NC0020036_Regional Office Historical File Pre 2018 (6)

A . A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder John E. Skvarla, Ill
Governor Acting Director Secretary
RECEIVED
DIVISION OF WATER QUALITY
July 24, 2013 A U G - 9 ?r 13
Mr. John Woods MOORESVILLE REGIONAL OFFICE
Town Manager/Public Works Director
Town of Stanley
P. O. Box 279
Stanley,NC 28164
Subject: Issuance of NPDES Permit
Permit NC0020036 •
Stanley WWTP
Gaston County
Facility Class II
Dear Mr. Woods:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge 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 U.S. Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
Please note that the receiving stream, Mauney Creek, is listed as an impaired waterbody on the North
Carolina 2012 303(d) Impaired Waters List. The impairment is for biological integrity. Addressing impaired
waters is a high priority with the Division, and instream data will continue to be evaluated. If there is
noncompliance with the permitted effluent limits and stream impairment can be attributed to your facility, then
mitigative measures may be required.
Summary of Changes in Final Permit from Active Permit
1) Total Mercury quarterly monitoring was added with an annual average water quality based limit
of 18 ng/L. Compliance with the annual limit becomes effective calendar year 2017. All mercury
measurements to be performed using test method 1631E. New limit, required test method, and
compliance date per approved Mercury TMDL guidance.
2) Total Copper 2/Month monitoring with a daily limit of 23 ,ug/L was added as directed by Aquatic
Toxicology Unit. Monitoring is to coincide with quarterly chronic toxicity test. Action Level
Policy required implementation of new daily limit.
3) Total Chromium monitoring was removed but will continue to be required in Effluent Pollutant
Scan and in your modified pretreatment program. Based on Reasonable Potential Analyses
results.
1617 Mail Service Center,Raleigh,North Carolina 27699-1617
Location:512 N.Salisbury St Raleigh,North Carolina 27604 One
Phone:[phone] FAX:[phone] NorthCarolina
Internet:www.ncwaterquality.org �aturattr�
An Equal Opportunity 1 Affirmative Action Employer

4) Total Zinc monthly monitoring was reduced to quarterly to coincide with quarterly. chronic
toxicity texting. Based on Reasonable Potential Analyses results.
5) Total Cyanide and Chloroform quarterly monitoring were added. Footnote added to define Total
Cyanide minimum measurement requirement. Based on Reasonable Potential Analyses results.
6) Supplement to Permit Cover Sheet component list, Chronic Toxicity special condition A. (2)
narrative and test concentration, and Total Residual Chlorine (TRC) footnote narrative were
amended. Technical updates.
7) Parameter PCS codes were added. Technical updates.
8) Seasonal Effluent Pollutant Scan special condition A. (3) parameter list, narrative, and
compliance dates were added. Technical updates.
9) Groundwater Monitoring special condition A. (4) narrative was replaced by new narrative
provided by Aquifer Protection Section to provide instructions to the Permittee for compliance
with monitoring well abandonment regulations. Compliance timelines are specified. Based on
Aquifer Protection Section requirements.
The North Carolina Division of Water Resources supports permit renewal but stressed continued
enforcement action by the Regional Surface Water Protection Section to protect the downstream Dallas water
supply intake.
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 (6714 Mail
Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made,this decision shall be final
and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may
require modification or revocation and reissuance of the permit. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or permits
required by the Division of Land Resources, the Coastal Area Management Act or any other federal or local
governmental permits that may be required.
If you have any questions concerning this permit, please contact Ron Berry at telephone number(919)
807-6396 or at email [e-mail].
Sincerely,
("C-(244ACL-
0homas A. Reeder
Attachments U
Cc: Mooresville Regional Office/Surface Water Protection Section (attach final Fact Sheet)
EPA Region IV/Ben Ghosh (email, final Fact Sheet, updated RPA)
Environmental Sciences Section/Aquatic Toxicology Unit/Susan Meadows (email)
Aquifer Protection/Debra Watts (email)
PERCS Unit/Sarah Morrison(email, final Fact Sheet,updated RPA)
Central Files
NPDES File
Page 2 of 2

1
Permit NC0020036
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission,
and the Federal Water Pollution Control Act, as amended,
Town of Stanley
is hereby authorized to discharge wastewater from a facility located at
Stanley WWTP
109 Lola Street
Stanley, North Carolina
Gaston County
to receiving waters designated as Mauney Creek in the Catawba River Basin in accordance with effluent
limitations, monitoring requirements, and other conditions set forth in Parts I, II,III, and IV hereof.
The permit shall become effective September 1, 2013.
This permit and the authorization to discharge shall expire at midnight on September 30, 2016.
