge Wastewater'Under the NATIONAL
• . '' :POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions 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,
i
City of Newton
•
is hereby authorized to discharge wastewater from a facility located at
The Clark Creek Wastewater Treatment Plant
Catawba County
to receiving waters .
Clark Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective SEP 3 0 1981
This permit and the authorization to discharge shall expire at midnight
on
_SEP 3 0 1986
' Signed this day of sEp 3 0 i9$t Original Signed by
L. P. BENTON, JR,
Robert F. Helms, Director
Division of Environmental Management
By Authority of the Environmental
Management Commission
M1 & I1

Page of
Permit No. NC
••
SUPPLEMENT TO PERMIT COVER SHEET
City of Newton
is hereby authorized to:
1 . Continue to operate a 5.0 MGD wastewater treatment facility
consisting of an influent pump station, dual aerated grit chambers,
lime addition with dual reactor clarifiers, dual second stage aeration
basins, dual final clarifiers, chlorination facilities, dual mixed media
filters, reaeration facilities, sludge thickeners, and centrifuges
located at the Clark Creek Wastewater Treatment Plant (Note Part
III of this Permit) , and
2. Discharge from said treatment works into Clark Creek which is
classified Class "C".
•
•
p

g:
A. (I ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
During the period beginning on effective date of Permit and lasting until expiration,
the permittee is authorized to discharge from outfall (s) serial number(s) 001 .
Such discharges shall be limited and monitored by the permittee as specified below:
fluent Characteristics Discharge Limitations Monitoring Requirements
1(q/day (lbsiday) Other Units (Specify) *** Measurement ** Sample *Sample
Monthl Av . Weekly Avg. Monthiy, Avg. Weekly AV-g. Frequency Type Location
Flow 5.0 MOD Daily Continuous I or E
BOD5 340. 5(750.6) 510.7(1125.9) 18 mg/1 27 mg/1 Daily Composite I ,E,U,D
TSS 567.4(1251 .0) ' B51 .2( 1876. 5) 30 mg/1 45 mg/1 Weekly Composite I,E
NH3 as N 113.5(250.2) 170.2(3/5.3) 6 mg/1 9 mg/1 Weekly Composite I,E
Fecal Coliform Bacteria (Geometric Mean) 1000/100 ml 2000/100 ml Daily Grab E,U,D
Dissolved Oxygen (Minimum) 6 mg/i Daily Grab E,U,D
,
Temperature **** Daily Grab E,U,D
Settleable Matter Daily Grab E
Residual Chlorine Daily Grab E
COD Weekly Composite E,U,D
Total Residue ,Weekly Composite I ,E
*Sample Locations: I-Influent, E-Effluent, U-Upstream, 0-Downstream **All stream samples shall be grab.
***Daily means every day on which a wastewater discharge occurs except Saturdays, Sundays, and legal holidays. Daily stream
sampling frequency may be reduced at each sampling station to one (1 ) time per week except during the months of June, July,
August and September, when the frequency must be no less than three (3) times per week at each sampling station.
****The' temperature of the effluent shall be such that it will not cause a temperature in the, receiving stream of more than 5°F
above ambient stream water temperature.
cl 0 0, A
g un ;i1
.;.m
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and
shall be monitored daily by grab samples at I , E, U, D.
==
There shall be no discharge of floating solids or visible foam in other than trace amounts. . 0
'14

Part I
Permit No. NC
B. SCHEDULE OF COMPLIANCE
1 . The permittee shall achieve compliance with the effluent limitations
specified for discharges in accordance with the following schedule:
QTAPPL!CABLE
•
•
2. No later than 14 calendar days following a date identified in the above
schedule of compliance, the permittee shall submit either a report of
progress or, in the case of specific actions being required by identified
dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial
actions taken, and the probability of meeting the next scheduled requirement.
•
•
•
•
M4 & I4

Part I
Permit No. NC
"Act" used herein means the Federal Water Pollution Control Act, As Amended.
"DEM" used herein means the Division of Environmental Management of the
Department of Natural Resources and Community Development.
"EMC" used herein means the North Carolina Environmental Management Commission.
C. MONITORING AND REPORTING
1 . Representative Sampling
. Samples and measurements taken as required herein shall be representative
of the volume and nature of the monitored discharge.
2. Reporting
Monitoring results obtained during the previous month(s) shall be
summarized for each month and reported on a Monthly Monitoring Report
Form (DEM No. MR 1 .0, 1.1 , and 1 .4) , postmarked no later than the
45th day following the completed reporting period.
The first report is due on DEC 1 5 19B1 . Duplicate signed copies of
these, and all other reports required herein, shall be submitted to
the following address:
Division of Environmental Management
Water Quality Section
Post Office Box 27687
Raleigh, North Carolina 27611
3. Definitions
a. The monthly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected in a one-
month period. The monthly average for fecal coliform bacteria is
the geometric mean of samples collected in a one-month period.
b. The weekly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected during a
one-week period. The weekly average for fecal coliform bacteria
is the geometric mean of samples collected in a one-week period.
c. Flow, M3/day (MGD) : The flow limit expressed in this permit is the
24 hour average flow, averaged monthly. It is determined as the
arithmetic mean of the total daily flows recorded during the calendar
month.
d. Arithmetic Mean: The arithmetic mean of any set of values is the
summation of the individual values divided by the number of individual
values.
M5

Part I
Page of
Permit No. NC
e. Geometric Mean: The geometric mean of any set of values is the
Nth root of the product of the individual values where N is equal
to the number of individual values. The geometric mean is equiva-
lent to the antilog of the arithmetic mean of the logarithms of
the individual values. For purposes of calculating the geometric
mean, values of zero (0) shall be considered to be one (1).
f. Composite Sample: A "composite sample" is any of the following:
(1 ) Not less than four influent or effluent portions collected
at regular intervals over a period of 24 hours and composited
in proportion to flow.
(2) Not less than four equal volume influent or effluent portions
collected over a period of 24 hours at intervals proportional
to the flow.
(3) An influent or effluent portion collected continuously over
a period of 24 hours at a rate proportional to the flow.
g. Grab Sample: A "grab sample" is a single influent or effluent
portion which is not a composite sample. The sample(s) shall be
collected at the period(s) most representative of the total discharge.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC
regulations published pursuant to N. C. G. S. 143-215.63 et seq, The
Water and Air Quality Reporting Act, and to regulations published pursuant
to Section 304(g) , 33 USC 1314, of the Federal Water Pollution Control Act,
As Amended, and Regulation 40 CFR 136.
5. Recording Results
For each measurement or sample taken pursuant to the requirements of
this permit, the permittee shall record the following information:
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed; and
c. The person(s) who performed the analyses.
M6

PART I
Permit No. NC
6. Additional Monitoring by Permittee
If the permittee monitors any pollutant at the location(s) designated
herein more frequently than required by this permit, using approved
analytical methods as specified above, the results of such monitoring
shall be included in the calculation and reporting of the values required
in the Monthly Monitoring Report Form (DEM No. MR 1 .0, 1 .1 , and 1.4)
Such increased frequency shall also be indicated. The DEM may require
• more frequent monitoring or the monitoring of other pollutants not
required in this permit by written notification.
7. •Records Retention
All records and information resulting from the monitoring activities
required by this Permit including all records of analyses performed and
calibration and maintenance of instrumentation and recordings from
continuous monitoring instrumentation shall be retained for a minimum of
three (3) years, or .longer if requested by the Division of Environmental
Management or the Regional Administrator of the Environmental Protection
Agency.
•
•
•
•
•
M7 •

PART II
Permit No. NC
A. MANAGEMENT REQUIREMENTS
1 . Change in Discharge
All discharges authorized herein shall be consistent with the terms and
conditions of this permit. The discharge of any pollutant identified
in this permit more frequently than or at a level in excess of that
authorized shall constitute a violation of the permit. Any anticipated
facility expansions, production increases, or process modifications which
will result in new, different, or increased discharges of pollutants must
•
be reported by submission of a new NPDES application or, if such changes
. will not viol& e the effluent limitations specified in this permit, by
notice to the DEM of such changes. Following such notice, the permit
may be modified to specify and limit any pollutants not previously limited.
2. Non compliance Notification
If, for any reason, the permittee does not comply with or will be unable
to comply with any effluent limitation specified in this permit, the per-
mittee shall provide the Division of Environmental Management with the
following information, in writing, within five (5) days of becoming aware
of such condition:
a. A description of the discharge and cause of noncompliance; and
b. The period of noncompliance, including exact dates and times; or,
if not corrected; the anticipated time the noncompliance is expected
to continue, and steps being taken to reduce, eliminate and prevent
recurrence of the noncomplying discharge.
3. Facilities Operation
The permittee shall at all times maintain in good working order and
operate as efficiently as possible all treatment or control facilities
or systems installed or used by the permittee to achieve compliance with
the terms and conditions of this permit.
4. Adverse Impact
The permittee shall take all reasonable steps to minimize any adverse
impact to navigable waters resulting from noncompliance with any effluent
limitations specified in this permit, including such accelerated or
additional monitoring as necessary to determine the nature and impact of
the noncomplying discharge.
5. Bypassing
Any diversion from or bypass of facilities necessary to maintain compliance
with the terms and conditions of this permit is prohibited, except (i ) where

PART II
Permit No. NC
unavoidable to prevent loss of life or severe property damage, or
(ii ) where excessive storm drainage or runoff would damage any facilities
necessary for complaince with the effluent limitations and prohibitions
of this permit. All permittees who have such sewer bypasses or overflows
of this discharge shall submit, not later than six months from the date
of issue of this permit, detailed data or engineering estimates which
identify:
a. The location of each sewer system bypass or overflow;
b. The frequency, duration and quantity of flow from each sewer
' system bypass or overflow.
This requirement is waived where infiltration/inflow analyses are
scheduled to be performed as part of an Environmental Protection Agency
facilities planning project.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the
course of treatment or control of wastewaters shall be disposed of in
a manner such as to prevent any pollutant from such materials from
entering waters of the State or navigable waters of the United States. -
•
7. Power Failures
The permittee is responsible for maintaining adequate safeguards to
prevent the discharge of untreated of inadequately treated wastes
during electrical power failures either by means of alternate power
sources, standby generators or retention of inadequately treated efflu-
ent. Should the treatment works not include the above capabilities at
time of permit issuance, the permittee must furnish within six months
to the permitting authority, for approval , an implementation schedule
for their installing, or documentation demonstrating that such measures
are not necessary to prevent discharge of untreated or inadequately
treated wastes. Such documentation shall include frequency and duration
of power failures and an estimate of retention capacity of untreated
effluent.
8. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore
or offshore physical structures or facilities or the undertaking of any
work in any navigable waters.
M9

• PART II
Permit No. NC
B. RESPONSIBILITIES
1 . Right of Entry
The permittee shall allow the Director of the Division of Environmental
Management, the Regional Administrator, and/or their authorized represen-
tatives, upon the presentations of credentials:
a. The enter upon the permittee's premises where an effluent source
located or in which any records are required to be kept under the
terms and conditions of this permit; and
b. At reasonable times to have access to and copy any records required
to be kept under the terms and conditions of this permit; to inspect
any monitoring equipment or monitoring method required in this permit;
and to sample any discharge of pollutants.
2. Transfer of Ownership or Control
This permit is not transferable. In the event of any change in control
or ownership of facilities from which the authorized discharge emanates
or is contemplated, the permittee shall notify the prospective owner or
controller by letter of the existence of this permit and of the need to
obtain a permit. in the name of the prospective owner. A copy of the
letter shall be ,forwarded to the Division of Environmental Management.
3. Availability of Reports
Except for data determined to be confidential under N. C. G. S. 143-215.
3(a) (2) or Section 308 of the Federal Act, 33 uSC 1318, all reports prepared
in accordance with the terms shall be available for public inspection at the
offices of the Division of Environmental Management. As required by the Act,
effluent data shall not be considered confidential . Knowingly making any
false statement on any such report may result in the imposition of criminal
penalties as provided for in N. C. G. S. 143-215.6(b)(2) aor in Section
309 of the Federal Act.
4. Permit Modification
After notice and opportunity for a hearing pursuant to N. C. G. S. 143-
215.1 (b)(2) and G. S. 143-215.1 (e) respectively, this permit may be
modified, suspended, or revoked in whole or in part during its term for
cause including, but not limited to, the following:
a. Violation of any .terms or conditions of this permit;
b. Obtaining this permit by misrepresentation or failure to disclose
fully all relevant facts; or
c. A change in any condition that requires either a temporary or
permanent reduction or elimination of the authorized discharge.
M 10 & 19

PART II
•
Permit No. NC
5. Toxic Pollutants
Notwithstanding Part II, B-4 above, if a toxic effluent standard or
prohibition (including any schedule of compliance specified in such
effluent standard or prohibition) Is established under Section 307(a)
of the Act for a toxic pollutant which is present in the discharge and
such standard or prohibition is more stringent than any limitation for
such pollutant in this permit, this permit shall be revised or modified
in accordance with the toxic effluent standard or prohibition and the
permittee so notified.
6. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II , A-5)
and "Power Failures" (Part II , A-7) , nothing in this permit shall be
construed to relieve the permittee from civil or criminal penalties for
noncompliance pursuant to N. C. G. S. 143-215.6 or Section 309 of the
Federal Act, 33 USC 1319.
7. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution
of any legal action or relieve the permittee from any .responsibilities,
liabilities, or penalties to which the permittee is or may be subject
under N. C. G. S. 143-215.75 et seq. or Section 311 of the Federal Act,
33 USC 1321 .
8. Property Rights
The issuance of this permit does not convey any property rights in either
real or personal property, or any exclusive privileges , nor does it
authorize any injury to private property or any invasion of personal
rights, nor any infringement of Federal,State or local laws or regulations.
9. Severability
The provisions of this permit are severable, and if any provision of this
permit, or the application of any provision of this permit to any circum-
stance, is held invalid, the application of such provision to other cir-
cumstances , and the remainder of this permit shall not be affected thereby.
M 11 & I 10

PART II
Page of
Permit No. NC
10. Expiration 'of Permit
Permittee is not authorized to discharge after the expiration date.
In order to receive authorization to discharge beyond the expiration
date, the permittee shall submit such information, forms, and fees as
are required by the agency authorized to issue permits no later than
•180 days prior to the expiration date. Any discharge without a permit
after the expiration will subject the permittee to enforcement proce-
dures as provided in N. C. G. S. 143-215.6, and 33 USC 1251 et seq.
11 . Industrial Pretreatment Standards
Permittee shall require any industrial dischargers into the permitted
system to meet Federal Pretreatment Standards (40 CFR, Part 403 )
promulgated in response to Section 307(b) of the Act. The permittee
shall provide semi-annual reports to the permitting agency regarding the
pre-treatment requirements which have been imposed on each major contri-
buting industry and the results achieved therefrom. Other information
may be needed regarding new industrial discharges and this will be
requested from the permittee after the permitting agency has received
notice of the new industrial discharge.
A major contributing industry is one that: (1 ) has a flow of 50,000
gallons or more per average work day; (b) has a flow greater than five
percent of the flow carried by the municipal system receiving the waste;
(c) has in its waste a toxic pollutant in toxic amounts as defined in
standards issued under Section 307(a) of the Act; (d) has significant
impact either singly or in combination with other contributing industries,
on the treatment works or the quality of its effluent.
Any change in the definition of a major contributing industry as a
result of promulgations in response to Section 307 of the Act shall
become a part of this Permit.
•
M 12

PART ITI I
Page of
Permit No. NC
PART III OTHER REQUIREMENTS
A. Requirements for Effluent Limitations on Pollutants Attributable to
Industrial Users
1. Effluent limitations from this discharger are listed in Part I of this permit.
It is apparent that other pollutants attributable to inputs from major
contributing industries using the municipal system may also be present in the
permittee's discharge. At such time as sufficient information becomes
available to establish limitations for such pollutants, this permit may be
revised to specify effluent limitations for any or all of such other pollutants
in accordance with best practicable technology or water quality standards.
2. Under no circumstances shall the permittee allow introduction of the following
wastes into the waste treatment system:
a. Wastes which create a fire or explosion hazard in the treatment works.
b. Wastes which will cause corrosive structural daMage to treatment works.
c. Solid or viscous substances in amounts which cause obstructions to the
flow in sewers or interference with the proper operation of the treatment
works.
d. Wastewaters at a flow rate and/or pollutant discharge rate which is
excessive over relatively short time periods soas to cause a loss of
treatment efficiency.
e. Heat in amounts which will inhibit biological activity in the treatment
works resulting in interference but in no case heat in such quaotitieso
that the temperature at the treatment works influent exceeds 40 C (104 F)
unless the works are designed to accomodate such heat. (After August 25, 1981)
3. With regard to the effluent requirements listed in Part I of this permit,
it may be necessary for the permittee to supplement the requirements of the
Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by
the permittee with all applicable effluent limitations. Such actions by
the permittee may be necessary regarding some or all of the major contri-
buting industries discharging to the municipal system.
The permittee shall require each major contributing industry subject to
• pre-treatment standards or any other applicable requirements promulgated
pursuant to Section 307 of the Act to submit to the permittee periodic
notice (at intervals not to exceed 9 months) regarding specific actions taken
to achieve full compliance with the requirements of Section 307. Starting
on the permittee shall submit semi-annually to the permit
issuing authority a report summarizing the progress of all known major
contributing industries subject to the requirements of Section 307 towards
full compliance with such requirements. Such report shall include at
least the following information:
M 13

