NC0077861_Regional Office Historical File Pre 2018

Re: two permits to be deleted
Subject: Re: two permits to be deleted
Date: Wed, 03 Nov 1999 10:3748 -0500
From: Robert Farmer <[e-mail]>
To: Charles Weaver <charles;weaver@ncmailmet>,
Dwight Lancaster <[e-mail]>,
Candice Johnson <[e-mail]>, Rex Gleason <Rex:Gleason
Fran McPherson <[e-mail]>
Sorry to take so long on this, but we don't have a good handle on how to
void permits, when tnepermitteeLTILt, bcontacted. This E-Mail only
concerns D.W. Nelson NC0077861- iredell County.k
Per Charles, myself and G T Chen (MRO) I am going to allow this permit to
expire & delete NC0077861 from our computer systems. The permit expired
7/31/99, we received no payment of their 1999 annual fees and we cannot
make contact with the permittee - from theinformation we have available.
They never applied to renew it, and the faciluty was never contructed, and
city sewer is now available for this. facility, if it. is ever built, in the
future.
Please remove their information from your records. A copy of this E -
mail should be put into your record files, to indicate what we have done.
Robert Farmer
Charles Weaver wrote:
> Robert, I've received the following info from the regions:
> 1C0077861 was never constructed per G.T. Chen, It can be deleted from
> the system.
>
> NC0073164 has tied into the Town af Wentwortns collection system per
> David Russell. It can be deleted.
> CHW
1 of 1 11/3/99 1.0:44 AM.

, State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., RE., Director
December 13, 1994
Mr. D. Wayne Nelson
Route 8, Box 585A
Mooresville, NC 28115
NCDEPT. Oir
ENVIRONMENT, HEALTH,
6i NATURAL RESOURCES
DEC j. 5 1994
DIVISION OF ENVIRONMENTA,L ,'4ANAGEMILIET
MOORESVILLE REGIONAL OFHCE
Subject: Permit No. Ne0077861
D. W. Nelson & Associates
Iredell County
Dear Mr. Nelson.:
In accordance with your application for discharge permit received on January 24, 1994,
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 (3(J) 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 11, E.4. 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 concerning this permit, please contact Susan Robson at
telephone number 919/733-5083.
Sincerely,
Original Signed By
DayicLA. Goadrich
. Freston Howard, Jr., P. E.
cc: Mr. Jim Patrick, EPA
Mooresville Regional Office
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Pertrtit No. NC0077861
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,
D. W. Nelson and Associates
is hereby authorized to discharge wastewater from a facility located at
Residential Subdivision
US Highway 21/NC Highway 115
South of Statesville
Iredell County
to receiving waters designated as Weathers Creek in the Yadkin -Pee Dee River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth
Parts I, II, and III hereof.
This permit shall become effective January 1, 1995
This permit and the authorization to discharge shall expire at midnight on July 31, 1999
Signed this day December 13, 1994
Original Signed By
David A. Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

hereby authorized 1
Permit No. NC0077861
SUPPL 1 TO PE COVER
D. .Nelson and Associates
Enter into a con ct for cons elicit of awastewater treatmeri
2. Make outlet into Weat rs C k, ar
After receiverg an. Authorization to Construct from the Division of Environmental
Management, construct and operate a 0.025 MOD wastewater ment facility located at
Residential Subdivision, US Highway 21/NC Highway 115, South of Statesville,
Iredell County Part III of this Permit), and
Discharge from said at. ent works at location specified on the a ched map into
Weathers Creek which is classified class C waters in the Ya in:-P River Basin.