Signed this day July 24, 2013.
( L(7A/MICL
`i omas A. Reeder, Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 1 of 8

Permit NC0020036
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
permit conditions, requirements, terms, and provisions included herein.
Town of Stanley
is hereby authorized to:
1. Continue to operate an existing 0.5 MGD wastewater treatment facility and consisting of the
following components:
o Bar screen
o Influent flow meter
o Influent diverter weir
o Influent composite sampler
o Equalization basin with mechanical aeration and transfer pump
o Aeration basin with mechanical aeration
o Two (2) clarifiers
o Gas chlorination with contact tank
o Dechlorination
o Effluent composite sampler
o Aerobic sludge digester with blower
o Sludge load out pump
o Stand-by electrical power
The facility is located at 109 Lola Street in Stanley,NC at the Stanley WWTP in Gaston County.
2. Discharge from said treatment works at the location specified on the attached map (via Outfall 001)
into Mauney Creek, a Class WS-IV water in the Catawba River Basin.
Page 2 of 8

I r
Permit NC0020036
Part I
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
• a. Beginning on the effective date of this permit and lasting until expiration, the Permittee is
authorized to discharge treated wastewater from Outfall 001. Such discharges shall be limited
and monitored by the Permittee as specified below:
EFFLUENT EFFLUENT LIMITATIONS MONITORING REQUIREMENTS
CHARACTERISTICS Monthly , Weekly Daily Measurement Sample Sample
(PARAMETR CODE) Average Average Max Frequency Type Location 1
Flow 0.50 MGD Continuous Recording I
(50500)
Total Residual Chlorine 2 26 µg/L 2/Week Grab E
(50060)
BOD, 5-day, 20°C 3 30.0 mg/L 45.0 mg/L Weekly Composite I and E
(C0310)
Total Suspended Solids 3 30.0 mg/L 45.0 mg/L Weekly Composite I and E
(C0530)
Ammonia as Nitrogen
(April 1 —October 31) 2.0 mg/L 6.0 mg/L Weekly Composite E
(C0610)
Ammonia as Nitrogen
(November 1 —March 31) 4.0 mg/L 12.0 mg/L Weekly Composite E
(C0610)
Fecal Coliform
(geometric mean) 200/100 mL 400/100 mL Weekly Grab E
(31616) •
Fecal Coliform,#/100 ml Weekly Grab U, D
•
pH Not less than 6.0 S.U. nor greater than Weekly Grab E
(00400) 9.0 S.U.
Dissolved Oxygen Not less than 6.0 mg/L, daily average Weekly Grab E
(00300)
Dissolved Oxygen, mg/L Weekly Grab U, D
Total Copper, µg/L 4
(01042) 23 µg/L 2/Month Composite E
Mercury(Method 1631 E) s 18 ng/L, annual average Quarterly Grab E
(COMER)
Temperature, °C Weekly Grab E
(00010)
Temperature, °C Weekly Grab U, D
Conductivity, µmhos/cm Weekly Grab U, D
Oil and Grease, mg/L Monthly Grab E
(00556)
Chloroform, µg/L Quarterly Grab E
(32106)
Total Cyanide, µg/L
(00720) Quarterly Grab E
Page 3 of 8

Permit NC0020036
(Continued-A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS)
EFFLUENT EFFLUENT LIMITATIONS MONITORING REQUIREMENTS
CHARACTERISTICS Monthly Weekly Daily Measurement Sample Sample
Average Average Max Frequency Type Location 1
Total Zinc, µg/L 4
(01092) Quarterly Composite E
Total Nitrogen 7 Monitor and Report, mg/L Quarterly Composite E
(C0600)
Total Phosphorus Monitor and Report, mg/L Quarterly Composite E
(C0665)
Chronic Toxicity a
(TGP3B, THP3B) Quarterly Composite E
Effluent Pollutant Scan See Footnote 8 E
(NCO])
Footnotes:
1. Sample locations: E- Effluent, I- Influent, U- Upstream 100-feet above outfall, D-
Downstream at NCSR 1827.
2. The Division shall consider all effluent TRC values reported below 50 µg/L to be in
compliance with the permit. However,the Permittee shall continue to record and submit
all values reported by a North Carolina certified laboratory (including field certified),
even if these values fall below 50 µg/L.
3. The monthly average effluent BOD5 and TSS concentrations shall not exceed 15% of
the respective influent value (85%removal).
4. Chronic Toxicity (Ceriodaphnia) at 65%; January, April, July, and October; refer to
special condition A. (2) CHRONIC TOXICITY PERMIT LIMIT(QRTRLY).Total Copper
and Total Zinc sampling must be conducted at same time as chronic test.