PART III
Page of
Permit No. NC
a. A narrative summary of actions taken by the permittee to ensure
that all major contributing industries comply with the requirements
of Section 307.
b. The number of major contributing industries using the treatment
works, divided into SIC group categories.
c. The number of major contributing industries in full compliance
with the requirements of Section 307, or not subject to these
requirements (e.g. , discharge..only compatible pollutants).
d. A list identifying by name those major contributing industries
presently in violation of the requirements of Section 307.
4. Immediately upon issuance of this permit, the permittee shall establish
and implement a procedure to obtain from all major contributing Indus-
• tries specific information on the quality and quantity of effluents intro-
duced by such industrial users. The following information shall be
reported to the permitting agency on a quarterly basis beginning
; quarterly reports reflecting no change from the previous quarter
may simply relate this fact, without submitting repetitive data.
a. Section IV, Standard Form A shall be completed and submitted for
each major contributing industry.
b. Information on the municipal facility as a whole is to be reported
on the monthly Monitoring Report Form (DEM - No. MR 1 .0, 1 .1 , 1 .2, and
1 .3).
Once the specific nature of industrial contributions has been identified,
data collection and reporting requirements may be levied for other
parameters in addition to those included on Form (DEM No. 1 .0, 1 .1 ,
1 .2, and 1 .3) .
5. Based on the information regarding industrial inputs reported by the
permittee pursuant to the preceding paragraph, the permittee will be
notified by the permitting authority of the availability of industrial
effluent guidelines on which to calculate allowable inputs of incompatible
pollutants based on BPI for each industry group. Copies of guidelines
will be provided as appropriate. Not later than 120 days following
receipt of this information, the permittee shall submit to the permitting
authority calculations reflecting allowable inputs from each major con-
tributing industry. The permittee shall also require all such major
contributing industries to ,implement necessary pre-treatment requirements
(as provided for in 40 CFR, Part 403 ), providing the permitting authority
with notifications of specific actions taken in this regard. At that time,
the permit may be amended to reflect the municipal facility's effluent
requirements for incompatible pollutants.
M 14

• . . _ } PART III
.
• Permit NO. NC
B. Previous Permits
All previous State water quality permits issued to this facility,
whether for construction or operation or discharge, are hereby revoked
by issuance of this permit. The conditions, requirements, terms, and
provisions of this permit authorizing discharge under the National
Pollutant Discharge Elimination System governs discharges from this
- facility.
- C. Construction
No construction of wastewater treatment facilities or additions thereto
shall be begun until Final Plans and Specifications have been submitted
to the Division of Environmental Management and written approval and
Authorization to Construct has been issued. If no objections to Final
Plans and Specifications has been made by the DEM after 30 days following
receipt of the plans or issuance of this permit, whichever is latter, the
plans may be considered approved and construction authorized.
D. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the permittee
shall employ a certified wastewater treatment plant operator in responsible
charge of the wastewater treatment facilities. Such operator must hold a
certification of the grade equivalent to the classification assigned to
the wastewater treatment facilities.
•
M 15 & .I 12

1 .i
STATE OF NORTH CAROL NA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
To Discharge ',Wastewater Under The NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute
143-215. 1 , other lawful standards and regulations promulgated and adopted
by the North Carolina Environmental mananement Commission , and the Federal
Water Pollution Control Act, as amended ,
City of Newton
is hereby authorized to discharge wastewater from a facility located at
The Clark Creek Wastewater Treatment Plant
Catawba County
to receiving waters
Clark Creek in the Catawba River Basin
in accordance with effluent limitations , monitoring requirements , and other
conditions set forth in Parts I , II , and III hereof.
This permit shall become effective :., J 1 1977
This permit and the authorization to discharge shall expire at midnight
on DEC J. 1981
Signed this day of 1977
Original Signed by
W. E. KNIGHT
W. E. Knight, Director
Division of Environmental Management
By Autbor_.t"r" of the Envirormvntal
C°;anageme:nt Commission
M 1 & I 1

, Page of
Permit No. NC 0 0 2 619 s'
SUPPLEMENT TO PERMIT COVER SHEET
City of Newton
is hereby authorized to:
1 . Make an outlet into Clark Creek,
2. Construct and operate a 5.0 MGD wastewater treatment facility consisting
of an influent pump station, dual aerated grit chambers, lime addition
with dual reactor clarifiers, dual second stage aeration basins,
dual final clarifiers, chlorination facilities, dual media filters,
reaeration facilities, sludge thickeners, and centrifuges located
at the Clark Creek Wastewater Treatment Plant (Note Part III,
Condition No. B of this Permit) , and
3. Discharge from said treatment works into Clark Creek which is
classified Class "C".

cs
A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
During the period beginning March 10, 1979 and lasting until expiration,
the permittee is authorized to discharge from outfall (s) 001 .
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Kg/day (lbs/day) Other Units (Specify) *** Measurement **Sample * Sample
Monthly Avg. Weekly Avq. Monthly Avg. Weekly Avg. frequency Type Location
Flow • 5.0 MGD Daily Continuous I or E
BOD5 340.5(750.6) 510.7(1125.9) 18 mg/1 27 mg/1 Daily Composite I , E, U, C
TSS 567.4(1251 .0) 851 .2(1876.5) 30 mg/1 45 mg/1 Weekly Composite I , E
NH 3 as N 113.5(250.2) 170.2(375.3.) 6 mg/1 9 mg/1 Weekly Composite I, E
Fecal Coliform Bacteria (Geometric Mean) 1000/100 ml 2000/100 ml Daily Grab E, U, D
Dissolved Oxygen (Minimum) 6 mg/1 Daily Grab E, U, D
Temperature Daily Grab E, U, D
Settleable Matter Daily Grab E
Residual Chlorine Daily Grab E
COD Weekly Composite E, U, D
Total Residue Weekly Composite I , E
*Sample Locations : I-Influent, E-Effluent, U-Upstream, and D-Downstream **All stream samples shall be grab
***Daily means every day on which a wastewater discharge occurs except Saturdays, Sundays, and legal holidays. Daily stream
sampling frequency may be reduced at each sampling station to one (1 ) time per week except during the months of June, July,
August, and September, when the frequency must be no less than three (3) times per week at each sampling station.
The temperature of the effluent shall be such that it will not cause a temperature in the receiving stream of more than 5°F
above ambient stream water temperature. - = "CI .V .
nrnw !
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and 0 0+
shall be monitored daily by grab samples at I, E, U, D.
co
There shall be no discharge of floating solids or visible foam in other than trace amounts. cx, ' °,

Part I
• Page of
• Permit No. SIC v 6 -t 9 6
B. SCHEDULE OF COMPLIANCE
1 . The permittee shall achieve compliance with the effluent limitations
specified for discharges in accordance with the following schedule:
a. Begin construction on or before March 10, 1977.
b. Submit a progress report on or before December 31 , 1977.
c. Submit a progress report on or before September 30, 1978.
d. Complete construction on or before January 10, 1979.
e. Attain operational level on or before March 10, 1979.
2. No later than 14 calendar days following a date identified in the above
schedule of compliance, the permittee shall submit either a report of
progress or, in the case of specific actions being required by identified
dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial
actions taken, and the probability of meeting the next scheduled requirement.
•
•
M 4 & I 4

Part I
Page Of
Permit No. NC
"Act" used herein means the Federal Water Pollution Control Act, As Amended.
"DEM" used herein means the Division of Environmental Management of the
Department of Natural and Econo' ic Resources.
"EMC" used herein means the North Carolina Environmental Management Connission..
C. MONITORING AND REPORTING
1 . Representative Sampling
Samples and measurements taken as required herein shall be representative
of the volume and nature of the monitored discharge.
2. Reporting
Monitoring results obtained during the previous month(s) shall be
summarized for each month and reported on a Monthly Monitoring Report
Form (DEM No. MR 1 .0, 1 .1 , 1 .2, and 1 .3), postmarked no later than the
45th day following the completed reporting period.
The first report is due on Ni 1 5 1979 . Duplicate signed copies of
these, and all other reports required herein, shall be submitted to
the following address:
Division of Environmental Management
Water Quality Section
Post Office Box 27687
Raleigh, North Carolina 27611
3. Definitions
a. The monthly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected in a one-
month period. The monthly average for fecal coliform bacteria is
the geometric mean of samples collected in a one-month period.
b. The weekly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected during, a
one-week period. The weekly average for fecal coliform bacteria
is the geometric mean of samples collected in a one-week period.
c. Flow, M3/day (MGD): The flow limit expressed in this permit is the
24 hour average flow, averaged monthly. It is determined as the
arithmetic mean of the total daily flows recorded during the calendar
month.
d. Arithmetic Mean: The arithmetic mean of any set of values is the
summation of the individual values divided by the number of individual
values.
M5

Part I
Page of
Permit No. NC
e. Geometric Mean: The geometric mean of any set of values is the
Nth root of the product of the individual values where N is equal
to the number of individual values. The geometric mean is equiva-
lent to the antilog of the arithmetic mean of the logarithms of
the individual values. For purposes of calculating the geometric
mean, values of zero (0) shall be considered to be one (1 ).
f. Composite Sample: A "composite sample" is any of the following:
(1) Not less than four influent or effluent portions collected
at regular intervals over a period of 24 hours and composited
in proportion to flow.
(2) Not less than four equal volume influent or effluent portions
collected over a period of 24 hours at intervals proportional
to the flow.
(3) An influent or effluent portion collected continuously over
a period of 24 hours at a rate proportional to the flow.
g. Grab Sample: A "grab sample" is a single influent or effluent
portion which is not a composite sample. The sample(s) shall be
collected at the period(s) most representative of the total discharge.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC
regulations published pursuant to N. C. G. S. 143-215.63 et seq, The
Water and Air Quality Reporting Act, and to regulations published pursuant
to Section 304(g) , 33 USC 1314, of the Federal Water Pollution Control Act,
As Amended, and Regulation 40 CFR 136.
5. Recording Results
For each measurement or sample taken pursuant to the requirements of
this permit, the permittee shall record the following information:
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed; and
c. The person(s) who performed the analyses.
M6

PART I
Page of
Permit No. NC
6. Additional Monitoring by Permittee
If the permittee monitors any pollutant at the location(s) designated
herein more frequently than required by this permit, using approved
analytical methods as specified above, the results of such monitoring
shall be included in the calculation and reporting of the values required
in the Monthly Monitoring Report Form (DEM No. MR 1 .0, 1 .1 , 1 .2, and 1 .3)
Such increased frequency shall also be indicated. The DEM may require
more frequent monitoring or the monitoring of other pollutants not
required in this permit by written notification.
7. Records Retention
All records and information .resulting from the monitoring activities
required by this Permit including all records of analyses performed and
calibration and maintenance of instrumentation and recordings from
continuous monitoring instrumentation shall be retained for a minimum of
three (3) years, or longer if requested by the Division of Environmental
Management or the Regional Administrator of the Environmental Protection
Agency.
M 7

•
•
PART II
Page of
Permit No. NC
A. MANAGEMENT REQUIREMENTS
1 . Change in Discharge
All discharges authorized herein shall be consistent with the terms and
conditions of this permit. The discharge of any pollutant identified
in this permit more frequently than or at a level in excess of that
authorized shall constitute a violation of the permit. Any anticipated
facility expansions, production increases, or process modifications which
will result in new, different, or increased discharges of pollutants must
be reported by submission of a new NPDES application or, if such changes
will not violate the effluent limitations specified in this permit, by
notice to the DEM of such changes. Following such notice, the permit
may be modified to specify and limit any pollutants not previously limited.
2. Non compliance Notification
If, for any reason, the permittee does not comply with or will be unable
to comply with any effluent limitation specified in this permit, the per-
mittee shall provide the Division of Environmental Management with the
following information, in writing, within five (5) days of becoming aware
of such condition:
a. A description of the discharge and cause of noncompliance; and
b. The period of noncompliance, including exact dates and times; or,
if not corrected; the anticipated time the noncompliance is expected
to continue, and steps being taken to reduce, eliminate and prevent
recurrence of the noncomplying discharge.
3. Facilities Operation
The permittee shall at all times maintain in good working order and
operate as efficiently as possible all treatment or control facilities
or systems installed or used by the permittee to achieve compliance with
the terms and conditions of this permit.
4. Adverse Impact
The permittee shall take all reasonable steps to minimize any adverse
impact to navigable waters resulting from noncompliance with any effluent
limitations specified in this permit, including such accelerated or
additional monitoring as necessary to determine the nature and impact of
the noncomplying discharge.
5. Bypassing
Any diversion from or bypass of facilities necessary to' maintain compliance
with the terms and conditions of this permit is prohibited, except (i) where
M8 & I7

PART II
Page of
Permit No. NC
unavoidable to prevent loss of life or severe property damage, or
(ii ) where excessive storm drainage or runoff would damage any facilities
necessary for complaince with the effluent limitations and prohibitions
of this permit. ' All permittees who have such sewer bypasses or overflows
of this discharge shall submit, not later than six months from the date
of issue of this permit, detailed data or engineering estimates which
identify:
a. The location of each sewer system bypass or overflow;
b. The frequency, duration and quantity of flow from each sewer
system bypass or overflow.
' This requirement is waived where infiltration/inflow analyses are
scheduled to be performed as part of an Environmental Protection Agency
facilities planning project.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the
course of treatment or control of wastewaters shall be disposed of in
a manner such as to prevent any pollutant from such materials from
entering waters of the State or navigable waters of the United States.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards to
prevent the discharge of untreated of inadequately treated wastes
during electrical power failures either by means of alternate power
sources, standby generators or retention of inadequately treated efflu-
ent. Should the treatment works not include the above capabilities at
time of permit issuance, the permittee must furnish within six months
to the permitting authority, for approval , an implementation schedule
for their installing, or documentation demonstrating that such measures
are not necessary to prevent discharge of untreated or inadequately
treated wastes. Such documentation shall include frequency and duration
of power failures and an estimate of retention capacity of untreated
effluent.
8. Onshore or Offshore Construction
This permit does not authorize or approve the construction- of any onshore
or offshore physical structures or facilities or the undertaking of any
work in any navigable waters.
M9

• Page of
• Permit No. NC
B. RESPONSIBILITIES
1 . Right of Entry
The permittee shall allow the Director of the Division of Environmental
Management, the Regional Administrator, and/or their authorized represen-
tatives, upon the presentations of credentials:
a. The enter upon the permittee's premises where an effluent source is
located or in which any records are required to be kept under the
terms and conditions of this permit; and
b. At reasonable times to have access to and copy any records required
to be kept under the terms and conditions of this permit; to inspect
any monitoring equipment or monitoring method required in this permit;
and to sample any discharge of pollutants.
2. Transfer of Ownership or Control
This permit is not transferable. In the event of any change in control
or ownership of facilities from which the authorized discharge emanates
or is contemplated, the permittee shall notify the prospective owner or
controller by letter of the existence of this permit and of the need to
obtain a permit in the name of the prospective owner. A copy of the
letter shall be forwarded to the Division of Environmental Management.
3. Availability of Reports
Except for data determined to be confidential under N. C. G. S. 143-215.
3(a)(2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared
in accordance with the terms shall be available for public inspection at the
offices of the Division of Environmental Management. As required by the Act,
effluent data shall not be considered confidential . Knowingly making any
false statement on any such report may result in the imposition of criminal
penalties as provided for in N. C. G. S. 143-215.6(b)(2) or in Section
309 of the Federal Act.
4. Permit Modification
After notice and opportunity for a hearing pursuant to N. C. G. S. 143-
215.1 (b)(2) and G. S. 143-215.1 (e) respectively, this permit may be
modified, suspended, or revoked in whole or in part during its term for
cause including, but not limited to, the following:
a. Violation of any terms or conditions of this permit;
b. Obtaining this permit by misrepresentation or failure to disclose
fully all relevant facts; or
c. A change in any condition that requires either a temporary or
permanent reduction or elimination of the authorized discharge.
M 10 & I 9

3
PART II
Page of
Permit No. NC
5. Toxic Pollutants
Notwithstanding Part II, B-4 above, if a toxic effluent standard or
prohibition (including any schedule of compliance specified in such
effluent standard or prohibition) is established under Section 307(a)
of the Act for a toxic pollutant which is present in the discharge and
such standard or prohibition is more stringent than any limitation for
such pollutant in this permit, this permit shall be revised or modified
in accordance with the toxic effluent standard or prohibition and the
permittee so notified.
6. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II , A-5)
and "Power Failures" (Part II , A-7) , nothing in this permit shall be
construed to relieve the permittee from civil or criminal penalties for
noncompliance pursuant to N. C. G. S. 143-215.6 or Section 309 of the
Federal Act, 33 USC 1319.
7. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution
of any legal action or relieve the permittee from any responsibilities,
liabilities, or penalties to which the permittee is or may be subject
under N. C. G. S. 143-215.75 et seq. or Section 311 of the Federal Act,
33 USC 1321 .
8. Property Rights
The issuance of this permit does not convey any property rights in either
real or personal property, or any exclusive privileges , nor does it
authorize any injury to private property or any invasion of personal
rights, nor any infringement of Federal,State or local laws or regulations.
9. Severability
The provisions of this permit are severable, and if any provision of this
permit, or the application of any provision of this permit to any circum-
stance, is held invalid, the application of such provision to other cir-
cumstances, and the remainder of this permit shall not be affected thereby.
M 11 & I 10