A. (). EI LUENT LIMITATIONS AND MONITORING REQQUIREMENTS SUMMER (April 1 - October 31) Permit No. NC0077861
During the period beginning on the effective date of the permit and lasting until expiration or until expansion above 0.025 MGD, the Perm 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
Flow
BOD, 5 day, 20°C
Total Suspended Residue
NH3 as N
Dissolved Oxygen
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Conductivity
Piscitarge Limitations
Monthly Avg. Weekly Avg. Daily
0.025 NIGtO
30.0 mg/I
30.0 mg/I
6.0 mg/I
200.0 /100 ml
Continuous
45.0 mg/I Weekly
45,0 mg/I Weekly
Weekly
Weekly
400.0 /100 ml Weekly
28.0 Ng/l 2/Week
Weekly
Quarterly
Quarterly
Weekly
Recording I or E
Composite
Composite E
Composite E
Grab E, U, D
Grab E,U,D
Grab E
Grab E, U, D
Composite E
Composite E
Grab U, D
Sample locations: E - Effluent, I - Influent, U - Upstream 100 feet, D - Downstream @ NCSR 2390 bridge
The pH shall not be less that 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly 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 T i 1 REQUIREMENTS R (April 1 Octo 1) Pomit No NC0077861
During the period beginningon the effective date of the permit and lasting until expiration or until expansion above OE0 , the Permi
authorized to discharge from utf .11(s serial number 001. (Continued)
11 nd rease
MBAS
recent:
Mea rn nt Sample
Mentnly Avg "4 ' kLv Avg, elty aX Frequency Type Ld cads
30.0 mll 60.0 m/l Weekly ; Grab
3.4 vnll Weekly Grab

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NC0077861.
During the period beginning on the effective date of the permit and lasting until expiration or until expansion above 0.025 MGD, 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 pfscharge Limltatlons
Flow
BOD, 5 day, 20°C
Total Suspended Residue
NH3 as N
Dissolved Oxygen
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Conductivity
Mess reme t Sant le 'Sample
Monthly . Avg. Weekly . Avg, Daily Max Frequency Location
0.025 PVK3D Continuous Recording I or E
30.0 mg/1 45.0 mg/I Weekly Composite E
30.0 mg/I 45.0 mg/1 Weekly Composite E
16.0 mg/I Weekly Composite E
Weekly Grab E, U, D
200.0 /100 ml 400.0 /100 ml Weekly Grab E,U,D
28.0 ug/1 2/Week Grab E
Weekly Grab E, U, D
Quarterly Composite E
Quarterly Composite E
Weekly Grab U, D
* Sample locations: E - Effluent, I - Influent, U - Upstream 100 feet, D - Downstream @ NCSR 2390 bridge
The pH shall not be less that 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

UENT LIMITATIONS AND MONITORING x I IR - I. (November 1 arch 31) Permit No. NC
During the period beginning n the effective date of the permit and lasting until expiration or until expansion above 0.025 MOD,the Pere
authorized to discharge from outfall(s) serial number 001. (Continued)
luent Character ltics
Ott and Gr
MBAS
DIcharge_
Units spo
Monthly ; Avg.
30.0 mg/l
ans
Weakly Avg, Pally _ ax
60.0 rug/l
3.4 rug/I
snit ring Reptilrernonts
equ
kly
ekly
ant
PIS
Type
Grab
Grab
ple
LoacatIon
11

A. ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No, NC0077861
During the period beginning upon expansion above 0.025 MGD and lasting until expansion above 0.050 MGD or 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. Ch cteisttcs Discharge Limitations
Monthly Avg,
Flow 0.05E MGD
BOD, 5 day, 20°C 30.0 mg/I
Total Suspended Residue 30.0 mg/I
NH3asN 3.0 mg/I
Dissolved Oxygen**
Fecal Coliform (geometric mean) 200.0 /100 m1
Total Residual Chlorine
Temperature
Conductivity
Total Nitrogen (NO2+N©3+TKN)
Total Phosphorus
* Sample locations: E - Effluen
Weekly Avg,
Daily Max
45.0 mg/I
45.0 mg/I
400.0 /100 ml
28,0 µg/I
ful nitoring
Mtasurernent
Frequency
Continuous
Weekly
Weekly
Weekly
Weekly
Weekly
2/Week
Weekly
Weekly
Quarterly
Quarterly
I - Influent, U - Upstream 100 feet, D - Downstream @ NCSR 2390 bridge
Requirements
Sample
Type
Recording
Composite
Composite
Composite
Grab
Grab
Grab
Grab
Grab
Composite
Composite E
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/1.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
*Sample
Location
I or E
E.
E.
E.
E, U, D
E,U,D
E
E,U,D
U, D
E
e effluent by grab

A. ( ). UENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April I - October 31) Permit No, NC0077861
During the period beginning upon expansion above 0.025 MGD and lasting until expansion above 0.050 MGD or until expiration, the Permittee
is authorized to discharge from oittfall(s) serial number 001. (Continued)
Oil and Grease
MBAS
Monthly Avgt
30,0 nigil
Discharge 1.1mitaticris
t if
Weekly Avq,
60.0 mgli
2.0 mgfl Weekly
Moriltoring
Measurement
frequency
Weekly
Requirements
Sample
Type
Grab
Grab
Locatlort

A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 March 31) Permit No. NC0077861
During the period beginning upon expansion above 0,025 MGD and lasting until expansion above 0.050 MGD or until 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 Character) CS
Flow
BOD, 5 day, 20°C
Total Suspended Residue
NH3 as N
Dissolved Oxygen**
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Conductivity
Total Nitrogen (NO2+NO3+TKN)
Total Phosphorus
Discharge LImllations Monitoring Requlrents
Measureme $ample 'Semple
Monthly Avg,, Weekly Avg, Daily Max Frequency Tone Location
0.050 MGD Continuous Recording I or E
30.0 mg/I 45.0 mg/I Weekly Composite E
30.0 mg/I 45.0 mg/I Weekly Composite E
9.0 m g f l Weekly Composite E
Weekly Grab E, U,
200.0 /100 ml 400.0 /100 ml Weekly Grab E,U,D
28.0 µg/I 2/Week Grab E
Weekly Grab E,U,D
Weekly Grab U, D
Quarterly Composite E
Quarterly Composite E
* Sample locations: E - Effluent, I - Influent, U - Upstream 100 feet, D - Downstream @ NCSR 2390 bridge
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/1,
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

(. EFFLUENT LIMITATIONS AND O ORING REQUIREMENTS WI R (November I - March 1) Permit No, NC0077861
During the Nriod beginning upon expansion above 0,025and lasting until expansion above 0.050 MGD or until expiration, the Perm
is authorized to discharge from nutf l(s) serial number 001. (Continued)
°sl and Grease
MBAS
Discharg to
Monthly'- Avg;
30.0 mg
kly Avga; fatty ,.
60.0
2.0
littering Requtrernente
sure ant
Frequency
ekly
tmole
Type
Grab
Grab
*Se pie
Location
E
E

A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NC'0077861.
During the period beginning upon expansion above 0.05 MGD and lasting until expiration, the Perrnittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the perrnittee as specified below:
Discharge Limitations
Monthly Avg.
Flow 0.100 MGD
0OD, 5 day, 20°C 30.0 mg/I
Total Suspended Residue 30.0 mg/1
NH3 as N 2.0 mg/1
Dissolved Oxygen**
Fecal Coliform (geometric mean) 200.0 /100 ml
Total Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Conductivity
MswJlpij n
multi mrstat_.,
Weekly Avgt DailyMax Frequency
Continuous
45.0 mg/I Weekly
45.0 mg/I Weekly
Weekly
Weekly
400.0 /100 mi Weekly
28.0 jig/1 2/Week
Weekly
Quarterly
Quarterly
Weekly
B_equlrements
Type
%swig
Recording
Composite
Composite
Composite
Grab
Grab
Grab
Grab
Composite
Composite
Grab
$inpIe
LQ.C.atititt
I or E
E
E
E
E, U, D
E,U,D
E
E, U, D
E
E
U, D
* Sample locations: E - Effluent, I - Influent, U - Upstream 100 feet, D - Downstream @ NCSR 2390 bridge
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/I.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. ( . E UEl
"AT1ONS AND N Rf QUIREMENTS SUMMER (April f - October
During the Peri ginning upon expansion above 0.05 MGD and lasting until expiration, the Pertruttee
outfall(s) serial number 001. (Continued)
haraeterletl s
Oil and Grease
MBAS
Discharge Oohs
Units (specify)
Monthly Avg, Weekly Avg.Daily e
30.E 60„0 mgil
1.2 gil
Permit No. NC0077861
authorized to i. e from
einito Rego
ample
Type
eelly Grab
Weekly Grab
nt