5. Quarterly monitoring will commence on the effective date of this permit. Compliance
with the annual average limit will become effective calendar year 2017.
6. Measurements must be determined to a minimum 10.0 µg/L.
7. Total Nitrogen = (NO2-N + NO3-N) + TKN, where (NO2-N + NO3-N) and TKN are
Nitrite/Nitrate Nitrogen and Total Kjeldahl Nitrogen respectively.
8. The Permittee shall perform three Effluent Pollutant Scans during the term of this
permit. See special condition A. (3) EFFLUENT POLLUTANT SCAN
b. There shall be no discharge of floating solids or visible foam in other than trace amounts.
Page 4 of 8

ti
Permit NC0020036
A. (2) CHRONIC TOXICITY PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant
mortality to Ceriodaphnia dubia at an effluent concentration of 65%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the
"North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised December 2010, or
subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised- December 2010) or subsequent versions. The tests will be performed during the months of
January, April, July, and October. These months signify the first month of each three month toxicity
testing quarter assigned to the facility. Effluent sampling for this testing must be obtained during
representative effluent discharge and shall be performed at the NPDES permitted final effluent discharge
below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV
below the permit limit, then multiple-concentration testing shall be performed at a minimum, in
each of the two following months as described in "North Carolina Phase II Chronic Whole Effluent
Toxicity Test Procedure" (Revised-December 2010) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the parameter
code TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3
(original)is to be sent to the following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Section
1621 Mail Service Center
Raleigh,North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later
than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate
signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if
chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test
form indicating the facility name, permit number, pipe number, county, and the month/year of the report
with the notation of"No Flow" in the comment area of the form. The report shall be submitted to the
Environmental Sciences Section at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring
will be required during the following month. Assessment of toxicity compliance is based on the toxicity
testing quarter, which is the three month time interval that begins on the first day of the month in which
toxicity testing is required by this permit and continues until the final day of the third month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division
of Water Quality indicate potential impacts to the receiving stream, this permit may be re-opened and
modified to include alternate monitoring requirements or limits.
Page 5 of 8

Permit NC0020036
(Continued A. (2) CHRONIC TOXICITY PERMIT LIMIT(QRTRLY))
If the Permittee monitors any pollutant more frequently than required by this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR and all
AT Form submitted.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival, minimum control organism reproduction, and appropriate environmental controls,
shall constitute an invalid test and will require immediate follow-up testing to be completed no later than
the last day of the month following the month of the initial monitoring.
Page 6 of 8

• e
• Permit NC0020036
A. (3) EFFLUENT POLLUTANT SCAN
The Permittee shall perform a total of three (3) Effluent Pollutant Scans for all parameters listed below. One scan
must be performed in each of the following years: 2013, 2014, and 2015. Analytical methods shall be in accordance
with 40 CFR Part 136 and shall be sufficiently sensitive to determine whether parameters are present in concentrations
greater than applicable standards and criteria. Samples should be collected with one quarterly toxicity test each year,
and must represent seasonal variation [i.e., do not sample in the same quarter every year]. Unless otherwise indicated,
metals shall be analyzed as"total recoverable."
Ammonia(as N) Trans-1,2-dichloroethylene Bis(2-chloroethyl)ether
Chlorine,total residual (TRC) 1,1-dichloroethylene Bis(2-chloroisopropyl)ether
Dissolved oxygen 1,2-dichloropropane Bis(2-ethylhexyl)phthalate
Nitrate/Nitrite 1,3-dichloropropylene 4-bromophenyl phenyl ether
Kjeldahl nitrogen Ethylbenzene Butyl benzyl phthalate
Oil and grease Methyl bromide 2-chloronaphthalene
Phosphorus Methyl chloride 4-chlorophenyl phenyl ether
Total dissolved solids Methylene chloride Chrysene
Hardness 1,1,2,2-tetrachloroethane Di-n-butyl phthalate
Antimony Tetrachloroethylene Di-n-octyl phthalate
Arsenic Toluene Dibenzo(a,h)anthracene
Beryllium 1,1,1-trichloroethane 1,2-dichlorobenzene
Cadmium 1,1,2-trichloroethane 1,3-dichlorobenzene
Chromium Trichloroethylene 1,4-dichlorobenzene
Copper Vinyl chloride 3,3-dichlorobenzidine
Lead Acid-extractable Compounds Diethyl phthalate
Mercury (Method 1631E) P-chloro-m-creso Dimethyl phthalate
Nickel 2-chlorophenol 2,4-dinitrotoluene
Selenium 2,4-dichlorophenol 2,6-dinitrotoluene
Silver 2,4-dimethylphenol 1,2-diphenylhydrazine
Thallium 4,6-dinitro-o-cresol Fluoranthene
Zinc 2,4-dinitrophenol Fluorene
Cyanide 2-nitrophenol Hexachlorobenzene