• PART II
Page of
Permit No. NC
10. Expiration of Permit
Permittee is not authorized to discharge after the expiration date.
In order to :receive authorization to discharge beyond the expiration
date, the permittee shall submit such information, forms, and fees as
are required by the agency authorized to issue permits no later than
180 days prior to the expiration date. Any discharge without a permit
after the expiration will subject the permittee to enforcement proce-
dures as provided in N. C. G. S. 143-215.6, and 33 USC 1251 et seq.
11 . Industrial Pretreatment Standards
Permittee shall require any industrial dischargers into the permitted
system to meet Federal Pretreatment Standards (40 CFR, Part 128)
promulgated in response to Section 307(b) of the Act. The permittee
shall provide semi-annual reports to the permitting agency regarding the
pre-treatment requirements which have been imposed on each major contri-
buting industry and the results achieved therefrom. Other information
may be needed regarding new industrial discharges and this will be
requested from the permittee after the permitting agency has received
notice of the new industrial discharge.
A major contributing industry is one that: (1 ) has a flow of 50,000
gallons or more per average work day; (b) has a flow greater than five
percent of the flow carried by the municipal system receiving the waste;
(c) has in its waste a toxic pollutant in toxic amounts as defined in
standards issued under Section 307(a) of the Act; (d) has significant
impact either singly or in combination with other contributing industries,
on the treatment works or the quality of its effluent.
Any change in the definition of a major contributing industry as a
result of promulgations in response to Section 307 of the Act shall
become a part of this Permit.
M 12 •

• PART III
•
• Page of
Permit No. NC
•
PART III OTHER REQUIREMENTS
A. Requirements for Effluent Limitations on Pollutants Attributable to
Industrial Users
1. Effluent limitations from this discharger are listed in Part I of this
permit. It is apparent that other pollutants attributable to inputs
from major contributing industries using the municipal system may also be
present in the permittee`s discharge. At such time as sufficient infor-
mation becomes available to establish limitations for such pollutants,
this permit may be revised to specify effluent limitations for any or •
all of such other pollutants in accordance with best practicable technology
or water quality standards.
2. Under no circumstances shall the permittee allow introduction of the following
wastes into the waste treatment system:
a. Wastes which create a fire or explosion hazard in the treatment works.
b. Wastes which will cause corrosive structural damage to treatment works.
c. Solid or viscous substances in amounts which cause obstructions to the
flow in sewers or interference with the proper operation of the treatment
works.
d. Wastewaters at a flow rate and/or pollutant discharge -rate which is
excessive over relatively short time periods so as to cause a loss of
treatment efficiency.
3. With regard to the effluent requirements listed in Part I of this permit,
it may be necessary for the permittee to supplement the requirements of the
Federal Pretreatment Standards (40 CFR, Part 128) to ensure compliance by
the permittee with all applicable effluent limitations. Such actions by
the permittee may be necessary regarding some or all of the major contri-
buting industries discharging to the municipal system.
The permittee shall require each major contributing industry subject to
pre-treatment standards or any other applicable requirements promulgated
pursuant to Section 307 of the Act to submit to the permittee periodic
notice (at intervals not to exceed 9 months) regarding specific actions taken
to achieve full compliance with the requirements of Section 307. Starting
on the permittee shall submit semi-annually to the permit
issuing authority a report summarizing the progress of all known major con-
tributing industries subject to the requirements of Section 307 towards full
compliance with such requirements. Such report shall include at least the
following information:
M 13

PART III .
Page of
Permit No. NC
a. A narrative summary of actions taken by the permittee to ensure
that all major contributing industries comply with the requirements
of Section 307.
b. The number of major contributing industries using the treatment
works, divided into SIC group categories.
c. The number of major contributing industries in full compliance
with the requirements of Section 307, or not subject to these
requirements (e.g. , discharge only compatible pollutants).
d. A list identifying by name those major contributing industries
presently in violation of the requirements of Section 307.
4. Immediately upon issuance of this permit, the permittee shall establish
and implement a procedure to obtain from all major contributing indus-
tries specific information on the quality and quantity of effluents intro-
duced by such industrial users. The following information shall be
reported to the permitting agency on a quarterly basis beginning
; quarterly reports reflecting no change from the previous quarter
may simply relate this fact, without submitting repetitive data.
a. Section IV, Standard Form A shall be completed and submitted for
each major contributing industry.
b. Information on the municipal facility as a whole is to be reported
on the monthly Monitoring Report Form (DEM - No. MR 1 .0, 1 .1 , 1 .2, and
1 .3).
Once the specific nature of industrial contributions has been identified,
data collection and reporting requirements may be levied for other
parameters in addition to those included on Form (DEM No. 1 .0, 1 .1 ,
1 .2, and 1 .3).
5. Based on the information regarding industrial inputs reported by the
permittee pursuant to the preceding paragraph, the permittee will be
notified by the permitting authority of the availability of industrial
effluent guidelines on which to calculate allowable inputs of incompatible
pollutants based on BPT for each industry group. Copies of guidelines
will be provided as appropriate. Not later than 120 days following
receipt of this information, the permittee shall submit to the permitting
authority calculations reflecting allowable inputs from each major con-
tributing industry. The permittee shall also require all such major
contributing industries to implement necessary pre-treatment requirements
(as provided for in 40 CFR, Part 128), providing the permitting authority
with notifications of specific actions taken in this regard. At that time,
the permit may be amended to reflect the municipal facility's effluent . •
requirements for incompatible pollutants.
•
M 14

PART III
Page of
Permit No. NC
B. Previous Permits
All previous State water quality permits issued to this facility,
whether for construction or operation or discharge, are hereby revoked
by issuance of this permit. The conditions, requirements, terms, and
provisions of this permit authorizing discharge under the National
Pollutant Discharge Elimination System governs discharges from this
facility.
C. Construction
No construction of wastewater treatment facilities or additions thereto
shall be begun until Final Plans and Specifications have been submitted
to the Division of Environmental Management and written approval and
Authorization to Construct has been issued. If no objections to Final
Plans and Specifications has been made by the DEM after 30 days following
receipt of the plans or issuance of this permit, whichever is latter, the
plans may be considered approved and construction authorized.
D. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the permittee
shall employ a certified wastewater treatment plant operator in responsible
charge of the wastewater treatment facilities. Such operator must hold a
certification of the grade equivalent to the classification assigned to
the wastewater treatment facilities.
M 15 & I 12

nl ' NORTH CAROLINA DEPT . OF NATURAL & ECONIMI.0 RESOURCES
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM FOR AGENCY use
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER *(47A%VIOT
STANDARD FORM A — MUNICIPAL
SECTION L APPLICANT AND FACILITY DESCRIPTION
Unless otherwise specified on this form all items are to be completed, If an Item Is not applicable indicate 'NA.'
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
Please Print or Type
1. Legal Name of Applicant 1ai City of Newton
(see instructions)
2. Mailing Address of Applicant
(see instructions) PO Drawer 550
Number & Street l0Za
City t0Zb Newton
North Carolina
State iazc Zip Code laze 28658
3. Applicant's Authorized Agent
(see instructions) Edward F. Musick
Name and Title '1031r
City Manager
PO Drawer 550
Number di Street 144
City i +4c'
Newton
North Carolina
State it13rS
Zip Code 103$ 28658
Telephone tazt`: 704 464-1282
Area Number
4. Previous Application Code
If a previous application for a per-
mit under the National Pollutant
Discharge Elimination System has 74 �� ��
been made, give the date of
application. 104..,, YR MO DAY
I certify that I am familiar with the information contained in this application and that to the best of my knowledge and belief such Information
Is true, complete, and accurate.
Edward F. Musick xa2e Qity Manager
Printed Name of Person Signing Title
1024YR MO DAY
Signature24"
plicant a Authorized Agent Date Application Signed
rf- Carolina Ce:eral Statute 143-215 .6(b) (2) provides that: Any person who knowingly makes
; :7.se sra: nenc representation, or certification in any application, record, report, plan,
c_hr document files or required to be maintained under Article 21 or regulations of the
:mental "~tanagement Commission i_olementing that Article, or who falsifies, tampers with,
knc*s1-7 renders inaccurate any recording or monitoring device or method required to be
rated or maintained under Article 21 or regulations ©f the Environmental Management Co''issiom
m' _renting that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed
rt,nrn, cr by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 providE
nua's:-.-e t b', a o in_e of not more than S 0,000 or imnriscnment not more than 5 years, or both,

•
FOR AGENCY USE
5. Facility (see instructions)
Give the name, ownership,and physi•
cal location of the plant or other
operating facility where discharge(s) •
presently occur(s) or will occur. •�_ Clark Creek Wastewater Treatment Facility
Name 3Af3s.''
•
Ownership(Public, Private or
Both Public and Private). }}r}$bt ®PUB 0 PRV ❑ BPP
Check block if a Federal facility 1f).0¢;`. El FED
•
and give GSA Inventory Control N/A
Number ;1t#5rt
Location: SR 2014 '
Number &Street iOSp'
City 1Ef#t Newton
County , _ Catawba County
State sfssts North Carolina
6. Discharge to Another Municipal
Facility (see instructions)
a. Indicate if part of your discharge 106a ❑Yes E No
is into a municipal waste trans-
port system under another re-
sponsible organization. if yes,
complete the rest of this item
and continue with Item 7. if no,
go directly to Item 7.
b. Responsible Organization •
Receiving Discharge
Name 106b
Number$ Street • Sa"
City 106d
•
State <t7 flfia>:
Zip Code 106f.••
c. Facility Which Receives Discharge '.'aeg>'S
Give the name of the facility
(waste treatment plant)which re-
ceives and is ultimately respon-
sible for treatment of the discharge
from your facility.
d. Average Daily Flow to Facility 1"061i mgd
(mgd) Give your average daily
flow into the receiving facility.
7. Facility Discharges, Number and
Discharge Volume (see instructions) •
Specify the number of discharges
described in this application and the
volume of water discharged or lost
to each of the categories below.
Estimate average volume per day in
million gallons per day. Do not in-
clude intermittent or noncontinuous
overflows, bypasses or seasonal dis-
charges from lagoons,holding
ponds, etc.
7-_^s

•
,
•
• FOR AGENCY USE
Number of Total Volume Discharged,
Discharge Points Million Gallons Per Day
To: Surface water 1.0741. ==107a2. 1 .54 _ S
Surface Impoundment with
no Effluent 1071}1 '4714
.-i
Underground Percolation 107of ..1.O7c2-
,i
Well (Injection) 107d1 `%.107d2
'
Other ::107e1< •,107i2,
Total item 7 ..10711 107f.Z
If'other is specified,describe 1137g1T:
If any of the discharges from this nf
facility are intermittent,such as from i`''v
overflow or bypass points, or are ` "
seasonal or periodic from lagoons, ..
holding ponds,etc.,complete Item 8. •..4.::!a:-{
,.x
8. Intermittent Discharges
a. Facility bypass points .. -
Indicate the number of bypass 108 '3!:
points for the facility that are
discharge points.(see instructions)
b. Facility Overflow Points
Indicate the number of overflow .708r ^' '
points to a surface water for the
facility (see instructions).
c. Seasonal or Periodic Discharge
Points Indicate the number of 1Otile.
points where seasonal discharges
occur from holding ponds, '` ''"
lagoons,etc.
9. Collection System Type
indicate the type and length(In 1091i.?; .
miles) of the collection system used
by this facility. (see instructions) rye%
vt
Separate Storm • ' 0 55T
Separate Sanitary J SAN
Combined Sanitary and Storm 0 CSS
Both Separate Sanitary and
Combined Sewer Systems ' ' . 0 BSC
Both Separate Storm and
Combined Sewer Systems 109b" ❑SSC
Length 66 miles
10. Municipalities or Areas Served Actual Population
(see instructions) Name Served
,'ih1o •`.', City of Newton '' 8r250
•
Ito -°. Catawba County a >< _5R7
tua 11 b
1
i"too-< 'tiOb
boa 1iGb
Total Population Served 1=6C1- R 837

•
FOR AGENCY USE
11. Average Daily industrial Flow E = •
Total estimated average daily waste l 1'1s t Q.94 mgd •
flow from all industrial sources. •
Nrite: All mayor Industries (as defined in Section IV) .
discharging to the municipal system must be
listed In Section IV.
12. Permits, Licenses and Applications
List all existing, pending or denied permits, licenses and applications related to discharges from this facility.(see Instructions)
For Type of Permit Date Date Date Expiration
Issuing Agency Agency Use or License ID Number Flied Issued Denied Date
YR/MO/DA YR/MO/DA YR/MO/DA YR/MO/DA
112 ,
t-
1 NCDNER Const. & j 8124 11/15/74 4/22/75 12/31/79
•
5 ; Discharge
z. `
y$
3.
•
h' '
13. Maps and Drawings
Attach all required maps and drawings to the back of this application. (see instructions)
14. Additional Information
•
1'1:4" Item
Number Information
•
•
•
•
•
•
•
•
•
•
1-4

` STANDARD FORM A—MUNICIPAL FOR AGENCY USE
SECTION II. BASIC DISCHARGE DESCRIPTION "'
Complete this section for each present or proposed discharge Indicated In Section 1,Items 7 and 8,that Is to surface waters. This includes
discharges to other municipal sewerage systems In which the waste water does not go through a treatment works prior to being discharged to
• surface waters. Discharges to wells must be described where there are also discharges to surface waters from this facility. Separate
descriptions of each discharge are required even It several discharges originate In the same facility. All values for an existing.discharge should
be representative of the twelve previous months of operation. If this Is a proposed discharge,values should reflect best engineering estimates.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION•BOOKLET AS INDICATED. REFER TO
BOOKLET BEFORE FILLING OUT THESE ITEMS. .
1, Discharge Serial No.and Name
• a. Discharge Serial No. 2Bia QQa_.(New P1 ant) • •
• (see instructions)
b. Discharge Name �20th Clark Creek Wastewater Treatment Facility
Give name of discharge,if any
(see Instructions)c. Previous Discharge Serial No 6-it-: 001 & 002 (Ol1
d P1 ant and By—Pass)
If a previous NPOES permit -
application was made for this dis
charge (item 4,Section I) provide -
previous discharge serial number. •
2. Discharge Operating Dates • 79 03 (Start—Up New Plant)
- a. Discharge to Begin Date 202s : •
If the discharge has never YR MO • •
occurred but is planned for some
future date, give the date the
discharge will begin. •
h n
b. Discharge to End Date If the ens- 2A2ts
charge Is scheduled to be discon- YR MO
tinued within the next 5 years,
give the date(within best estimate)
the discharge will end. Give rea-
son for discontinuing this discharge ".
in item 17. , •
J
3. Discharge Location Name the
political boundaries within which - Agency Use
the point of discharge is located:
State 3O3><
North Carolina
•
z -
County 2Q3iti-- Catawba 20 ,
•
(If applicable) City or Town 2ff3g N/A - 3D `: $ `
4. Discharge Point Description •
u
(see instructions) ` -
,°
Discharge is into(check one) •
Stream (Includes ditches,arroyos '21341: . 8 STR
and other watercourses) ':.
Estuary .❑EST •
Lake ❑L.KE
Ocean r ❑OCE
Well (injection) ❑WEL
Other ElOTH
if'other'Is checked,specify type :404D;;'
5. Discharge Point—Lat/Long. •
State the precise location of the
point of discharge to the nearest .
second. (see instructions) t
Latitude "s2Dlii =35 DEG. 37 MIN_ 42 SEC.
Longitude 2f5i#•. 81 DEG. 13 MIN. 42 SEC .
• Ii-1 • This section contains 8 pages.