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1.
March 31) Permit No. NC0077861
During the period beginning upon expansion above 0.05 MGD and lasting until expiration, the Perrnittee 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
Flow
BOD, 5 day, 20°C
Total Suspended Residue
NH3 as N
Dissolved Oxygen"
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Conductivity
Discharge Limitations
Monthly . Avg.
0.100 MGD
30.0 mg/
30.0 mg/I
5.0 mg/I
200.0 /100 ml
* Sample locations: E - Effluent, I - Influ
Weekly Avg.
pally Max
45.0 mg/I
45.0 mg/I
400.0 /100 ml
28.0 pg/I
Requirements
Sampie ISAmaLl
Tvoe Location
Recording I or E
Composite E
Composite E
Composite E
Grab E, U, D
Grab E,U,D
Grab E
Grab E, U, D
Composite E
Composite E
Grab U, D
Monitoring
MeasureMelit
,Frequency
Continuous
Weekly
2/Month
Weekly
Weekly
Weekly
2/Week
Weekly
Quarterly
Quarterly
Weekly
nt, U - Upstream 100 feet, D - Downstream @ NCSR 2390 bridge
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/1.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

CENT LIMITATIONS AND MONITORINGREQUIREMENTS IN R (Novetn
During the riod beginning upon expansion above and lasting until expiration, the Pet
out all(s) serial number 001. (Continual)
rtt
Oil and Grease
MBAS
c
e
Month y; A q
30.0 r gil
eekly Avg,
Pe .. It No, NC0077861
is authorized o discharge from
Fr+�gae
Weekly
Weekly
Grab
Grab

PART I
Zection B. Schedule f 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 tunes provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
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 l4
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 sarnpled 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 sarnpled 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
b. Concentration Meastdreent
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 conform 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 tune, July through September, and October through December.

Part II
Page 3of14
14leasurements
a. Flow, (IvIGD): 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.
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 less
than four (4) during a 24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of e 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 o 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 (1).

Part 11
Page 4 of 14
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 D.y
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(
ECT1ON $. GENERAL.CONDITIONS
0
e Clean Water Act
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 1 violations are not to exceed $10,000 per violation,
with the maximum amount of any Class 1 penalty assessed not to exceed $25,000.

Part II
Page 5 of 14
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. Duty 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 darnages, 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
7.
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.
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 Informti©a
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.

Part II
Page 6 of 14
9. utyto 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 perrnittee 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. Signatory Requirements
All applications, reports, or infbrrnation 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:
(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.

Part II
Page 7 of 14
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 RcissuArice, 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, Paris
122 and 123; Title 15A 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 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.
N C. OPERATION AND TENANCE 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, ffl. 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.

Part II
Page 8 of 14
2. Proper Operation and Maintenance
The perrnittee 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.
It shall not be a defense for a per
necessary to halt or reduce the pe
condition of this permit.
4. )3ypassin; of Treatment Faciil tics
a. Definitions
e in an enforcement action that it would have been
ed activity in order to maintain compliance with the
(I) "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 far 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.
Notice
(I) Anticipated bypass. If the permiaee 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 perrnittee 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;
(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

Part II
Page 9 of 14
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.
5.1112.5CIS
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
() The permittee submitted notice of the upset as required in. Part TI, 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 Subs • ces
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

Part I
Page
0of 14
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 1SA, 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.
1. Representative Sarnpling
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'. Forting
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
Page 11 of 14
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 know<ing➢y
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
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 individuals) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.

Part, II
Page 12 of 14
8. inspection arid 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 tunes 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
Change in Discharge
All discharges authorized herein shall be consistent with the terrns 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).
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.