Total phenolic compounds 4-nitrophenol Hexachlorobutadiene
Volatile Organic Compounds Pentachlorophenol Hexachlorocyclo-pentadiene
Acrolein Phenol Hexachloroethane
Acrylonitrile 2,4,6-trichlorophenol Indeno(1,2,3-cd)pyrene
Benzene Base-neutral Compounds Isophorone
Bromoform Acenaphthene Naphthalene
Carbon tetrachloride Acenaphthylene Nitrobenzene
Chlorobenzene Anthracene N-nitrosodi-n-propylamine
Chlorodibromomethane Benzidine N-nitrosodimethylamine
Chloroethane Benzo(a)anthracene N-nitrosodiphenylamine
2-chloroethylvinyl ether Benzo(a)pyrene Phenanthrene
Chloroform 3,4 benzofluoranthene Pyrene
Dichlorobromomethane Benzo(ghi)perylene 1,2,4-trichlorobenzene
1,1-dichloroethane Benzo(k)fluoranthene
1,2-dichloroethane Bis(2-chloroethoxy)methane
Reporting: Test results shall be reported on DWQ Form-A MR-PPA1 (or in a form approved by the Director)by
December 31st of each designated sampling year. The report shall be submitted to the following address:
NC DENR/DWQ/Central Files
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
Page 7 of 8

Permit NC0020036
A. (4) GROUNDWATER MONITORING
1. No further groundwater monitoring is required as of the effective date of this permit. However,
the Aquifer Protection Section reserves the right to require future groundwater monitoring as
deemed necessary to protect groundwater.
2. Within 60 days of this permit issuance, monitoring wells MW-1 and MW-2 shall be
abandoned. A North Carolina Certified Well Contractor shall abandon the monitoring wells
according to the North Carolina Well Construction Standards (15A NCAC 02C .0113) and
local county rules. Within 30 days of abandonment, a Well Abandonment Record (Form GW-
30) listing this permit number and the appropriate monitoring well identification number shall
be completed for each well abandoned and mailed to the following address:
Division of Water Quality
Information Processing Unit
1617 Mail Service Center
Raleigh,NC 27699-1617
Page 8 of 8

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USGS Quad: F14SE Mount Holly,NC
Outfall Facility
Latitude: 35 21' 46"N 35 21' 46.3"N
Longitude: 81 6' 59.7" W 81 6' 38.9" W -
Stream Class: WS IV I Facility Location
North
Subbasin: 03-08-35 HUC: 03050102 Stanley WWTP NC0020036
Receiving Stream: Mauney Creek Gaston County

NPDES Permit Standard Conditions
• Page 1of18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events.These samples shall be
representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or"the Act"
The Federal Water Pollution Control Act,also known as the Clean Water Act(CWA),as amended,33 USC 1251,et.
seq.
Annual Average
The arithmetic mean of all"daily discharges"of a pollutant measured during the calendar year. In the case of fecal
coliform,the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
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.
Calendar Day
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.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March,April through June,July through September,and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 mL in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period.The
Director may designate the most appropriate method(specific number and size of aliquots necessary,the time interval
between grab samples,etc.)on a case-by-case basis. Samples may be collected manually or automatically.Composite
samples may be obtained by the following methods:
(1) Continuous: a single,continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: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
(3) Variable time/constant volume: 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
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system,or
Version 11/09/2011

NPDES Permit Standard Conditions'
Page 2 of 18
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval. Use of this method requires prior approval by the Director. This method may only be
used in situations where effluent flow rates vary less than 15 percent.The following restrictions also apply:
> Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
> Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time<24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours;there must be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs 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.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass,the"daily discharge"is calculated as
the total mass of the pollutant discharged over the day. For pollutants expressed in other units of measurement,the
"daily discharge"is calculated as the average measurement of the pollutant over the day.(40 CFR 122.2;see also
"Composite Sample,"above.)
Daily Maximum
The highest"daily discharge"during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s),that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWQ or"the Division"
The Division of Water Quality,Department of Environment and Natural Resources.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit.Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N=the number of individual values. For purposes of
calculating the geometric mean,values of"0"(or"<[detection level)")shall be considered= 1.
Grab Sample
Individual samples of at least 100 mL collected over a period of time not exceeding 15 minutes.Grab samples can be
collected manually. Grab samples must be representative of the discharge(or the receiving stream,for instream
samples).