•
DISCI-IARGE SERIAL NUMBER FORAGENCY USE
•
•
6. Discharge Receiving Water Name. Clark Creek
Name the waterway at the point of 209a
discharge•(see instructions)
For Agency Use• For Agency Use
MafOr Minor Sim' 206a 303e
If the discharge is through an out- 2Q&A
•
fall that extends beyond the shoreline Y •
or is below the mean low water line,
complete Item 7,
7. Offshore Discharge
a. Discharge Distance from Shore N/A feet
b. Discharge Depth Below Water
Surface .2O7b.. N/A feet
If discharge is from a bypass or an overflow point or Is a seasonal discharge from a lagoon,holding pond,etc.,complete Items 8,9 or 10,
as applicable,and continue with item 11.
8. Bypass Discharge (see instructions) N/A
a. Bypass Occurrence
Check when bypass occurs
Wet weather i„ sj` 0 Yes 0 No
•
Dry weather 2$Q87j• 0 Yes ❑ No
•
•
b, Bypass Frequency Give the
actual or approximate number . •
of bypass incidents per year. •
•
Wet Weather 20ab# times per year
Gala
Dry weather 12a lt12, times per year
c. Bypass Duration Give the
average bypass duration in hours.
Wet weather hours
•
Dry weather 2f)Sr2f' hours
• d. Bypass Volume Give the
average volume per bypass Incident,
in thousand gallons.
Wet weather <Z4$e thousand gallons per Incident
•
Dry weather 209d ; thousand gallons per incident
•
e. Bypass Reasons Give reasons
why bypass occurs. Y08a1
•
Proceed to Item 11.
9. Overflow Discharge (see Instructions) N/A
a. Overflow Occurrence Check
when overflow occurs.
Wet weather 209*t; ❑Yes ❑No
Dry weather ;20$02I, ❑Yes ❑No
b. Overflow Frequency Give the .
actual or approximate Incidents
per year.
Wet weather 2D9 times per year
•
Dry weather 2Q$#p2!, times per year
•
•
•
11-2

•
•
DISCHARGE SERIAL NUMBER FOR AG>tNCY Witt
•
003 . E
•
•
c. Overflow Duration Give the
average overflow duration In
hours.
Wet weather ' 1M1 hours
•
Dry weather 3: .Hours
d. Overflow.Volume Give the
average volume per overflow
Incident In thousand gallons.
Wet weather thousand gallons per Incident
Dry weather A013 thousand gallons per incident
Proceed to Item 17. ¢int:
10. Seasonal/Periodic Discharges is
a. Seasonal/Periodic Discharge
Frequency if discharge Is inter- :21put:i times per year
mittent from a holding pond,
lagoon,etc.,give the actual or
approximate number of times
this discharge occurs per year.
b. Seasonal/Periodic Discharge N•<:•,:w; {
Volume Give the average .�f0j`: thousand gallons per discharge occurrence
volume per discharge occurrence
in thousand gallons.
c. Seasonal/Periodic Discharge
Duration Give the average dura 2t0e days
tion of each discharge occurrence 'v
In days. 3r;;
d. Seasonal/Periodic Discharge < „.
Occurrence—Months Check the :2104`: ❑JAN ❑FEB ❑MAR
months during the year when
the discharge normally occurs. ;• • :::z:::ri. ['APR ❑MAY ❑JUN
OJUL ❑AUG ❑SEA
❑OCT ❑ NOV 0 DEC
•
11, Discharge Treatment
a. Discharge Treatment Description
Describe waste abatement prac 4`<
tices used on this discharge with
a brier narrative. (Sea Instruc
lions} Treatment plant components will include an i nfl iipnt'
2x.f�;�
•
_ pump station, aerated grit chambers, reactor f•1 a ri f i srs
(lime treatment) , aeration basins with mechanical
surface aeration (nitrification), secondary clarifiers,
dual media filter, chlorine contact basins and
reaeration. Sludge treatment will include chemical
• stabilization in gravity thickeners and centrifuges.
II-3

DISCHARGE SERIAL NUMBER
FOR AGENCY USE
•
•
•
Discharge S
b. Using the codes list dCin Table I odes 211b" /��+ /GA, GA/KG-KF, KG-KF/W�1A,
of the Instruction Booklet, WNA/N, 1 r
describe the waste abatement - WNA/N, N/WF, WF/PG, PG/i, T/VC,
processes applied to this dis-
Charge in the order In which - VC/XN.
they occur, if possible.
Separate all codes with commas
except where Slashes are used
to designate parallel operations.
•
If this discharge is from a municipal waste
treatment plant(not an overflow or
bypass),complete Items 12 and 13
12. Plant Design and Operation Manuals • ``
Check which of the following are
currently available
a. Engineering Design Report 212s
•
b. Operation and Maintenance •
Manual
212l„ ❑
13. Plant Design Data(see Instructions)
a. Plant Design Flow (mgd') 223a?< 5.0 mgd
b. Plant Design BOD Removal (%)
C. Plant Design N Removal (%) 213G< % . •
d. Plant Design P Removal (%) 2130: NJA
•
e. Plant Design SS Removal (%)
f. Plant Began Operation (year) :21311: N/A
g. Plant Last Major Revision (year) .21.4: ? N/A
•
•
II-4

DISCHARGE SERIAL NUMBER
4.
• 003 FOR AGENCY USE
14. Description of Influent and Effluent(see instructions)
Influent Effluent
Parameter and Code c c °
c c
y > °
CI VJ
o o aEi u E
(1) (2) (3) t (4) (5) (6) (7)
Flow •
Million gallons per day 5.0 5.0
50050
pH
Units 6.0 8.5
00400
Temperature(winter)
of
74028 90
Temperature (summer)
° F
74027 90
Fecal Streptococci Bacteria
Number/100 ml
74054
(Provide if available)
Fecal Conform Bacteria
Humber/100 ml
74055 • 400
(Provide if available)
k _
Total Conform Bacteria
Number/100 nil
011.
74056
(Provide if available) .
BOD 5-day
mg/1 300 .12
-00310
Chemical Oxygen Demand(COD)
mg/I
00340
(Provide if available)
OR
Total Organic Carbon(TOC)
mg/1
00680
(Provide if available)
(Either analysis is acceptable)
Chlorine-Total Residual
mg/1
50060
II-5

•
DISCHARGE SERIAL NUMBER FOR AGENCY USE
003 4 A 1 fr
14. Description of Influent and Effluent (see Instructions) (Continued)
Influent Effluent
Parameter and Code o • g
#u43 ¢ wd 2 2 o
C is C 0 > F., n
d > < , .add is. � d v�
(1) (2) (3) (4) (5) (6) (7)
Total Solids
mg/i
00500
Total Dissolved Solids
mg/I
70300
Total Suspended Solids
0053a 250 30
o5
•
Settleable Matter(Residue)
m1/1
00545
•
Ammonia(as N)
mg/1
00610
• (Provide if available)
•
Kjeldahl Nitrogen
00625m 26 2.5
(Provide if available)
Nitrate(as N) •
mg/I
00620
(Provide if available)
Nitrite(as N)
mg/1
00615
(Provide if available)
Phosphorus Total(as P)
mg/1
00665
(Provide if available)
•
Dissolved Oxygen(DO)
mg/1
00300 5.0
•
11-6

•
•
•
DISCHARGE SERIAL NUMBER FOR AGENCY USE
•
003
1S.Additional Wastewater Characteristics
Check the box next to each parameter if It Is present In the effluent.(see Instructions)
Parameter Parameter Parameter a-
(215) _ (215) ? (215)
Bromide Cobalt Thallium
71870 01037 01059
Chloride Chromium Titanium
00940 01034 01152 .
Cyanide Copper Tin •
00120 . 01042 01102
Fluoride Iron Zinc
00951 •
01045 01092
•
Sulfide Lead Algicides*
00745 01051 74051
Aluminum Manganese Chlorinated organic compounds*
01105 01055 74052
Antimony Mercury Oil and grease
01097 71900 00550
Arsenic Molybdenum Pesticides*
01002 01062 74053
Beryllium Nickel Phenols
01012 0I067 32730
Barium Selenium Surfactants
01007 01147 38260
Boron Silver Radioactivity*
01022 01077 74050
Cadmium
01027
_ _ •
*Provide specific compound and/or element in Item 17,if known.
Pesticides(Insecticides,fungicides,and rodenticides)must be reported in terms of the acceptable common names specified in Acceptable Com-
mon Names and Chemical Names for the Ingredient Statement on Pesticide Labels, 2nd Edition,Environmental Protection Agency,Washington,
D.C. 20250,June 1972,as required by Subsection 162.7(b)of the Regulations for the Enforcement of the Federal Insecticide,Fungicide,and
Rodenticide Act.
11-7

DISCHARGE SERIAL NUMBER
'
003
•
16. Plant Controls Check if the follow- FOR AGENCY USE
ing plant controls are available
for this discharge # y3 1
Alternate power source for major
pumping facility including those
for collection system lift stations t APS
Alarm for power or equipment
failure 4j ALM
•
17. Additional Information
Item
217 information
Number
•
•
•
•
•
•
•
•
II-8 eu. S. GOVERNMENT PRINTING OFFICE:L97 0-508-172

FOR AGENCY USE
• • STANDARD FORM A—MUNICIPAL ` '
SECTION III. SCHEDULED IMPROVEMENTS AND SCHEDULES OF IMPLEMENTATION
This section requires information on any uncompleted Implementation schedule which has been Imposed for construction of waste treatment
facilities. Requirement schedules may have been established by local.State,or Federal agencies or by court action. IF YOU ARE SUBJECT TO
SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES, EITHER BECAUSE OF DIFFERENT LEVELS OF AUTHORITY IMPOSING
DIFFERENT SCHEDULES (ITEM ID)AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATIONAL UNITS(ITEM Ic).SUBMIT A
SEPARATE SECTION ill FOR EACH ONE.
1. Improvements Required is $ • FOR AGENCY USE
a. Discharge Serial Numbers 3 SCtiet#.3�fo `
Affected List the discharge
-
• serial numbers,assigned In Sec- .
tlon II.that are covered by this .
implementation schedule `. >
b. Authority imposing Requirement ,30y4.'Sz 003
Check the appropriate item indi- . sk �. '
cating the authority for the Im- .a 'i
plementation schedule If the . .*
identical Implementation ached- P <
ule has been ordered by more :,.:<
z
than one authority, check the �'ri.
appropriate items. (see in- '-` cv`"'"
structions) ,.,.<},
' ?>?' ❑ LOC
Locally developed plan . . a' -
a': .frVr ®ARE
Areawide Plan 0 BAS
Basin Plan `v"'' 'i"<_
State approved implementation
'.x � p SQS
schedule '$
Federal approved water quality ' iK
� nN gi WQS -
standards Implementation plan >n""'''s. •
? fi
Federal enforcement procedure :A.'i., :' ❑ENF
or action y f
.. -r:: El CRT
State court order <"`:n, ❑FED
Federal court order =u : " -
c. Improvement Description Specify the 3-character code for the
General Action Description In Table II that best describes the
Improvements required by the Implementation schedule. if more
than one schedule applies to the facility because of a staged con-
struction schedule,state the stage of construction being described
here with the appropriate genera)action code. submit a separate
Section ill for each stage of construction planned. Also,list all
the 3-character(Specific Action)codes which describe In more
detail the pollution abatement practices that the implementation
schedule requires.
3-character general action New/I CT
description 301 -
3-character specific action bp,m SEC TER NIT DIS SLD/ SLD/OUT
descriptions `Bill .' / / / /
2. implementation Schedule and 3. Actual Completion Dates
Provide dates imposed by schedule and any actual dates of completion for implementation steps
listed below. Indicate dates as accurately as possible. (see instructions) •
Implementation Steps 2. Schedule(Yr/Mo/Day) 3. Actual Completion(Yr/Mo/Day)
a. Preliminary plan complete /NA / i z5._/ _/. _
1
b. Final plan complete �7920' / / 5 �/ /1r�1�fr�13—
r
77 03 01 <333C<
c. Financing complete&contract 30Zr' / / -/ /
awarded
xr
d. Site acquired 3414: / J `St13d'> 72 / ( /�
e. Begin construction 3020 77 / 03/10 '3030, / 1
• f 79 0� IO
I. End construction 3Q2t< / / 3I151C. —/ / '
y'': tc.,e.y
79 02 z 0 n '`
g. Begin Discharge 31724. / / 424... 1 /
• h. Operational level attained 3020 79 / 03 J 1,0 ,u4g —/ /
This section contains 1 page.
r-en AA4.707

•
FOR AGENCY USE
STANDARD FORM A—MUNICIPAL•
SECTION 3Y. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section iV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (51C) Code for the industry,the major product or raw material,the flow(in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult Table
III for standard measures of products or raw materials. (see instructions)
1- Major Contributing Facility
(see Instructions)
Name 401a Prosection Products
•
Number&Street 401b Highway 321 South
City 401c Newton
County • 40id Catawba
•
State 401e North Carolina
Zip Code 401f 28658
2. Primary Standard industrial 402 2821 '
Classification Code (see
instructions)
Units(See
3. Principal Product or Raw Quantity Table III)
Material (see Instructions)
Product 403a Plastics Materials , N/A ap3e. N/A
& Resins
�,�a�
4*3d:: 4U3f'
Raw Material 403b € - s �
4. Flow Indicate the volume of water
discharged into the municipal sys- 404a 32 thousand gallons per day
tern in thousand gallons per day
and whether this discharge is Inter- 404b ❑Intermittent(int)in Continuous(con) •
mittent or continuous.
5. Pretreatment Provided indicate if 405 ❑Yes • ]No
pretreatment is provided prior to
•
entering the municipal system �f
•
6. Characteristics of Wastewater N/A
(see Instructions) •
Parameter •
#'. Name
SOS7
a Parameter
.. Number •
406b Value
•
•
IV-1 This section contains 1 page.
GPO 866.706

.
• ' b FOR AGENCY USE
•
•
STANDARD FORM A—MUNICIPAL 111 <}'
SECTION BT. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the industry,the major product or raw material,the flow(in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table
III for standard measures of products or raw materials. (see Instructions)
1- Major Contributing Facility
(See instructions) Boise Cascade
Name - 401 y
•
Ranking Avenue Ext.
Number&Street 401b
City" 401c Newton
county - 401d Catawba
North Carolina •
State 401 e
28658
Zip Code 401f .
265, 2651, 2652, 2653 •
2. Primary Standard Industrial 402
Classification Code (see - -
Instructions)
Units(See
3. Principal Product or Raw Quantity Table Ill)
Material (see instructions)
Product 4032 Paperboard Containers 46-' N/A ETose, VA
& Boxes
Raw Material 403b Cardboard 4 3d:.
4. Flow indicate the volume of water
discharged into the municipal sys- 404a 67 thousand gallons per day
tern in thousand gallons per day
and whether this discharge Is Inter- 404b ❑Intermittent(int)®Continuous(con)
mittent or continuous.
5. Pretreatment Provided indicate if 405 ❑Yes LING
pretreatment Is provided prior to
entering the municipal system
•
6. Characteristics of Wastewater NSA
(see instructions)
Parameter
Name
' Parameter
406a
Number
406b Value
IV-1 This section contains I page.
GPO 865.706

• •
FOR AGENCY USE
STANDARD FORM A—MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard industrial Classification (SIC) Code for the Industry,the major product or raw material, the flow(in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility into the municipal system. Consult Table
ill for standard measures of products or raw materials. (see instructions)
1. Major Contributing Facility
(see Instructions) Moritz Hosiery Mill
Name • 401 a
•
W.
Number& Street 401D 215t Street
• Newton
City' 401c
Catawba
County 401d
State •
ante North Carolina
• 28658
zip Code 401 f
2269
2. Primary Standard Industrial 402
Classification Code (see
instructions)
Units(See
7. Principal Product or Raw Quantity Table Iii)
Material (see instructions)
Product 403a ;403c 403s
Raw Material 403b o d '4131'
4. Flow Indicate the volume of water
discharged into the municipal sys• 404a 50 _ thousand gallons per day
tem in thousand gallons per day
and whether this discharge Is Inter- 404b ❑Intermittent(Int)®Continuous(con)
mittent or continuous.
5. Pretreatment Provided Indicate If 405 ❑Yes tNo
pretreatment is provided prior to
entering the municipal system
•
6. Characteristics of Wastewater- N/A
(see instructions)
•
Parameter 1
Name
•
4062+ Parameter
Number
406b Value
•
•
•
•
IV-4 This section contains 1 page.
GPo 865.706

•
• • FOR AGENCY USE
•
STANDARD FORM A—MUNICIPAL ! :.
SECTION I . INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system,using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification(SIC) Code for the industry,the major product or raw material, the flow(in thou-
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult Table
III for standard measures of products or raw materials. (see instructions)
1. Major Contributing Facility
instructions)
Name 401a Clyde Fabrics, Inc.
Number& Street 401b 101 East 11th Street
City 401c Newton
County 401d Catawba
State 401e North Carolina
Zip Code 401f 28658
2211, 2257, 2258, 226, 2261, 228, 2281, 2282
2. Primary Standard Industrial 402
Classification Code (see •
instructions)
Units(See
3. Principal Product or Raw Quantity Table iii)
Material (see Instructions)
Product 403a Textile Fabrics xy> N/A ate` N/A
h (+ S
Raw Material 403b Cotton =a;1sa: N/A so3 1/A
4. Flow Indicate the volume of water
180
discharged into the municipal sys- 404a thousand gallons per day
tem in thousand gallons per day
and whether this discharge is inter- 404b ❑intermittent(int)Z]Continuous(con)
mittent or continuous.
5. Pretreatment Provided indicate if 405 ❑Yes $]No
pretreatment is provided prior to
entering the municipal system �f n
B. Characteristics of wastewater N/A
(see instructions)
Parameter T—
Name
406a Parameter
Number •
406b Value
•
•
•
IV-1 This section contains 1 page.
GPO 865-706

FOR AGENCY USE
STANDARD FORM A—MUNICIPAL 111�� l
SECTION IF. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system,using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry,the major product or raw material, the flow(In thou-
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult Table
III for standard measures of products or raw materials. (see instructions)
1- Major Contributing Facility
(see instructions)Name 401i Carolina Mi i 1 s
Number&Street 401b East 2nd Street
City 401c Newton
County • 401d Catawba
State 401e North Carolina
•
Zip Code 401f 28658
•
2211, 2257, 2258, 226, 2261 , 228, 2281, 2281.
2. Primary Standard Industrial 402
Classification Code (see •
instructions)
Units(See
Quantity Table ill)
3. Principal Product or Raw
Material (see Instructions)
Product 403a Texti i e Fabrics _ co N/A 403s N/A
Raw Material 403b Cotton 403t1:. N/A 403f N/A
4. Flow Indicate the volume of water 687 thousand gallons per day
discharged Into the municipal sys- 404a
tern in thousand gallons per day
and whether this discharge Is Inter- 404b []Intermittent(int)®Continuous(con)
mittent or continuous.
5. Pretreatment Provided Indicate if 405 ❑Yes ryNo
pretreatment Is provided prior to
entering the municipal system
•
6. Characteristics of Wastewater N/A
(see Instructions)
Parameter
Name
405a Parameter
Number
40db Value
•
IV-1 This section contains 1 page.
GP 0 865.706

- . us 5 70
...1; . -:'...:...:.;':.....f.,.
i '
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/ EAST "A"
•
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NEW CLARK CREEK WASTEWATER I
TREATMENT FACILITIES :,t 003 '
002
EXISTING BY-PASS - ---------' 001
EXISTING TREATMENT PLANT
•
•
. ro (
LOCATION MAP (J.)a
SCALE: 1" ; 1/2 MILE
O'Q { �&CE CITY OF NEWTON, NORTH CAROLINA FILE
Viti ENGINEERS NPDES DISCHARGE PERMIT D'
DECEMBER, 1976

I , •
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o .
NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ENVIRONMENTAL MANAGEMENT COMMISSION
FACT SHEET
APPLICATION FOR
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
PERMIT TO DISCHARGE TREATED WASTEWATER
Application No. NC 0036196 Date January 20, 1977
I. SYNOPSIS OF APPLICATION
a. Name and Address of Applicant
City of Newton
Post Office Box 550
Newton, North Carolina 28658
b. Description of Applicant's Operation
The operation of a minicipally-owned wastewater treatment facility
to serve the City of Newton and its environs.
c. Nature of Wastewater
Domestic and Industrial
d. Applicant's Receiving Waters
Clark Creek in the Catawba River Basin; classified "C" suitable for
fishing, boating, wading, or any other usage except for bathing or
as a source of water supply for drinking, culinary, or food-processing
purposes; the 7--Day, 10-Year Iow flow at this site is 7.5 cfs.
e. Description of Proposed Pollution Abatement Facilities
The proposed wastewater treatment facility is a 5.0 MGD two stage
treatment facility consisting of an influent pump station, dual aerated
grit chambers, lime addition with dual reactor clarifiers, dual
aeration basins for nitrification, dual final clarifiers, dual mixed
media filters, chlorination facilities, reaeration facilities, sludge
thickeners, and centrifuges.