Part II
Page 13 of 14
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.IVIonitori g 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 Flour 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 LI. 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.

Part II
Page 14 of 14
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 fo
within 5 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 143-215.1(b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
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 ill,
OTHER REQUIRE l EITS
A. constructiog
No construction of wastewater treatment facilities or additions to add to the plane'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.
B. Groundwater Ivlonitpring
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.
C. Changes ix) Discharges of Toxic Substances
The permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to
believe:
a.That any activity has occurred or will occur which would result in the discharge, on a
routine or frequent basis, of any toxic pollutant which is not limited in the permit, if that.
discharge will exceed the highest of the following "notification levels';
(1) One hundred micrograms per liter (100 ugll);
(2)Two hundred micrograms per liter (200 ug/1) for acro1ei.n and acrylonitrile; five
hundred micrograms per liter (500 ug/1) for 2.4-dinitrophenol and for 2-methyl-4.6
dinitrophenol; and one milligram per liter (1 mg/l) for antimony;
(3) Five (5) times the maximum concentration value reported for that pollutant in the
permit application..
b. That any activity has occurred or will occur which would result in any discharge, on a
non -routine or infrequent basis, of a toxic pollutant which is not limited in the permit, if
that discharge will exceed the highest of the fallowing "notification levels";
(1) Five hundred micrograms per liter (500 ugll);
(2) One milligram per liter (1 mg/1) for antimony;
(3) Ten (10) times the maximum concentration value reported for that pollutant in the
permit application.
D. Requirement to Continually Evaluate Alternatives to Wastewater Discharges
The permittee shall continually evaluate all wastewater disposal alternatives and pursue the
most environmentally sound alternative of the reasonably cost effective alternatives. If the
facility is in substantial non-compliance with the terms and conditions of the NPDES permit
or governing rules, regulations or laws, the permittee shall submit a report in such form and
detail as required by the Division evaluating these alternatives and a plan of action within
sixty (60) days of notification by the Division.

t payg billed by
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pay the fee
1 may.Divi

N I DES OAD ALLOCATION
PERMIT NO.: NC0077861
PERMITTEE NAME: D. W. Nelson and Associates
FACILITY NAME: Residential Subdivision
lily Status: Proposed
it Status: Renewal
Minor
Pipe No.: 001
Design. Capacity: 0.1.00 MGD
7
Domestic (% of Flow):
Industrial ('7✓� of Flow):
Co nlmellt:
* Includes restaurant Waste
.00* .
original wasteload request submitted 2Cn/4
RECEIVING STREAM: we ithcrs Drat.
Class: C
Sub -Basin: 03-07-06
Reference USGS Quad: El NE
County: Iredell
Regional Office: Mooresville Regional Office
(please attach)
Previous Exp. Date: 7/31/94 Treatment Plant CIa
Classification changes within three miles:
d by: Susan Ichsclr] Date: 7120
Prepared by:.� Date:
Reviewed by:-.Lri ai �� Date:i
54 (s)?. �
D't ainage. Area (mi
1-34
7Q10 (cfs) 0,2,3 Win
Toxicity Limits: 1WC m.e
a
lonitoring:
ration:
ed 1.4mits;
�v (MGD):
BOD5 (mg/1):
NH3N (m,g/1);
DO (mg/1):
TSS (rtig/l):
Fecal. Col, (/100
pH (S1.)):
Residual Chlorine (1.1g/1):
TP (mom):
TN (mg/1):
Oil &Gtase(,
MBAS (mg/1):
Comments:
7QI(
"Io Acute/Chronic
z570 Z -foO
Avg. Strew nflow (cfs
s) 0.34 30Q2 (el's) 0.4o
100 ft upstream from effluent
@ SR 2390 bridge about 3/4 mile downstream from effluent
Temp, DO, Cond, Fecal Coliform
i.�1,1L Gl R/ 1
Monthly Average
Summer Winter
0.025 0.025
30 30
6 16
30 30
200 200
6,r-9 6-=9
28 28
monitor monitor
monitor monitor
30
200
6-9
28
won for
monitor
Monthly Average
Sutnrner Winter
0,050 0.050
3©. 30
3 9
5 . 5
30
200
6...9
'28
mom for
Monthly Daily Monthly Daily
Average Maximum Average Maximum
30 60 30 6,0
�.4
5
30
200
6-9
28
monitor
monitor
Monthly
Average
3f)
Monthly Average
Stirxtanor. Winter
0,1©
30
5
5
30
2(H)
6-9
28
monitor
monitor
Daily
Maximum
60
.Z