Version 11/09/2011

• NPDES Permit Standard Conditions
• Page 3 of 18
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance. To the extent practical,instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average(concentration limit)
The arithmetic mean of all "daily discharges"of a pollutant measured during the calendar month.In the case of fecal
coliform or other bacterial parameters or indicators,the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average(concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe property damage
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 excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1)of the CWA.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements.An upset does not include noncompliance caused by
operational error,improperly designed treatment facilities,inadequate treatment facilities,lack of preventive
maintenance,or careless or improper operation.
Weekly Average(concentration limit)
The arithmetic mean of all "daily discharges"of a pollutant measured during the calendar week. In the case of fecal
coliform or other bacterial parameters or indicators,the geometric mean of such discharges.
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 CWA and is grounds for enforcement action;for permit termination,revocation and reissuance,or
modification;or denial of a permit renewal application[40 CFR 122.411
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a)of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d)of the CWA 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 CWA provides that any person who violates section[s] 301,302,306,307,308,318 or 405 of the Act,or
any permit condition or limitation implementing any such sections in a permit issued under section 402,or any
requirement imposed in a pretreatment program approved under sections 402(a)(3)or 402(b)(8)of the Act,is
subject to a civil penalty not to exceed$37,500 per day for each violation. [33 USC 1319(d)and 40 CFR
122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301,302,306,307,308,318,or 405 of
the Act,or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act,or any requirement imposed in a pretreatment program approved under section 402(a)(3)or
402(b)(8)of the Act,is subject to criminal penalties of$2,500 to$25,000 per day of violation,or
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imprisonment of not more than 1 year,or both. In the case of a second or subsequent conviction for a negligent
violation,a person shall be subject to criminal penalties of not more than$50,000 per day of violation,or by
imprisonment of not more than 2 years,or both. [33 USC 1319(c)(1)and 40 CFR 122.41(a)(2)]
d. Any person who knowingly violates such sections,or such conditions or limitations 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. In the
case of a second or subsequent conviction for a knowing violation,a person shall be subject to criminal
penalties of not more than$100,000 per day of violation,or imprisonment of not more than 6 years,or both.
[33 USC 1319(c)(2)and 40 CFR 122.41(a)(2)]
e. Any person who knowingly violates section 301,302,303, 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,and
who knows at that time that he thereby places another person in imminent danger of death or serious bodily
injury,shall,upon conviction,be subject to a fine of not more than$250,000 or imprisonment of not more than
15 years,or both. In the case of a second or subsequent conviction for a knowing endangerment violation,a
person shall be subject to a fine of not more than$500,000 or by imprisonment of not more than 30 years,or
both. An organization,as defined in section 309(c)(3)(B)(iii)of the CWA,shall,upon conviction of violating
the imminent danger provision,be subject to a fine of not more than$1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law,a civil penalty of not more than$25,000 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. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301,302,
306,307,308,318 or 405 of this Act,or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act.Administrative penalties for Class I violations are not to
exceed$16,000 per violation,with the maximum amount of any Class I penalty assessed not to exceed
$37,500.Penalties for Class II violations are not to exceed$16,000 per day for each day during which the
violation continues,with the maximum amount of any Class II penalty not to exceed$177,500. [33 USC
1319(g)(2)and 40 CFR 122.41(a)(3)]
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 with a reasonable likelihood of adversely affecting human health or the environment[40
CFR 122.41(d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on"Bypassing"(Part II.C.4),"Upsets"(Part II.C.5)and"Power Failures"
(Part H.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[40 CFR 122.41(g)].
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.
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7. Severability
The provisions of this permit are severable. 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[NCGS 150B-23].
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 by this permit[40 CFR 122.41(h)].
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[40 CFR 122.41(b)].
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 unless permission for a
later date has been granted by the Director. (The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)]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 information submitted to the Permit Issuing Authority shall be signed and certified[40
CFR 122.41(k)].
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,provided,the manager is authorized to make management decisions which govern the operation
of the regulated facility including having the explicit or implicit duty of making major capital investment
recommendations,and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations;the manager can ensure that the
necessary systems are established or actions taken to gather complete and accurate information for permit
application requirements;and where 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[40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a.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[40 CFR 122.22]
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c. Changes to authorization: If an authorization under paragraph(b)of this section is no longer accurate because
a different individual or position has responsibility for the overall operation of the facility,a new authorization
satisfying the requirements of paragraph(b)of this section must be submitted to the Director prior to or
together with any reports,information,or applications to be signed by an authorized representative [40 CFR
122.22]
d. Certification.Any person signing a document under paragraphs a. or b. of this section shall make the following
certification[40 CFR 122.22].NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
"I cert f, 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. 1 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
Pennittee for a permit modification,revocation and reissuance,or termination,or a notification of planned changes
or anticipated noncompliance does not stay any permit condition[40 CFR 122.41(f)].