Page Two
2. PROPOSED FINAL EFFLUENT LIMITATIONS
Effluent Characteristic Discharge Limitation
kg/day(lbs/day) Other Limitations
(Specify Units)
Monthly Weekly Monthly Weekly
Average Average Average Average
Flow 5.0 MGD
BO05 340.5 750.6) 510.7(1125.9) 18 mg/I ,27 mg/l
TSS 567.4(1251 t0) 851 .2(1876.5) 30 mg/1 45 mg/1
NH3 as N 113.5(250•'2.) 170.2(375.3) 6 mg/1 ' 9 mg/l
• Fecal Coliform Bacteria (Geometric Mean) 1000/100 ml 2000/100 ml
Dissolved Oxygen (Minimum) 6.0 mg/1
Temperature 90/A50F
pH 6-9 s.u.
3. MONITORING REQUIREMENTS
The applicant will be required to monitor regularly for flow and those
parameters limited in Section 2 above with sufficient frequency to ensure
compliance with the permit conditions. Frequency, methods of sampling,
and reporting dates will be specified in the final permit.
4. PROPOSED COMPLIANCE SCHEDULE FOR ATTAINING EFFLUENT LIMITATIONS
a. Begin construction on or before March 10, 1977.
b. Complete construction on or before January 10, 1979.
c. Attain operational level on or before March 10, 1979.
5. WATER QUALITY STANDARDS AND EFFLUENT STANDARDS APPLIED TO THE DISCHARGE
Effluent limitations are based on best practicable control technology
currently available and will meet state and federal water quality
standards of Class "C" waters.
6. PROCEDURES FOR THE FORMULATION OF FINAL DETERMINATIONS
a. Comment Period
The Division of Environmental Management proposes to issue an NPDES permit
to this applicant subject to the effluent Iimitations and special conditions
outlined above. These determinations are tentative.
Interested persons are invited to submit written comments on the permit
application or on the Division of Environmental Management's proposed
determinations to the following address :
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
POST OFFICE BOX 27687
RALEIGH, NORTH CAROLINA 27611
All comments received prior to will be considered in the

} Page Three
formulation of final determinations with regard to this application.
b. Public Hearing
The Director of the Division of Environmental Management may hold a public
hearing if there is a significant degree of public interest in a proposed
permit or group of permits. Public notice of such a hearing will be
circulated in newspapers in the geographical area of the discharge and to
those on the Division of Environmental Management's mailing list at least
thirty days prior to the hearing.
Following the public hearing, the Director of the Division of Environmental
Management may make such modifications in the terms and conditions of the
proposed permit as may be appropriate and shall issue or deny the permit.
Notice of issuance or denial will be circulated to those who participated in
the hearing and to appropriate persons on the Division of Environmental
Management's mailing list.
If the permit is issued, it will become effective 30 days following date of
issuance and will be the final action of the Division of Environmental
Management unless an appeal hearing is granted.
c. Appeal Hearings
An applicant whose permit is denied, or is granted subject to conditions
he deems unacceptable, shall have the right to a hearing before the
Commission upon making written demand to the Director within 30 days
following notice of final decision to deny or grant the permit.
d. Issuance Of The Permit When No Hearings Are Held
If no public hearing or appeal hearing is held, and after review of the
comments received, the Division of Environmental Management's determinations
are substantially unchanged, the permit will issue and become effective
immediately. This will be the final action of the Division of Environ-
mental Management.
If no hearings are held, but there have been substantial changes, public
notice of the Division of Environmental Management's revised determinations
will be made. Following a 30-day comment period, the permit will issue and
become effective immediately and will be the final action of the Division
of Environmental Management, unless a public or appeal hearing is granted.

Page Two
Part III -:EVALUATION AND RECOMMENDATIONS
It is recommended that a permit be issued for the construction and
operation of the proposed new Newton Clark Creek Wastewater Treatment
Plant. The permit should include the following final effluent limitations
with a date of March 10, 1979, to attain operational level :
Parameters - Limitations
Flow 5.0 MGD
BODE 18 mg/1
TSS 30 mg/1
NH3 as N 6 mg/1
Fecal Coliform Bacteria (Geometric Mean) 1000/100 ml
Dissolved Oxygen (Minimum) 6.0 mg/1
Temperature 90/A50F
pH f - 9 s.u.
The following construction time schedule for the construction of the
proposed facility should be incorporated in the permit:
a. Begin construction on or before March 10, 1977.
b. Complete construction on or before January 10, 1979.
c. Attain operational level on or before March 10, 1979.
i
4 ,

March 31, 1977
Mr. Edwrd P. Musick
City Manager
City of Newton
P . O. 'rawer 550
N ewton,North Carolina 28658
Subject: Permit No. NC0036196
City of Newton, Proposed New Clark ('reek Plant
Catawba County
Dar Mr. Musick:
In accordance with your :police:ion ,or disc; irg, Pere-'.it receixo ed
:January 6, 1977, we are fa r ,aiding herewith the sub sect Stele - VDU
Permit. This Permit ::',."s issued dursuaa"t to t.h r requir=;era,nt. o i North
C aroltn a General Statutes "143-215.1 aid the Memorandum ol A' r .e ant <etween
Nort Carolina old the U. S. I:envir-nmentai Protectioo Agency dated
October : 9„ 1975.
If at.ty p.rtae r.quir,_ni nts , or limit tions contained in thi Perm't
are unacceptable to v'o.a, you.: havo -he right >:o aE', , dj .tdicarory hearing
before a hearLng of "ices upon written rfexns Id to the Director wit°.u,in 30 dais following r ..,,cc ipt: of this Permit, identi,ying tht speci -ic issus to s,e
c oatendod. Unless such demand is made, Lhls Permit ehall be final ,.and
b indtog
Please to .e notice that this Per it I.e not tra. sf era:10. Fart Ii, S.2.
as dhr'essos the roquir,.^rnents to be f ollo ed in care of cha. lge le owrnarshir or
control o this discharge. ..
This Permit do as not aff et Lb , " egal .equ;rr ment to obtain other Permits
which ma7 be required hi the Division or rnvironma ntel. `Tana emery . If You
have any °tuaations concer €.ing this Permtt, °'>leaas?'ue contact u' .
Sin(. r<,.:ly,
11111001
Original Signed by
W, E. KNIGHT
W. E. Knight
cc: L$$uth Piedmont Field Office
Mr. 'Ceor a Harlow, EPA

Per~it No. \COCA fZ L 2E
Part III
(Modified)
Pretreatment
The Permittee has submitted documentation to the Division of Environ-
mental Management which complies with the required activities contained
in the State and Federal Pretreatment Regulations 15 NCAC 2H .0900 and '
40 CFR 403 respectively. The approved Local Pretreatment Program and
Conditions of Approval are hereby incorporated as part of this permit
by reference. The on--going industrial monitoring activities of the
POTW's pretreatment program shall be governed by pretreatment regulation
and the Conditions of Final Approval.

Permit No. NC
r T
STATE OF NORTH CAROLINA
• DEPARTMENT OF NATURAL RESOURCES & COMMUNIT.Y DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT '
PERMIT
•
To Discharge Wastewater Under the NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions 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 Newton
is, hereby authorized to discharge wastewater from a facility located at
The Clark Creek Wastewater Treatment Plant
Catawba County
to receiving waters r,
Clark Creek in the Catawba River Basin
in, accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective
This permit and the authorization to discharge shall expire at midnight
4 '
on
•
4
Signed this day of
Robert F. Helms, Director ,
Division of Environmental Management 1
By Authority pf the Environmental
Management Commission
M1 & I1 , ;

Page of
Permit No. NC
SUPPLEMENT TO PERMIT COVER'• SHEET
City of Newton Y` ,
i
is hereby authorized to: ' _ 4
` 1. Continue to4operate a 5.0 MOD wastewater treatment facility
consisting :of an influent pump station, dual aerated grit chambers,
lime addition with dual reactor clarifiers, dual second stage aeration
basins, dual final clarifiers, chlorinatjon facilities, .dual`_m xed media
filters, reaeration facilities, sludge thickeners, and centrifuges
located at the Clark Creek Wastewater Treatment Plant (Note Part
-III of this Permit), and
2. Discharge from said. treatment works into 'Clark Creek which is
classified Class "C-".
•
•
•
•
.
•
f ,
Yi .
f '
•
•
•

A. (1 ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
During the period beginning on effective date of, Permit and lasting until expiration,
the permittee is authorized to discharge from outfall (s) serial number(s) 001 .
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Kg/day (lbs/day) Other Units (Specify) *** Measurement **_Sample *Sample
Monthly Avg. Weekly Avg. Monthly Avg. Weekly Avg. Frequency •• Type Location
Flow 5.0 MOD Daily } Continuous I or E
BOD5 340.5(750.6) 510.7(1125.9) 18 mg/1 27 mg/1 Daily Composite I,,E,U,D
TSS 567.4(1251 .0) 851 .2(1876.5) 30 mg/1 45 mg/I Weekly Composite I,E
NH3 as N 113.5(250.2) 170.2(375.3) 6 mg/1 9 mg/1 Weekly Composite I,E
Fecal Coiiform ;Bacteria (Geometric Mean)- 1000/100 ml 2000/100 ml Daily ` Grab E,U,D
Dissolved Oxygen (Minimum) 6 mg/1 Daily Grab E,U,D
Temperature **** Daily Grab E,U,D
Settleable Matter . Daily Grab E
Residual Chlorine Daily Grab E
COD Weekly Composite E,U,D
Total Residue Weekly Composite I,E
*Sample Locations: I-Influent, E-Effluent, U-Upstream, D-Downstream **All stream samples shall be grab.
***Daily means every day on which a wastewater discharge occurs except Saturdays, Sundays, and legal holidays. Daily stream
sampling frequency may be reduced at each sampling station to one (1 ) ' time per week except during the months of June, July,
August and September, when the frequency must be no less than three (3) times per week at each sampling station. F
****The temperature of the effluent shall be such that it will not cause a temperature in the receiving stream of more than 5°F
above ambient stream water temperature.
The pH shall not be less than 6.0- standard units nor greater than 9.0 standard units and `� `1^
shall be monitored daily by grab samples at I, E, U, D. �*
There shall be no discharge of floating solids or visible foam in other than trace amounts. . 0

•
_ STAFF REPORT AND RECOMMENDATIONS
Part I - INSPECTION OF EXISTING WASTEWATER TREATMENT PLANT SITE
- 1 . Place visited: City of Newton,
New Clark Creek Wastewater Treatment Plant
Catawba County
2: Date: July 22, 1981
NR-6(
3. By: Mike Parker ? . LI
4. Person contacted: Dwight Wilson, Treatment Plant Operator
5.' Directions to site: Take U. S. 321 South from Newton, turn right
onto S. R. 2014. After crossing the bridge over Clark Creek, turn
- left onto the first paved drive and proceed tb the wastewater treatment
plant.
6. The bearing and distance to the point of effluent discharge is:
Approximately 100 feet southeast of the proposed treatment plant at
Longitude 810 13' 42" and Latitude 350 37' 42".
7. Size: Approximately 20 acres.
8, Topography: Rolling, 5-10% slopes.
9. , Location of nearest dwelling: The nearest dwelling is approximately
100 yards from the plant site. .
- 10. -Receiving Stream: Clark Creek in the Catawba River Basin
a Classification: "C" Effective Date: September 1 , 1974
b Drainage Area: 30.1 square miles " -Elevation: 820'
c Minimum 7-Day, 10-Year discharge at site: 7.5 cfs.
d Usage: Fishing, boating, wading or any other usage except for
bathing or as a source of water supply for drinking, culinary
or food-processing purposes.
Part II - DESCRIPTION OF EXISTING TREATMENT WORKS
•
The existing wastewater treatment facility •is a 5.0 MGD two stage
treatment facility consisting of an influent pump station, dual aerated
grit .chambers, lime addition with dual reactor clarifiers, dual aeration
basins 'for nitrification, dual final clarifiers, dual mixed media
filters, chlorination facilities, reaeration facilities, sludge thickeners,
and centrifuges.

- Page Two
IFF. .
•
•
• Part III - EVALUATION AND RECOM{ ENDATIONS
It is recomnended that a Permit be issued for the r5 nt nu ]
operationla of the new Newton Clark Creek Wastewater Treatment Print.
The Permit should include the following final effluent limitations
developed by Technical Services.
Parameters Limitations
Flow 5.0 MGD .
TSS5 18 mg/1
•
30 mg/1
NH3asN . 6m /1
' Fecal Coliform Bacteria (Geometric Mean) 1000/100 ml
Dissolved Oxygen (Minimum) 6.0 mg/1
Temperature 90/A5°F
• PH 6-9 s.u. ,

NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION
•
FACT SHEET
APPLICATION FOR
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
PERMIT TO DISCHARGE TREATED WASTEWATER
Application No. NC 0036196 Date July 22, 1981
1 . SYNOPSIS OF APPLICATION
a. Name and Address of Applicant
City of Newton
Post Office Box 550
Newton, North Carolina 28658
b. Description of Applicant's Operation
The operation of a municipally-owned wastewater treatment facility
to serve the City of Newton and its environs.
c. Nature of Wastewater
Domestic and Industrial
d. Applicant's Receiving Waters
Clark Creek in the Catawba River Basin; classified "C"; suitable for
fishing, boating, wading, or any other usage except for bathing or
as a source of water supply for drinking, culinary, or food-procesing
purposes; the 7-Day, 10-Year low flow at this site is 7.5 cfs.
e. Description of Existing Pollution Abatement 'Facilities
The existing wastewater treatment facility is a 5.0 MGD two stage
treatment facility consisting of an influent pump station, dual aerated
grit chambers, lime addition with dual reactor clarifiers, dual aeration
basins for nitrification, dual final clarifiers, dual mixed media
filters , chlorination facilities, reaeration facilities, sludge
thickeners , and centrifuges.