Facility Naive:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requester:
CT S
EFT FOR. WASTELOAD ALLOCA
D.W. Nelson and Ass,
.NC0077861.
Domestic - 100%
Proposed
Renewal
Weathers Creek
C
030706
Iredell
Mooresv
Susan Robson
Date of Request: 7/20/94
Topo Quad: E 15 NE,
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Proposal for a Residential Subdivision. 100% Domestic -includes restaurant waste. NH3
lirn is are based on Anunonia Toxicity instream. Facility is not built and no A to C has been
applied for as of 7/21/94.
Request #
7935
JUL 27 1994
f73bf�P�k urr EUVIPS5.10C, t t rea ;,-a._
Stream. Ch
USGS #
Date:
ristic:
Drainage Area (rni2)
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
7/21/94 calculated
HA9 MAR=1.02
1.34
0.23
0.34
1.37
0.40
I=14 11=25
Specia
he
Requirernents and additional con rnents front Reviewers:
Recommended by:
Reviewed by
Instrearn Assessment:
Regional Supervisor:
Permits & Engineering:
TO TECHNICAL SUPPORT BY:
Date:

Wasteflow (MCI)):
BOD5 (mng/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml).
pH (SU):.
Residual Chlorine (µg/1)
Oil & Grease (rng/1):
MBAS (mg/1):
TP (mg/1):
TN (mg/1):
Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/I).
NH3N (mg/1):
DO (mg/1):
TSS (rng/I):
Fecal Col. (/100 ri1):
pH (SU):
Residual Chlorine (µg/1)
TP (mg/1):
TN (mg/1):
Oil & Grease (mg/1):
MBAS (mg/1):
CONVENTIONAL F ARAME
Monthly Average
Summer Winter
0.100 0.100
30 30
2.7 6.6
5
30
200
6-9
28
30
1.3 mo
monitor
monitor
5
30
200
6-9
42
60
2,0 daily
monitor
monitor
Monthly Average
Summer
0.025
30
6
30
200
6-9
28
monitor
monitor
Monthly
Average
30
Winter
0.025
30
16
30
:200
6-9
28
monitor
monitor
WQ or EL
m RS
Monthly Average
Summer
0.050
30
3
5
30
200
6-9
28
monitor
monitor
Daily Monthly
Maximum Average
60 30
3.4
Winter
0.050
30
9
5
30
200
6-9
28
monitor
monitor
Monthly Average
Summer Winter
0.1.0 0.10
30 30
2 5
5 5
30 30
200 200
6-9 6-9
28 28
monitor monitor
monitor monitor
Daily Monthly
Maximum Average
60 30
2.0
Daily
Maximum
602
Limit changes due to instream ammonia criteria.
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.

S IMAM MON TORING REQUIREMENTS
Upstream L ation: 1.00 ft upstrearn from effluent
Downstream Location: @ SR 2390 bridge about 3/4 mile downstream from effluent
Parameters: Temp, DO, Cond, Fecal Colif©rrn
Special instream monitoring locations or monitoring frequencies:
LISCELLANEOUS 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
If no, which parameters cannot be met?
Would a 'phasing in of the new Iirnits be appropriate? Yes
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Was load sent to EPA? (Major) N (Y or iN.)
(If yes, then attach updated evaluation of facility, including toxics spreadsheet, modeling analysis
if modeled at renewal, and description of how it fits into basinwide plan)
Additional Information attached? N (Y or N) If yes, explain with attachments.