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 15A of the North Carolina
Administrative Code, Subchapter 02H .0100;and North Carolina General Statute 143.215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Pennittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 02H .0105(b)(2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
Owners of classified water pollution control systems must designate operators,certified by the Water Pollution
Control System Operators Certification Commission(WPCSOCC),of the appropriate type and grade for the
system,and,for each classification must[T15A NCAC 08G.0201]:
a. designate one Operator In Responsible Charge(ORC)who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s)in Responsible Charge(Back-up ORCs)who possesses a valid
certificate of the type of the system and no more than one grade less than the grade of the system,with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year;and
c. submit a signed completed"Water Pollution Control System Operator Designation Form"to the Commission
(or to the local health department for owners of subsurface systems)countersigned by the designated certified
operators,designating the Operator in Responsible Charge(ORC)and the Back-up Operator in Responsible
Charge(Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system;or
(2) within 120 calendar days following:
> receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge(ORC)and Back-up Operator in Responsible Charge(Back-up ORC)
of the proper type and grade;or
➢ a vacancy in the position of Operator in Responsible Charge(ORC)or Back-up Operator in
Responsible Charge(Back-up ORC).
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(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility(or the Back-up ORC,when acting as surrogate for the ORC)must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system;the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 08G .0204.
The ORC of each Class ll,III and IV facility(or the Back-up ORC,when acting as surrogate for the ORC)must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system;the treatment
facility must be visited at least five days per week,excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 08G .0204.
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 Permittee to install and operate backup or auxiliary facilities only
when necessary to achieve compliance with the conditions of the permit[40 CFR 122.41(e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and maintenance
of the facility,and all documentation required thereof,whether acting as a contract operator[subcontractor] or a
member of the Permittee's staff.
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[40 CFR 122.41(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations[40 CFR 122.41(m)(2)]
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 b.and c. of this section.
b. Notice [40 CFR 122.41(m)(3)]
(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 effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II.E.6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility 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 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 b.of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system-wide collection system
permit associated with the treatment facility.
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(3) The Permit Issuing Authority may approve an anticipated bypass,after considering its adverse effects,if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1)of this section.
5. Upsets
a. Effect of an upset[40 CFR 122.41(n)(2)]: An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the requirements of paragraph b. 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 fmal administrative action subject to judicial
review.
b. Conditions necessary for a demonstration of upset:Any Permittee who wishes to establish the affirmative
defense of upset shall demonstrate,through properly signed,contemporaneous operating logs,or other relevant
evidence that:
(I)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)of this permit.
(4)The Permittee complied with any remedial measures required under Part II.B.2. of this permit.
c. Burden of proof[40 CFR 122.41(n)(4)]: The Permittee seeking to establish the occurrence of an upset has
the burden of proof in any enforcement proceeding.
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 except as permitted
by the Commission.The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge,including 40 CFR 503,Standards for the Use and Disposal of Sewage Sludge;40 CFR
Part 258,Criteria For Municipal Solid Waste Landfills;and 15A NCAC Subchapter 2T,Waste Not Discharged To
Surface Waters.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 15A NCAC 02H .0124)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 representative of the permitted discharge.
Samples collected at a frequency less than daily shall be taken on a day and time that is representative of the
discharge for the period 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[40 CFR 122.41(j)].
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(MR 1, 1.1,2,3)or alternative forms approved by the
Director,postmarked no later than the last calendar day of the month 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:
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NC DENR/Division of Water Quality/Surface Water Protection Section
ATTENTION:Central Files
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
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 is 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. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once-through condenser cooling water flow 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
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section(919 733-3908 or http://portal.ncdenr.org/web/wq/lab/cert)for information
regarding laboratory certifications.
Facilities whose personnel are conducting testing of field-certified parameters only must hold the appropriate field
parameter laboratory certifications.
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 CWA(as amended),and 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[40 CFR 122.41].
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 CWA 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 fme 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 fme of not more than$20,000 per day of violation,or by imprisonment of not more than 4 years,
or both[40 CFR 122.41].
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
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained 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[40 CFR
122.41].
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7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit,the Permittee shall record the
following information[40 CFR 122.411:
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.
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,at reasonable times,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 CWA,any substances or parameters at any location[40 CFR 122.41(i)].