2. FINIAL EFFLUENT LIMITATIONS Page Two
Effluent Characteristic Discharge Limitation
kg/day(lbs/day) Other Limitations
(Specify Units)
Monthly Weekly Monthly Weekly
Average Average Average Average
Flow 5.0 MGD
BOD5 340.5(750.6) 510.7(1125.9) 18 mg/1 27 mg/1
TSS 567.4(1251 .0) 851 .2(1876.5) 30 mg/1 45 mg/1
NH3 as N 113.5(250.2) 170.2(375.3) 6 mg/1 9 mg/1
Fecal Coliform Bacteria (Geometric Mean) 1000/100 ml 2000/100 m'
Dissolved Oxygen (Minimum) 6.0 mg/1
Temperature 90/o50F
pH 6-9 s.u.
3. MONITORING REQUIREMENTS
The applicant will be required to monitor regularly for flow and those
parameters limited in Section 2 above with sufficient frequency to insure
compliance with the permit conditions. Frequency, methods of sampling,
and reporting dates will be specified in the final permit.
4. WATER QUALITY STANDARDS AND EFFLUENT STANDARDS APPLIED TO THE DISCHARGE
Effluent limitations are based on best practicable control technology
currently available and will meet State and Federal water quality
standards of Class "C" waters.
5. PROCEDURES FOR THE FORMULATION OF FINAL DETERMINATIONS
a. Comment Period
The Division of Environmental Management proposes to issue an NPDES permit
to this applicant subject to the effluent limitations and special conditions
outlined above. These determinations are tentative.
Interested persons are invited to submit written comments on the permit
application or on the Division of Environmental Management's proposed
determinations to the following address:
DIVISION OF ENVIRONMENTAL MANAGEMENT
WASTEWATER MANAGEMENT
' POST OFFICE BOX 27687
RALEIGH, NORTH CAROLINA 27611
All comments received prior to will be considered in the
formulation of final determinations with regard to this application.
b. Public Hearing
The Director of the Division of Environmental Management may hold a public
hearing if there is a significant degree of public interest in a proposed

Page Three
permit or group of permits. Public notice of such a hearing will be
circulated in newspapers in the geographical area of the discharge and to
those on the Division of Environmental Management's mailing list at least
thirty days prior to the hearing.
Following the public hearing, the- Director of the Division of Environmental
Management may make such modifications in the terms and conditions of the
proposed permit as may be appropriate and shall issue or deny the permit.
Notice of issuance or denial will be circulated to those who participated in
the hearing and to appropriate persons on the Division of Environmental
Management's mailing list.
If the permit is issued, it will become effective 30 days following date of
issuance and will be the final action of the Division of Environmental
Management unless an appeal hearing is granted.
c. Appeal Hearings
An applicant whose permit is denied, or is granted subject to conditions
he deems unacceptable, shall have the right to a hearing before the
Commission upon making written demand to the Director within 30 days
following notice of final decision to deny or grant the permit.
d. Issuance of The Permit When No Hearings Are Held
If no public hearing or appeal hearing is held, and after review of the
comments received, the Division of Environmental Management's determinations
are substantially unchanged, the permit will issue and become effective
immediately. This will be the final action of the Division of Environ-
mental Management.
If no hearings are held, but there have been substantial changes, public
notice of the Division of Environmental Management's revised determinations
will be made. Following a 30-day comment period, the permit will issue and
become effective immediately and will be the final action of the Division
of Environmental Management, unless a public or appeal hearing is granted.

.,. City of Newton Post Office Box 550 o Newton, North Carolina 28658 0 [phone]
tyVERCS. .rim
•
WI S,RECP. ,ui git- . .
JO 30 t e "City of Opportunity" "
SEVQ '
June 29, 1981 . • - - / I` - , -
Mr. B. Keith Overcash , P . E . 1.
t.
Monitoring Supervisor .
N . C. Department of Natural Resources
. and Community Development _ , -
919 North Main Street
Mooresville , N. C . 28115 ' -
RE : NPDES 'Permit No. NC 0036196
Clark Creek Wastewater. Treatment Plant
Catawba County, N . C.
Dear Mr. Overcash :
I am requesting renewal of Permit No. NC 0036196 for the
Clark Creek Wastewater Treatment Plant . Your consideration in
this matter is greatly appreciated . -
Sincerely , ,
i
R . D. Whisenant,
City Manager .
- rdw/tw - • _

frz
' . R. Dote Whisenant.
City of
P. O. Box 550
Newton. North Carolina 28658
SUBJECT: Chang' Order
Project . .
Raton*
Dear . hise
4 le, receipt of Change Order No. 2 in Contract 2.4.`
'with INDold.Company.
In this cord of receivingChange .
in the 'contract with ingold Company. Inc* To e teive 2PA's APProvel. it is
cessary to maintain ' f n',4ers. Therefore.
three 3 ,copies of C . 1 in th contract with IncoldC , Inc.
for approval and transmittal EPA.
If we 014 be of assistance* contact Mr. Mort Davis of our
staff 1 73 .
Sincerely.
OriginalSigned By
David I . Conner
David W. Conner. Supervisor
. . Unit
cc: ' Inc.
Dick Peace

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11. .

a
ENFORCEMENT COMPLIANCE SCHEDULE LETTER
•
Subject: NPDES Permit No. NC0020222
Name of Permittee: City of Newton
Location of Permitted Discharge: Existing Clark Creek Wastewater
Treatment Plant
Derr Sir:
The above cited permit (the "Permit") requires the discharge identified
in and authorized by the Permit (the "Discharge") to meet the final effluent
limitations (the "Limitations") contained in the Permit by the July 1 , 1977
date specified in 15NCAC2B, Section .0400 and in Section 301 (b)(l) of the
Federal Water Pollution Control Act (the "Act") . Section .0400 of 15NCAC23,
Section 301 (b)(1 ) of the Act and subsequent decisions of the Administrator
of the U.S. Environmental Protection Agency and Federal Courts prevent a
permit issued pursuant to 15NCAC2H, Section .0100 and Section 402 of the Act
from embodying a compliance schedule to achieve the Limitations later than
such a date.
Based upon. conferences and documentation, the Division of Environmental
Management of the Department of Natural and Economic Resources has made a
finding as shown in the Fact Sheet that the permittee cannot, despite all
reasonable best efforts, achieve the Limitations for the discharge between
the final effective date of the Permit and July 1 , 1977.
The compliance schedule contained in the Permit not withstanding, this
Agency, in the exercise of its prosecutorial discretion, will not take action
against the Permittee under O.S. 143-215.6 or Section 309 of the Act with
respect to the Permittee's failure to achieve the Limitations on and after
July 1 , 1977, until the date specified herein for the achievement of the
Limitations; provided, however that the Permittee complies with all of the
conditions contained in Attachment I (Interim Limitations) and Attachment II
(Schedule of Compliance) , and provided further, that conditions do not arise
which warrant an emergency action under G.S. 143-215.3(a) (12) or Section 504
of the Act or modification of the Permit.
The Permittee should note that this Enforcement Compliance Schedule
Letter does not preclude the initiation of an action, pursuant to Section 505
of the Act, by a third person other than the Agency to enforce the Permit's
requirements to achieve the Limitations by July 1 , 1977.

-2- {4 •;'
•
This Enforcement Compliance Schedule Letter does not constitute a waiver
with respect to or imply that the Agency will not take appropriate enforcement
action against the Permittee for its failure to: (1 ) achieve the Limitations
on and after July 1 , 1977, if the Permittee does not fully satisfy the condi-
tions set forth above; or (2) fully comply with other relevant statutory,
regulatory., permit and other legal requirements with regard to the Permittee.
Unless p'evjously revoked, the effectiveness of this Enforcement Compliance
Letter shall expire thirty (30) days after the date specified in Attachment
II for achievement of the Limitations of the Discharge.
•
Sincerely yours,
.1#41.171C."6-41-16:P44
14 E. Knight, Dire=ir Paul J. Traina, Director
Division of Environental Management Enforcement Division
N.C. Department of Natural and V.S. Environmental Protection
Economic Resources Agency, Region IV
The Permittee hereby agrees that the schedule of compliance, Attachment
II, for the achievement of the Limitations from the Discharger is reasonable
and achieveable•and the Permittee will comply with that schedule.
Permittee
ttee
By / .
•
Authorized Official

+ . ,•- : �.T F ya
• rnT 's: 2" c 9 }1
• ATTACHMENT •
I - ` . Fw^4 =ti .
to the y ,"L .,
ENFORCEMENT COMPLIANCE SCHEDULE LETTER •
,
INTERIM EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS '
During the period beginning effective date of permit and lasting until the existing Clark••Creek WWTP is abandoned
in accordance with the Schedule of Compliance contained•in Attachment II to the Enforcement Compliance Schedule
Letter, the permittee is• authorized to discharge from outfall Serial Number 001 ,
• Such discharges shall be limited and monitored by-the permittee as • specified below: • • .
' Effluent Characteristics • Discharge Limitations ' . Monitoring Requirements
' kg/day (lbs/day) Other Units (Specify, ***Measurement ** Sample * Sam!
- . Monthly Avq. Weekly_ Avg. Monthly Avg. •kekly Avg. FrequencyType Locat
Flow 1 .40 MGD Daily Continuous' I or E
BOOS 529.6(1167,6) • 662.0(1459.5) . 100 mg/1 125 mg/1 • Daily Composite I ,E,U,
NH3 as N 74.1 (163:5) 111 .2(245.2) 14 mg/1 21 mg/1 Monthly Composite I , E
TSS . - 582.6(1284.4) 715.0(1576.3) • 110.mg/1 i :135 mg/1 Daily Composite I , E
Fecal Coliform Bacteria (Geometric Mean) • 1000/100 ml 2000/100 ml• Daily Grab E, U,
Temperature **** Daily Grab E, U,
Dissolved Oxygen Daily Grab E, U,
Settleable Matter Daily ' . Grab E
Residual Chlorine • Daily Grab E
COD - - • Weekly Composite E, U.
.Total Residue - Monthly Composite 3 , E
*Sample Locations : I-Influent, E-Effluent, U-Upstream, and 0-Downstream ' . „*'kAllstream samples shall be grab
***Daily means every day on which a wastewater dischargd occurs except Saturdays , Sundays, and legal holidays . Daily stream
sampling frequency may be reduced at each' sampling station to .one (1 ) time per week except during the months of June, July,
August, dnd September, when the frequency must be no less than three (3) times per week at each sampling station.
****The temperature of the effluent' shallle such that it 'will not cause a temperature -in the receiving stream of more than
50F above ambient stream water temperature.. ' • '

neut. , ..
(continued) ` ^;" ` �' � ' -
. ATTACHMENT I .: , ' K :`,k'
to the ,�,. .,
• -ZiN
1- S
ENFORCEMENT 'COMPLIANCE SCHEDULE LETTER
• INTERIM EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning effective date of permit and lasting until Final Effluent Limits become effective
in accordance with the Schedule of Compliance contained in Attachment II to the Enforcement Compliance Schedule
Letter, the permittee is authorized to discharge from outfall Serial Number 001 .
Such discharges shall be limited and monitored by the permittee as•specified •below; '
•
• Effluent Characteristics Discharge Limitations . Monitoring Requirements
kg/day (lbs/day) Other Units (Specify • Measurement Sample Sarno
• Monthly Avq. Weekly Avg. Monthly Avg. 'Weekly Avq, Freguency Type Locati
r • .
•
•
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored daily by
grab samples at I, E, U, D. • . •
There shall be no discharge of floating solids or visible foam in other. than trace amounts, •

!IPDES
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ATTACHMENT II
.
to the
ENFORCEMENT COMPLIANCE SCHEDULE LETTER
SCHEDULE OF COMPLIANCE
� o (meet the final effluent limitations) of the New
1 , Attain operational level
Creek Wastewater Treatment plant on or before March l0, l9
Clark months as specified by NPDES Permit
2. Submit a report of progress every 9 for the construction and operation
NC 0036196, issued March 31 i977,
of the New Clark Creek Wastewater Treatment Plant. provided above.
3. Meet all the terms and conditions of the permit, except as p Schedule
4.
Meet all the terms and conditions f the Enforcement Compliance
Letter and the attachments thereto.
•
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•
.ity of Nevvton Post Office Box 550 a Newton, North Carolina 28658 a [phone]
Mayor City Manager
Loyd A.Mullinax Edward F.Musick
Aldermen Po' a ;,. 1
Wayne Dellinger . Finance Director
Thomas C.Hurley Joe B.Gabriel
Yates Martin 85°'
C.Robert Powell `City of Opportunity"
G.Sem Rowe,Sr. City Clerk
Arthur L.Saunders Rita Williams
•
July 1 , 1977 A.ES,71
wi+„ �
JUL 5 I?7I
ENGINEERING/
Mr. William C. Mills, Supervisor PERivifTS BRANCH
Permits Unit
N. C. Department of Natural & Economic Resources
P. 0. Box 27687
Raleigh, North Carolina 27611
Dear Mr. Mills: '
Please find enclosed three copies of the Enforcement Compliance Schedule
Letter - Permit Number NC0020222 returned for the' necessary signatures. Again,
let me thank you for the permit. -
Sincer
N
loll/ e � fG'�
Edward F. , usick
City Manager
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•
•
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I .
Perm. No. NC002022•
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES '
DIVISION OF ENVIRONMENTAL MANAGEMENT
•
• PERMIT . -
To Discharge Wastewater Under The NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions 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 Newton
is hereby authorized to discharge wastewater from a facility located at
the Existing Clark Creek Wastewater Treatment Plant
Catawba County
to receiving waters
Clark Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, and III hereof.
This permit shall become effective July 1 , 1977.
• This permit and the authorization to discharge shall expire at midnight
on DE ;; 11981
•
Signed this day of JUN 2 8 1917 • •
• Original Signed by
W. E. KNIGHT
W. E. Knight, Director
Division of Environmental Management
By Authority of the Environmental
Management Commission
M l & I 1 `

' Pagt. of
Perm•' No. NC 0 0 2 0 2 2 2
•
SUPPLEMENT TO PERMIT. COVER SHEET
City of Newton
•
•
is hereby authorized to:
- - 1 . Continue to operate the-existing 1 .12 MGD wastewater.treatment facility
which consists of an influent pump station, screening, a grit chamber,
lime addition, primary clarifier, primary and secondary trickling
filters, secondary clarifier, chlorination facilities, flow recorder,
anaerobic sludge digestor, and sludge drying beds located at the
Clark Creek Wastewater Treatment Plant in Catawba County (Note Part
III, Condition No._B & E of this Permit), and
• 2. Discharge from said treatment works into Clark Creek in the Catawba
River Basin, which is classified Class "C", until the New Clark
Creek Wastewater Treatment is completed.
J .
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F •
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•
•
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
•
During the period beginning on the effective date and lasting until expiration,
the permittee is authorized to discharge from outfall (s) serial number(s) 001 .
Such discharges shall be limited and monitored by the permittee as specified below: •
Effluent Characteristics Discharge Limitations • Monitoring Requirements
•
Kg/day (lbs/da ) Other Units (Specify) *** Measurement • **Sample_ * Sample
Monthly Avg Veekiy Avg. Monthly Avg. weekly 7Cvj. Frequency : Type_ Location
Flow 1 .12 MGD Daily Continuous I or E
BOD5 . 101 .7(224.2) 152.5(336.3) 24 mg/1 36rmg/1 Daily Composite I , E, U, D
NH3 as N 59.3030.8) 89.0(196.2) 14 mg/i 21 mg/1 'Monthly Composite I, E
TSS:"4'*N 127.1 (280.2) 190.7(420.3) 30 mg/1 45 mg/1 - Daily Composite I, E
Feralr Coliform (Geometric Mean) 1000/100 ml 2000/100 ml Daily Grab E, U, D
z, , ,:
Temperature **** Daily Grab E, U, D
D.: O(Minimum) 5 mg/1 Daily Grab E, U, D
•
CQD 7t� `
Weekly Composite E, U, D
Totaf1 Residue Monthly Composite I, E
Residual Chlorine Daily Grab E
Setleble Matter Daily Grab E
*Sampl-e Locations : I-Influent, E-Effluent, U-Upstream, and D-Downstream **AlI stream samples shall be grab•Cµ!vi
4**Daily means every day on which a wastewater discharge occurs except Saturdays, Sundays , and legal holidays . Daily streah.
sampling frequency may be reduced at each sampling station to one (1) time per week except during the months of June, July,
4 us, and September, when the frequency must be no less than three (3) times per week at each sampling station.
* 4The temperature of the effluent shall be such that it will not cause a temperature in the receiving stream of
z z -n•o ro-
a cu
mare, than 5 F above ambient stream water temperature.
- ;I-
.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and o 0.
shall be monitored daily by grab samples at I , E, U, D. N' =
There shall be no discharge of floating solids or visible foam in other than trace amounts. 0
o -h

• Pine 5 of
Permit No. NC 0 0-2 0 =.•
• • B. SCHEDULE OF COMPLIANCE
1 . The par;nittee shall achieve compliance with the effluent limitations •
specified for discharges in accordance with the following schedule:
Meet'fi nal effluent limitations on or before July .1 , 1977..
' • .
y
.
2. No later than 14 calendar days following a date identified in the above
schedule of compliance, the permittee shall submit either a report of
- progress or, in the case of specific actions being required by identified
dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial
actions taken, and the probability of meeting the next scheduled requirement
M4 & I4 - l Gd . 1i eiii !I r+ Rti : ,, l.., '1 ! d

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Part I
Page Of
Permit No. NC
'Act" used herein means the Federal Water Pollution Control Act, As Amended.
"OEM" used herein means the Division of Environmental Management of the
Department of Natural and Economic Resources.
"EMC" used herein means the North Carolina Environmental Management Commission.
C. MONITORING AND REPORTING
1 . Representative Sampling
Samples and measurements taken as required herein shall be representative
of the volume and nature of the monitored discharge.
2. Reporting
Monitoring results obtained during the previous month(s) shall be
summarized for each month and reported on a Monthly Monitoring Report
Form (DEM No. MR 1 .0, 1 .1 , 1 .2, and 1 .3) , postmarked no later than the
45th day following the completed reporting period.
The first report is due on . Duplicate signed copies of
these, and all other reports required herein, shall be submitted to
the following address:
Division of Environmental Management
Water Qual i :y Section
Post Office Box 27687
Raleigh, North Carolina 27611
3. Definitions
a. The monthly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected in a one-
month period. The monthly average for fecal coliform bacteria is
the geometric mean of samples collected in a one-month period.
b. The weekly average, other than for fecal coliform bacteria, is the
arithmetic mean of all the composite samples collected during a
one-week period. The weekly average for fecal coliform bacteria
is the geometric mean of samples collected in a one-week period.
c. Flow, M3/day (MGD) : The flow limit expressed in this permit is the
24 hour average flow, averaged monthly. It is determined as the
arithmetic mean of the total daily flows recorded during the calendar
month.
d. Arithmetic Mean: The arithmetic mean of any set of values is the
summation of the individual values divided by the number of individual
values.
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• • Part. 1
Page of
Permit No. NC
e. Geometric Mean: The geometric mean of any set of values is the
Nth root of the product of the individual values where N is equal
to the number of individual values. The geometric mean is equiva-
lent to the antilog of the arithmetic mean of the logarithms of
the individual values. For purposes of calculating the geometric
mean, values of zero (0) shall be considered to be one (1 ).
f. Composite Sample: A "composite sample" is any of the following:
(1 ) Not less than four influent or effluent portions collected
at regular intervals over a period of 24 hours and composited
in proportion to flow.
(2) Not less than four equal volume influent or effluent portions
collected over a period of 24 hours at intervals proportional
to the flow.
(3) An influent or effluent portion collected continuously over
a period of 24 hours at a rate proportional to the flow.
g. Grab Sample: A "grab sample" is a single influent or effluent
portion which is not a composite sample. The sample(s) shall be
collected at the period(s) most representative of the total discharge.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC
regulations published pursuant to N. C. G. S. 143-215.63 et seq, The
Water and Air Quality Reporting Act, and to regulations published pursuant
to Section 304(g) , 33 USC 1314, of the Federal Water Pollution Control Act,
As Amended, and Regulation 40 CFR 136.
5. Recording Results
For each measurement or sample taken pursuant to the requirements of
this permit, the permittee shall record the following information:
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed; and
c. The person(s) who performed the analyses.