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[40 CFR 122.41(1)].Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
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 subject neither to effluent limitations in the permit,nor to
notification requirements under 40 CFR 122.42(a)(1);or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices,and
such alteration,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 to the permitted facility or other
activities that might result in noncompliance with the permit[40 CFR 122.41(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in
particular NCGS 143-215.1(b)(4)b.2.,and may require modification or revocation and reissuance of the permit,or
a minor modification,to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA [40 CFR 122.41(1)(3), 122.61]or state statute.
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5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit[40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report(DMR)(See Part II.D.2)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 this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge,the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public 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 [40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case-by-case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at(800)662-7956,[phone] or(919)733-3300.
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
[40 CFR 122.41(1)(7)].
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[40 CFR 122.41(1)(8)].
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 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 within 5 days following first
knowledge of the occurrence.Also see reporting requirements for municipalities in Part IV.C.2.c. of this permit.
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.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.
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11. Penalties for Falsification of Reports
The CWA 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
$25,000 per violation,or by imprisonment for not more than two years per violation,or by both[40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee(NCGS 143-215.1C).The
report shall summarize the performance of the collection or treatment system,as well as the extent to which the
facility was compliant with applicable Federal or State laws,regulations and rules pertaining to water quality. The
report shall be provided no later than sixty days after the end of the calendar or fiscal year,depending upon which
annual period is used for evaluation.
The report shall be sent to:
NC DENR/Division of Water Quality/Surface Water Protection Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
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PART III
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities,nor add to the plant's treatment
capacity,nor change the treatment process(es)utilized at the treatment plant unless(1)the Division has issued an
Authorization to Construct(AtC)permit or(2)the Permittee is exempted from such AtC permit requirements
under Item b. of this Section.
b. In accordance with NCGS 143-215.1(a5) [SL 2011-394],no permit shall be required to enter into a contract for the
construction,installation,or alteration of any treatment work or disposal system or to construct,install,or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat,equalize,neutralize,stabilize,recycle,or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above,the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall,upon written notice from the Director,conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Chances in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe(40 CFR 122.42):
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 µg/L);
(2) Two hundred micrograms per liter(200 µg/L)for acrolein and acrylonitrile;five hundred micrograms per liter
(500 µg/L)for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol;and one milligram per liter(1 mg/L)for
antimony;
(3) Five 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
following"notification levels";
(1) Five hundred micrograms per liter(500 µg/L);
(2) One milligram per liter(1 mg/L)for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this permit.The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit continue at the
permitted facility.
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PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part II of this permit,the following definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non-domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b),(c)or(d)of the CWA. [40 CFR 403.3 (i)and(j)and 15A NCAC 02H .0903(b)(11)]
Interference
Inhibition or disruption of the POTW treatment processes;operations;or its sludge process,use,or disposal which
causes or contributes to a violation of any requirement of the Permittee's(or any satellite POTW's if different from the
Permittee)NPDES,collection system,or non-discharge permit or prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes,regulations,or permits. [15A NCAC 02H
.0903(b)(14)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which,alone or with
discharges from other sources,causes a violation,including an increase in the magnitude or duration of a violation,of
the Permittee's(or any satellite POTW's,if different from the Permittee)NPDES,collection system,or non-discharge
permit. [15A NCAC 02H .0903(b)(23)]
Publicly Owned Treatment Works(POTW)
A treatment works as defmed by Section 212 of the CWA,which is owned by a State or local government organization.
This definition includes any devices and systems used in the storage,treatment,recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature.It also includes the collection system,as defmed in 15A NCAC 2T
.0402,only if it conveys wastewater to a POTW treatment plant. The term also means the local government
organization,or municipality,as defmed in section 502(4)of the CWA,which has jurisdiction over indirect discharges
to and the discharges from such a treatment works. In this context,the organization may be the owner of the POTW
treatment plant or the owner of the collection system into which an indirect discharger discharges.This second type of
POTW may be referred to as a"satellite POTW organization." [15A NCAC 02H .0903(b)(26)]
"Significant Industrial User"or"SIU"
An Industrial User that discharges wastewater into a publicly owned treatment works and that[15A NCAC 02H
.0903(b)(33)]:
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW(excluding sanitary,
noncontact cooling and boiler blowdown wastewaters);or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non-discharge permitted
flow limit or organic capacity of the POTW treatment plant. In this context,organic capacity refers to BOD,TSS
and ammonia;or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405-471;or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTW's operation or for violating any pretreatment standard or requirement,or the POTW's effluent
limitations and conditions in its NPDES or non-discharge permit,or to limit the POTW's sludge disposal options;
5. Subject to approval under 15A NCAC 02H .0907(b),the Permittee may determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above has no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement,the POTW's effluent limitations and
conditions in its NPDES or non-discharge permit,or to limit the POTW's sludge disposal options,and thus is not a
Significant Industrial User(SIU);or
6. Subject to approval under 15A NCAC 02H .0907(b),the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this defmition above meets the requirements of 40 CFR Part 403.3(v)(2)and thus is a
non-significant categorical Industrial User.