•
PART I
•
Page of
Permit No. NC
6. Additional Monitoring by Permittee
If the permittee monitors any pollutant at the location(s) designated
herein more frequently than required by this permit, using approved
analytical methods as specified above, the results of such monitoring
shall be included in the calculation and reporting of the values required
in the Monthly Monitoring Report Form (DEM No. MR 1 .0, 1 .1 , 1 .2, and 1 .3)
Such increased frequency shall also be indicated. The DEM may require
more frequent monitoring or the monitoring of other pollutants not
required in this permit by written notification.
7. Records Retention
All records and information resulting from the monitoring activities
required by this Permit including all records of analyses performed and
calibration and maintenance of instrumentation and recordings from
continuous monitoring instrumentation shall be retained for a minimum of
three (3) years, or longer if requested by the Division of Environmental
Management or the Regional Administrator of the Environmental Protection
Agency.

•
PART II
Page of
Permit No. NC
A. MANAGEMENT REQUIREMENTS
1 . Change in Discharge
All discharges authorized herein shall be consistent with the terms and
conditions of this permit. The discharge of any pollutant identified
in this permit more frequently than or at a level in excess of that
authorized shall constitute a violation of the permit. Any anticipated
facility expansions, production increases, or process modifications which
will result in new, different, or increased discharges of pollutants must
be reported by submission of a new NPDES application or, if such changes
will not violate the effluent limitations specified in this permit, by
notice to the DEM of such changes. Following such notice, the permit
may be modified to specify and limit any pollutants not previously limited.
2. Non compliance Notification
If, for any reason, the permittee does not comply with or will be unable
to comply with any effluent limitation specified in this permit, the per-
mittee shall provide the Division of Environmental Management with the
following information, in writing, within five (5) days of becoming aware
of such condition:
a. A description of the discharge and cause of noncompliance; and
b. The period of noncompliance, including exact dates and times; or,
if not corrected; the anticipated time the noncompliance is expected
to continue, and steps being taken to reduce, eliminate and prevent
recurrence of the noncomplying discharge.
3. Facilities Operation
The permittee shall at all times maintain in good working order and
operate as efficiently as possible all treatment or control facilities
or systems installed or used by the permittee to achieve compliance with
the terms and conditions of this permit.
4. Adverse Impact
The permittee shall take all reasonable steps to minimize any adverse
impact to navigable waters resulting from noncompliance with any effluent
limitations specified in this permit, including such accelerated or
additional monitoring'as necessary to determine the nature and impact of
the noncomplying discharge. '
5. Bypassing
Any diversion from or bypass of facilities necessary to maintain compliance
with the terms and conditions of this permit is prohibited, except (i) where
M8 & I7 . , is _�

•
PART II
Page of
• Permit No. NC
unavoidable to prevent loss of life or severe property damage, or
(ii ) where excessive storm drainage or runoff would damage any facilities
necessary for complaince with the effluent limitations and prohibitions
of this permit. All permittees who have such sewer bypasses or overflows
of this discharge shall submit, not later than six months from the date
of issue of this permit, detailed data or engineering estimates which
identify:
a. The location of each sewer system bypass or overflow;
b. The frequency, duration and quantity of flow from each sewer
system bypass or overflow.
This requirement is waived where infiltration/inflow analyses are
scheduled to be performed as part of an Environmental Protection Agency
facilities planning project.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the
course of treatment or control of wastewaters shall be disposed of in
a manner such as to prevent any pollutant from such materials from
entering waters of the State or navigable waters of the United States.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards to
prevent the discharge of untreated of inadequately treated wastes
during electrical power failures either by means of alternate power
sources, standby generators or retention of inadequately treated efflu-
ent. Should the treatment works not include the above capabilities at
time of permit issuance, the permittee must furnish within six months
to the permitting authority, for approval , an implementation schedule
for their installing, or documentation demonstrating that such measures
are not necessary to prevent discharge of untreated or inadequately
treated wastes. Such documentation shall include frequency and duration
of. power failures and an estimate of retention capacity of untreated
effluent.
8. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore
or offshore physical structures or facilities or the undertaking of any
work in any navigable waters.
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Ph II
Page of
Permit No. NC
B. RESPONSIBILITIES
1 . Right of Entry
The permittee shall allow the Director of the Division of Environmental
Management, the Regional Administrator, and/or their authorized represen-
tatives, upon the presentations of credentials:
a. The enter upon the permittee's premises where an effluent source is
located or in which any records are required to be kept under the
terms and conditions of this permit; and
b. At reasonable times to have access to and copy any records required
to be kept under the terms and conditions of this permit; to inspect
any monitoring equipment or monitoring method required in this permit;
and to sample any discharge of pollutants.
2. Transfer of Ownership or Control
This permit is not transferable. In the event of any change in control
or ownership of facilities from which the authorized discharge emanates
or is contemplated, the permittee shall notify the prospective owner or
controller by letter of the existence of this permit and of the need to
obtain a permit in the name of the prospective owner. A copy of the
letter shall be forwarded to the Division of Environmental Management.
3. Availability of Reports
Except for data determined to be confidential under N. C. G. S. 143-215.
3(a) (2) or Section 308 of the Federal Act, 33 USC 1318, all reports prepared
in accordance with the terms shall be available for public inspection at the
offices of the Division of Environmental Management. As required by the Act,
effluent data shall not be considered confidential . Knowingly making any
false statement on any such report may result in the imposition of criminal
penalties as provided for in N. C. G. S. 143-215.6(b)(2) or in Section
309 of the Federal Act.
4. Permit Modification
After notice and opportunity for a hearing pursuant to N. C. G. S. 143-
215.1 (b) (2) and G. S. 1.43-215.1 (e) respectively, this permit may be
modified, suspended, or revoked in whole or in part during its term for
cause including, but not limited to, the following:
a. Violation of any terms or conditions of this permit;
b. Obtaining this permit by misrepresentation or failure to disclose
fully all relevant facts; or
c. A change in any condition that requires either a temporary or
permanent reduction or elimination of the authorized discharge.

•
PART II
• Page of
Permit No. NC
5. Toxic Pollutants
Notwithstanding Part II , B-4 above, if a toxic effluent standard or
prohibition (including any schedule of compliance specified in such
effluent standard or prohibition) is established under Section 307(a)
of the Act for a toxic pollutant which is present in the discharge and
such standard or prohibition is more stringent than any limitation for
such pollutant in this permit, this permit shall be revised or modified
in accordance with the toxic effluent standard or prohibition and the
permittee so notified.
6. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II , A-5)
and "Power Failures" (Part II , A-7) , nothing in this permit shall be
construed to relieve the permittee from civil or criminal penalties for
noncompliance pursuant to N. C. G. S. 143-215.6 or Section 309 of the
Federal Act, 33 USC 1319.
7. 0i1 and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution
of any legal action or relieve the permittee from any responsibilities ,
liabilities, or penalties to which the permittee is or may be subject
under N. C. G. S. 143-215.75 et seq. or Section 311 of the Federal Act,
33 USC 1321 .
8. Property Rights
The issuance of this permit does not convey any property rights in either
real or personal property, or any exclusive privileges , nor does it
authorize any injury to private property or any invasion of personal
rights, nor any infringement of Federal ,State or local laws or regulations.
9. Severability
The provisionseof this permit are severable, and if any provision of this
permit, or the application of any provision of this permit to any circum-
stance, is held invalid, the application of such provision to other cir-
cumstances, and the remainder of this permit shall not be affected thereby.
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M 1 I & I l 0 ,� .4 IJ '� �� ��— u '��.s' - -f 'ate
T,.

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PART II
Page of
Permit No. NC
10. Expiration of Permit •
Permittee is not authorized to discharge after the expiration date.
In order to receive authorization to discharge beyond the expiration
date, the permittee shall submit such information, forms, and fees as
are required by the agency authorized to issue permits no later than
180 days prior to the expiration date. Any discharge without a permit
after the expiration will subject the permittee to enforcement proce-
dures 'as provided in N. C. G. S. 143-215.6, and 33 USC 1251 et seq.
11 . Industrial Pretreatment Standards
Permittee shall require any industrial dischargers into the permitted
system to meet Federal Pretreatment Standards (40 CFR, Part 128)
promulgated in response to Section 307(b) of the Act. The permittee
shall provide semi-annual reports to the permitting agency regarding the
pre-treatment requirements which have been imposed on each major contri-
buting industry and the results achieved therefrom. Other information
may be needed regarding new industrial discharges and this will be
requested from the permittee after the permitting agency has received
notice of the new industrial discharge.
A major contributing industry is one that: (1 ) has a flow of 50,000
gallons or more per average work day; (b) has a flow greater than five
percent of the flow carried by the municipal system receiving the waste;
(c) has in its waste a toxic pollutant in toxic amounts as defined in
standards issued under Section 307(a) of the Act; (d) has significant
impact either singly or in combination with other contributing industries,
on the treatment works or the quality of its effluent.
Any change in the definition of a major contributing industry as a
result of promulgations in response to Section 307 of the Act shall
become a part of this Permit.
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• •
PART III
Page of
Permit No. NC
PART III OTHER REQUIREMENTS
A. Requirements for Effluent Limitations on Pollutants Attributable to
Industrial Users
1. Effluent limitations from this discharger are listed in Part I of this
permit. It is apparent that other pollutants attributable to inputs
from major contributing industries using the municipal system may also be
' present in the permittee`s discharge. At such time as sufficient infor-
mation becomes available to establish limitations for such pollutants,
this permit may be revised to specify effluent limitations for any or
all of such other pollutants in accordance with best practicable technology
or water quality standards.
2. Under no circumstances shall the permittee allow introduction of the following
wastes into the waste treatment system:
a. Wastes which create a fire or explosion hazard in the treatment works.
b. Wsstes which will cause corrosive structural damage to treatment works.
c. Solid or viscous substances in amounts which cause obstructions to the
flow in sewers or interference with the proper operation of the treatment
works.
d. Wastewaters at a flow rate and/or pollutant discharge rate which is
excessive over relatively short time periods so as to cause a loss of
treatment efficiency.
3. With regard to the effluent requirements listed in Part I of this permit,
it may be necessary for the permittee to supplement the requirements of the
Federal Pretreatment Standards (40 CFR, Part 128) to ensure compliance by
the permittee with all applicable effluent limitations. Such actions by
the permittee may be necessary regarding some or all of the major contri-
buting industries discharging to the municipal system.
The permittee shall require each major contributing industry subject to
pre-treatment standards or any other applicable requirements promulgated
pursuant to Section 307 of the Act to submit to the permittee periodic
notice (at intervals not to exceed 9 months) regarding specific actions taken
to achieve full compliance with the requirements of Section 307. Starting
on the permittee shall submit semi-annually to the permit
issuf -aut1o1 fly a report summarizing the progress of all known major con-
tributing industries subject to the requirements of Section 307 towards full
compliance with such requirements. Such report shall include at least the
following information:

•
PART III
Page of
Permit No. NC
a. A narrative summary of actions taken by the permittee to ensure
that all major contributing industries comply with the requirements
of Section 307.
b. The number of major contributing industries using the treatment
works , divided into SIC group categories.
c. The number of major contributing industries in full compliance
with the requirements of Section 307, or not subject to these
requirements (e.g. , discharge only compatible pollutants).
d. A list identifying by name those major contributing industries
•
presently in violation of the requirements of Section 307.
4. Immediately upon issuance of this permit, the permittee shall establish
and implement a procedure to obtain from all major contributing indus-
tries specific information on the quality and quantity of effluents intro-
duced by such industrial users. The following information shall be
reported to the permitting agency on a quarterly basis beginning
JUL1 ; quarterly reports reflecting no change from the previous quarter
malt' g7iply relate this fact, without submitting repetitive data.
a. Section IV, Standard Form A shall be completed and submitted for
each major contributing industry.
b. Information on the municipal facility as a whole is to be reported
on the monthly Monitoring Report Form (DEM - No. MR 1 .0, 1 .1 , 1 .2, and
1 .3).
Once the specific nature of industrial contributions has been identified,
data collection and reporting requirements may be levied for other
parameters in addition to those included on Form (DEM No. 1 .0, 1 .1 ,
1 .2, and 1 .3).
5. Based on the information regarding industrial inputs reported by the
permittee pursuant to the preceding paragraph, the permittee will be
notified by the permitting authority of the availability of industrial
effluent guidelines on which to calculate allowable inputs of incompatible
pollutants based on BPT for each industry group. Copies of guidelines
will be provided as appropriate. Not later than 120 days following
receipt of this information, the permittee shall submit to the permitting
authority calculations' reflecting allowable inputs from each major con-
tributing industry. The permittee shall also require all such major
contributing industries to implement necessary pre-treatment requirements
(as provided for in 40 CFR, Part 128), providing the permitting authority
with notifications of specific actions taken in this regard. At that time,
the permit may be amended to reflect the municipal facility's effluent
requirements for incompatible pollutants. •
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AT - I I I
Page of
Permit No. NC •
0 02 022
B. Previous Permits
All previous State water quality permits issued to this facility,
whether for construction or operation or discharge, are hereby revoked
by issuance of this permit. The conditions, requirements , terms, and
• provisions of this permit authorizing discharge- under the National
Pollutant Discharge Elimination System governs discharges from this
facility.
•
C. Construction
No construction of wastewater treatment facilities or additions thereto
shall be begun until Final Plans and Specifications have been submitted
to the Division of Environmental Management and written approval and
Authorization to Construct has been issued. If no objections to Final
Plans and Specifications has been made by the DEM after 30 days following
receipt of the plans or issuance of this permit, whichever is latter, the
plans may be considered approved and construction authorized.
D. Certified Operator
Pursuant to Chapter 90A of North Carolina General Statutes, the permittee
shall employ a certified wastewater treatment plant operator in responsible
charge of the wastewater treatment facilities. Such operator must hold a
certification of the grade equivalent to the classification assigned to
the wastewater treatment facilities.
E. No new sewerage connections, extensions , or increases in industrial flows
shall be made to the existing wastewater-.system without the prior.written
consent of the Division of Environmental Management.
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STAFF REPORT AND RECOMMENDATIONS
Part I - INSPECTION OF EXISTING WASTEWATER TREATMENT PLANT SITE
1 . Place visited: City of Newton
Existing Clark Creek Wastewater Treatment Plant
Catawba County
2. Date: March 23, 1977
3. By: B. Keith Overcash 4 V-
4. Person contacted: Dwight Wilson, Wastewater Treatment Plant Operator
5. Directions to site: Take S. R. 2014 off of U. S. 321 south of Newton
for approximately one mile, turn left onto same paved road and proceed
to end of the road.
6. The bearing and distance to the existing point of effluent discharge
is: Approximately 100 feet east of the existing treatment plant at
Longitude 810 13' 50" and Latitude 350 37' 35".
7. Size: 5 acres.
8. Topography: Rolling, 5-10% slopes.
9. Location of nearest dwelling: None within 1000 feet.
• 10. Receiving Stream: Clark Creek
a) Classification: "C" Effective Date: 9/1/74
b) Elevation: 815' Drainage Area: 30.1 sq. mi.
c) Minimum 7-Day, 10-Year discharge at site: 7.5 cfs
d) Usage: Fishing, boating, wading or any other usage except for
bathing or as a source of water supply for drinking, culinary,
or food-processing purposes.
Part II - DESCRIPTION OF EXISTING TREATMENT WORKS
The existing wastewater treatment facility is a 1 .12 MGD trickling filter
type consisting of an influent pump station, screening, a grit chamber,
primary clarifier, primary and secondary high rate trickling filters,
secondary clarifier, chlorination facilities, flow recorder, sludge drying
beds, an anaerobic sludge digestor, and lime addition to aid in settling
of solids.
The existing treatment plant is hydraulically and biologically overloaded.
The average flow to the plant is approximately 1 .4 MOD and approximately
65% of the flow is industrial wastes consisting of textile dye waste,
finishing wastes and bleaching wastes. Self monitoring reports for the
period of March, 1976 through February, 1977 indicate that the plant is
producing an effluent with an average BOD5 of approximately 92 mg/1 ,
an average TSS of approximately 106 mg/1 and an average TKN of approximately
13 mg/1. .
` r _ ,,

• euge Two
The City of Newton is in the process of beginning construction on a new
5.0 MGD activated sludge wastewater treatment facility which will be
completed around March, 1979. The new plant will be located adjacent to
the site of the existing treatment plant.
Part III - EVALUATION AND RECOMMENDATIONS
The existing facilities are totally inadequate; however, the City of Newton
will begin construction on a new wastewater treatment plant in the near
future and the existing facilities will be abandoned upon completion of
the new facility. Therefore, it is recommended that a permit be issued
for the continued operation of the existing facilities which contains the
following final effluent limitations:
Parameter Limitations
Flow 1 .12 MGD
BOD5 24 mg/1
TSS 30 mg/1
NH3 as N 14 mg/1
Fecal Coliform Bacteria (Beometric Mean) 1000/100 ml
Dissolved Oxygen (Minimum) 5 mg/1
pH 6-9 S.U.
The above set of final effluent limitations was derived from an earlier
waste load allocation received from our Technical Services Branch for this
facility. The Enforcement Compliance Schedule Letter will establish a
set of Iimitations which the existing facility can meet until it is
abandoned after completion of the New Clark Creek Wastewater Treatment
Plant. The above limitations shall become effective on July 1 , 1977,
and shall be enforceable if the City of Newton does not comply with the
time schedule included in the Enforcement Compliance Schedule Letter.
The following set of limitations should be included in the Enforcement
Compliance Schedule Letter for the existing facility:
Parameter Limitations
Flow 1 .40 MGD
BOD5 100 mg/1
NH3 as N 14 mg/1
TSS 110 mg/1
Fecal Coliform Bacteria (Geometric Mean) 1000/100 ml
pH 6-9 s.u.
The Permit should include the following special condition:
No new sewerage connections, extensions, or increases in industrial flows
shall be made to the existing wastewater collection system without the
prior written consent of the Division of Environmental Management.
•

•
•
NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ENVIRONMENTAL MANAGEMENT COMMISSION
FACT SHEET
APPLICATION FOR
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
PERMIT TO DISCHARGE TREATED WASTEWATER
Application No. NC 0020222 Date: April 18, 1977
1 . SYNOPSIS OF APPLICATION
a. Name and Address of Applicant
City of Newton
Post Office Box 550
Newton, North Carolina 28658
b. Description of Applicant's Operation
The operation of a municipally-owned wastewater treatment facility
serving the City of Newton and its environs.
c. Nature of Wastewater
Domestic and Industrial including textile dye waste, finishing waste,
and bleaching waste.
d. Applicant's Receiving Waters
Clark Creek in the Catawba River Basin; Classified "C", suitable for
fishing, boating, wading, and any other usage except for bathing or
as a source of water supply for drinking, culinary, or food-processing
purposes; the 7-Day, 10-Year low flow at the site is 7.5 cfs.
e. Description of Existing Pollution Abatement Facilities
The existing wastewater treatment facility is a 1 .12 MGD trickling
filter type consisting of an influent pump station, screening, a grit
chamber, primary clarifier, primary and secondary trickling filters,
secondary clarifier, chlorination facilities , flow recorder, sludge
drying beds, an anaerobic digestor, and lime addition to aid in settling
of solids.
f. Description of Discharges (as reported by applicant)
The following data was compiled from self-monitoring reports submitted
by the applicant from March, 1976 through February, 1977.
�1 pi 1
1
•
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•
Page Two
Pollutants which are present in significant quantities or which are
subject to effluent limitation are as follows :
Effluent Characteristic Reported Load
(Specify Units)
Average Maximum
Flow 1 .40 MGD 1 .60 MGD
BODE 92 mg/1 122 mg/1
TKN 13 mg/1 16.7 mg/1
TSS 106 mg/1 197 mg/1
2A. PROPOSED INTERIM EFFLUENT LIMITATIONS
The following effluent limitations will be included in the Enforcement
Compliance Schedule Letter.
Effluent Characteristic Discharge Limitation
kg/day(lbs/day) Other Limitatio'
Monthly Weekly (Specify Units)
Average Average Monthly Week1:
Average Avera,
Flow 1 .40 MGD •
80D5 529.6(1167.6) 662.0(1459.5) 100 mg/1 125 m
NH3 as N 74.1 (163.5) 111 .2(245.2) 14 mg/1 21 m
TSS 582.6(1284.4) 715.0(1576.3) 110 mg/1 135 m
Fecal Coliform Bacteria 1000/100 ml 2000/100
(Geometric Mean)
pH 6 - 9 s.u.
Temperature 90/A5°F
2B. PROPOSED FINAL EFFLUENT LIMITATIONS
The following final effluent limitations will be included in the new NPDES
Permit and will become effective on July 1 , 1977. The final limitations
will become enforceable if the City does not comply with the Enfocement
Compliance Schedule Letter.
Effluent Characteristic - Discharge Limitation
kg/day(lbs/day) Other Limitatio
Monthly Weekly (Specify Units)
Average Average Monthly Week1
Average Avera
Flow 1 .12 MGD
BOD5 101 .7(224.2) 152.5(336.3) 24 mg/1 36 mg
NH3 as N 59.3(130.8) 89.0(196.2) 14 mg/1 21 mg,

The Division of Environmental Management proposes to issue an NPDES
permit to this applicant subject to 'the effluent limitations and special
conditions outlined above. These determinations are tentative.
I ,
Interested persons are invited to submit written comments on the permit
application or on the Division of Environmental Management's proposed
determinations to the following address:
II • , en, n\iy
»...__

•
gage Three
Effluent Characteristic Discharge Limitation
kg/day(lbs/day) Other Limitations
Monthly Weekly (Specify Units)
Average Average Monthly Weekly
Average Average
TSS 127.1 (280.2) 190.7(420.3) 30 mg/1 45 mg/1
Fecal Coliform Bacteria 1000/100 ml 2000/100 ml
(Geometric Mean)
Dissolved Oxygen in Effluent 5 mg/1
(Minimum)
pH 6 - 9 s.u.
Temperature 90/A5°F
3. MONITORING REQUIREMENTS
The applicant will be required to monitor regularly for flow and those
parameters limited in Section 2 above with sufficient frequency to insure
compliance with the permit conditions. Frequency, methods of sampling,
and reporting dates will be specified in the final permit.
4. PROPOSED COMPLIANCE SCHEDULE FOR ATTAINING EFFLUENT LIMITATIONS
The existing Newton Clark Creek Wastewater Treatment Plant will be abandoned
upon completion of the new Clark Creek Wastewater Treatment Plant in
March, 1979.
5. PROPOSED SPECIAL CONDITIONS WHICH WILL HAVE A SIGNIFICANT IMPACT ON THE
DISCHARGE
No new sewerage connections, extensions, or increases in industrial flows
shall be made to the existing wastewater collection system without the
prior written consent of the Division of Environmental Management.
6. WATER QUALITY STANDARDS AND EFFLUENT STANDARDS APPLIED TO THE DISCHARGE
Effluent limitations are based on best practicable control technology
currently available and will meet State and Federal water quality
standards of Class "C" waters.
7. PROCEDURES FOR THE FORMULATION OF FINAL DETERMINATIONS
a. Comment Period
The Division of Environmental Management proposes to issue an NPDES
permit to this applicant subject to the effluent limitations and special
conditions outlined above. These determinations are tentative.
Interested persons are invited to submit written comments on the permit
application or on the Division of Environmental Management's proposed
determinations to the following address :

. Page Four
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
POST OFFICE BOX 27687
RALEIGH, NORTH CAROLINA 27611
All comments received prior to will be considered in the
formulation of final determinations with regard to this application.
b. Public Hearing
The Director of the Division of Environmental Management may hold a public
hearing if there is a significant degree of public interest in a propos ed
permit or group of permits. Public notice of such a hearing will be
circulated in newspapers in the geographical area of the discharge and to
those on the Division of Environmental Management's mailing list at least
thirty days prior to the hearing.
Following the public hearing, the Director of the Division of Environmental
Management may make such modifications in the terms and conditions of the
proposed permit as may be appropriate and shall issue or deny the permit.
Notice of issuance or denial will be circulated to those who participated
in the hearing and to appropriate persons on the Division of Environmental
Management's mailing list.
If the permit is issued, it will become effective 30 days following
date of issuance and will be the final action of the Division of Environmental
Management unless an appeal hearing is granted.
c. Appeal Hearings
An applicant whose permit is denied, or is granted subject to conditions
he deems unacceptable, shall have the right to a hearing before the
Commission upon making written demand to the Director within 30 days
following notice of final decision to deny or grant the permit.
d. Issuance of the Permit When No Hearings Are Held
If no public hearing or appeal hearing is held, and after review of the
comments received, the Division of Environmental Management's determinations
are substantially unchanged, the permit will issue and become effective
immediately. This will be the final action of the Division of Environ-
mental Management.
If no hearings are held, but there have been substantial changes , public
notice of the Division of Environmental Management's revised determinations
will be made. Following a 30-day comment period, the permit Will issue and
become effective immediately and will be the final action of the Division
of Environmental Management, unless a public ,or appeal hearing is granted.

, • �, e' i' - r .1 ,S, f y q,
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' NORTH CAROLINA DEPT. OF NATURAL & ECONOMIC RESOURCES
Ilk ENVIRONMENTAL MANAGEMENT COMMISSION
fokf; NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
r' NUMBER
• ' ' APPLICATION FOR PERMIT TO DISCHARGE - SHORT FORM A APPLICATION N
FOR dick) (01,2 (6 {-21aC:=
To be filed only by municipal wastewater dischargers AGENCY/iv
AGE • DATE RECEIVED
YEAR MO. DAY
Do not attempt to complete this form before reading•the•eccompanying instructions
Please print or type
1. Name of organization responsible for facility City of Newton
2. Address, location.a rke and
Creek Trmber of to it lity producing discharge:
CA. Name
B. Mailing address: P. 0. Box 550
1. Street address• Catawba
•z. city Newton;. • • • ' . • 3. County
4. State N. C. - 5. ZIP 2R658
•
C. Location:
1. Street S. R. #2014
Newton 3. County, Catawba
2. city N. C.
4. State -1
D. Telephone No, 704 - 464-5014 1' `` p 1:.;, 0.
Area 11 b r` 3�'t
Code ���
If all your waste is discharged into a publicly owned waste treatment facility and
to the best of your knowledge you are not required to obtain a discharge permit,
proceed to item 3. Otherwise proceed directly to item 4, if;P; :A.St ',' 7
(i1. r
3. If you meet the condition stated above, check here o and supp• ly the information
asked for below. After completing these items, please complete the date, title, and
signature blocks below and return this form to the proper reviewing office without
completing the remainder of the form.
A. Name of organization responsible for receiving waste
B. Facility receiving waste:
1. Name ,
2. Street address
• 4. County
3. City 6. SIP
5. State
4. Type of treatment;
A,❑None B.O Primary C.❑ Intermediate D.12 Secondary E.❑Advanced •
5. Design flow (average daily) of facilityl....Mmgd.
6. Percent BOD removal (actual):
A.❑ 0-29.9 B,6 30-64.9 C.o 65-84.9 D.a 85-Y4.9 E.r 95 or more
7. Population served:
A.0 1-199 6.0 200-499 C.❑500-999 D.❑ 1,000-4,999
E.0I5,000-9,999 F.❑ 10,000 or more
8. Number-of separate discharge points:
A.(31 B.❑2 C.o3 D.❑4 E.05 F.06 or more .

I
4 -
a �a. y .
9. Description of waste water discharged to surface waters only (check as applicable). .
•
1 ��
I Flow, MGD (million gallons per operating day) Volume treated before
discharging (percent)
Discharge per
operating day 0_ 10.01- 0.05- I 0.1- 0.5- 1.0- I 5 or None 0.1- 35- 65- ! 95-
0.0099f 0.0d9 0.099 1 0.49 0.99 4.9 more 34.9 64.9 94.9 r 100
(I ) 1 (2) (3) (4) (5) (6) ! (7) (8) (9) (10) (11) 1 (12)
A. Average ! 1 I X
• B. Maximum L • x _X
•
10. If any waste water, treated or untreated, is discharged to places other than
surface waters, check below en applicable. - *1
+___^ 1 F1'ow, MGD (million gallons per operating day)
ua::te water is 1 0-0.0099 0.01-O.0d9 0.05-0,099' 0.1-0.49 1 0.5-0.99 1.0-4.9 , or r�1rc
discharged `.o 1 1
1 1i) (2) (3) (4) ! (6) } (6) I (7)
A. Deep well •
1
B. Evaporation lagoon i 1________ ____ _
C. Subsurface percolation system I .4 [ i
D. Other, specify: i I i
1
11. P. any sludge ultimately returned to a waterway?
As.,:yes a.al no
12. a. Do iou receive industrial waste?
! yes 2.C1 no
b. If yes, enter approximate number of industrial dischargers into system 62%
13. Type of collection sewer system:
AJO Senar•ate sanitary
il,u Combined sanitary and storm
C.❑Both separate and combined sewer systems •
14. Name of receiving water or waters Clarke Creek ___
15. Does your discharge contain or is it possible for your discharge to contain
one or more of the following substances: ammonia, cyanide, aluminum, beryllium,
cadmium, chromium, copper, lead, mercury, nickel, selenium, zinc, phenols.
A. yes B.o no
I certify that I am familiar with the information contained in the application and
that to the hest of my knowledge and belief such information is true, complete, and
accurate.
Edward F. Musick
Printed Name of Person.5igning
City Manager
Title
_ Marchlll , 1977 ' .
Date Aoplicatinn 5,,1
I. ' 1 : nature of Appl i ant
h
North Carolina General Statute'I43-- 15.5(b) (2) provides that: Any person wha knowingly makes
Ony,,false statement representation, or certification in any application, record, report, plan,
Eor .other document files or required to be maintained-under Article 21 or regulations of the
nvironmental Management Commission implementing that Article, or who falsifies, tampers with,
or knavly renders inaccurate any recording or monitoring device or.method required to be
operated or maintained under Article 21 or regulations of the Environmental Management Commissl
implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed
510,00n, or by imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provi
a punishment by a fine of not more than $10,000 or imprisonment not more than 5 years, or both,
:nrr- � ,.4..i1 f ar nFfnricn 1

•
•
City of Newton Post Office Box 550 o Newton, North Carolina 28658 0 [phone]
Mayor
Loyd`A.Mullinax City Manager
Edward F. Musick
Alderman
U f r • °
Wayne Dellinger �� [
A.Hair Fox Finance Director
'Thomas C.Hurley MO Joe B. Gabriel
Yates Martin "City of Opportunity"
C. Robert Powell City Clerk
G.Sam Rowe,Sr, Rita Williams
March 11 , 1977
Mr. D. Rex Gleason
Regional Engineer
N. C. Department of Natural & Economic Resources
1119 N. Main Street
Mooresville, North Carolina 28115
NPDES Permit NC 0020222
Clark Creek Wastewater
Treatment Plant
City of Newton
Catawba County
Dear Mr. Gleason:
Please find enclosed two copies of an NPDES Permit Application as
requested in your letter of March 8, 1977. If further information is
needed, please let us know.
Sincerel-
e
E ward F. Musick
City Manager
em/rw
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EFFLUENT LIM1IATIONS * �.
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DISCHARGER - RECEIVING STREAM cfs MGD mg/1 mg/1 mg/1 mg/1 4C ft/mi mg/i ml aF SU
Proposed Henry Fork MP gene
Fork (combines Hickory �, Longview) CTB35 C 23 6 60 16 11 5 24 3.8 ` 30 200 90/5 6-9 B
r
Proposed Like Hickory I TP - Falling C7'B3' C 0.8 5 <10 5 A 2 5 29 - 30 200 84/5 6-9 B,A
Creek Discharge (existing site) o b r 6 <10 5 2 5 29 33 200 84/5 6-9 B,h
Proposed Lake Hickory 1TP - Lake CTD3 AII-B 40* 5 29 13 4 5 29 30 . ; 200 : 84/5 Y 6-9 A
Hickory Discharge 04DTE: these " „ " 6 25 9 4 5 30� 200 84/5 6-9 A
_ �.
basedlimits are I
that the outfall be located aut IIIIIIIIIIMIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
into the center of stream flow of 111111111111 IIIIMIIIIIMIIIIIIIIIIIIIIIIIIIIII
Lake Hickory, not along its edge IIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIII
Falling Creek) IMIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII
Proposed Clark Creek WI? @ SR 2014 C1T3` 42 18 6 6 23 30 200 90/5IIIIIIIIIIIIMIIMIIIMIIIIIIMIIIIIIIIIIIINIIIIIIIIIIMIIIIIII
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