Section B. Publicly Owned Treatment Works(POTWs)
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All POTWs must provide adequate notice to the Director of the following[40 CFR 122.42(b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger,regardless of the means of
transport,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 by an indirect discharger as
influent to that 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 that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part 1 of this permit.Other pollutants attributable to inputs from Industrial Users
discharging to the POTW 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. Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H .0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system[40 CFR 403.5(b)]:
(1) 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 40 CFR 261.21;
(2) Pollutants which cause corrosive structural damage to the POTW,but in no case discharges with pH lower
than 5.0,unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant,including oxygen demanding pollutants(BOD,etc.)released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference,but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C(104°F)
unless the Division,upon request of the POTW,approves alternate temperature limits;
(6) Petroleum oil,non-biodegradable cutting oil,or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases,vapors,or fumes within the POTW in a quantity that
may cause acute worker health and safety problems;or
(8) Any trucked or hauled pollutants,except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW,including slug loads and other
unusual discharges,which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
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 discharge;the
investigation into possible sources;the period of the discharge,including exact dates and times;if the
discharge has not ceased,the anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate,and prevent reoccurrence of the noncompliance,
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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.
4. The Permittee shall require any Industrial User(IU)discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b)of the Act as amended(which includes categorical standards and
specific local limits,best management practices and narrative requirements). Prior to accepting wastewater from
any Significant Industrial User(SIU),the Permittee shall either develop and submit to the Division a new
Pretreatment Program or,as necessary,a modification of an existing Pretreatment Program,for approval as
required under section D below as well as 15A NCAC 02H .0907(a)and(b). [40 CFR 122.44(j)(2)]
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 CWA and implementing regulations or by the requirements of the
approved State pretreatment program,as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307(b)and(c)and 402(b)(8)of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3(14)and implementing regulations 15A NCAC 02H .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 permit. [40 CFR 122.44(j)(2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8)of the CWA,40
CFR 403, 15A NCAC 02H .0900,and the legal authorities,policies,procedures,and financial provisions contained in
its pretreatment program submission and Division approved modifications thereof. Such operation shall include but is
not limited to the implementation of the following conditions and requirements.Terms not defined in Part II or Part IV
of this permit are as defined in 15A NCAC 02H .0903 and 40 CFR 403.3.
1. Sewer Use Ordinance(SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [15A
NCAC 02H.0903(b)(32), .0905 and.0906(b)(1);40 CFR 403.8(f)(1)and 403.9(b)(1)and(2)]
2. Industrial Waste Survey(IWS)
The Permittee shall implement an IWS consisting of the survey of users of the POTW collection system or
treatment plant,as required by 40 CFR 403.8(f)(2)(i-iii)and 15A NCAC 02H.0905 [also 40 CFR 122.44(j)(1)],
including identification of all Industrial Users that may have an impact on the POTW and the character and amount
of pollutants contributed to the POTW by these Industrial Users and identification of those Industrial Users
meeting the defmition of SIU. Where the Permittee accepts wastewater from one or more satellite POTWs,the
IWS for the Permittee shall address all satellite POTW services areas, unless the pretreatment program in those
satellite service areas is administered by a separate Permittee with an approved Pretreatment Program.The
Permittee shall submit a summary of its IWS activities to the Division at least once every five years,and as
required by the Division.The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c. of this Part. [15A NCAC 02H .0903(b)(13), .0905 and.0906(b)(2);40 CFR 403.8(0(2)and 403.9]
3. Monitoring Plan
The Permittee shall implement a Division-approved Monitoring Plan for the collection of facility specific data to
be used in a wastewater treatment plant Headworks Analysis(HWA)for the development of specific pretreatment
local limits. Effluent data from the Plan shall be reported on the DMRs(as required by Parts II.D and II.E.5.). [15A
NCAC 02H.0903(b)(16), .0906(b)(3)and.0905]
4. Headworks Analysis(HWA)and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years,and as required by the
Division. Within 180 days of the effective date of this permit(or any subsequent permit modification)the
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits(i.e.,an
updated HWA or documentation of why one is not needed)[40 CFR 122.44].The Permittee shall develop,in
accordance with 40 CFR 403.5(c)and 15A NCAC 02H .0909,specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5(a)and(b)and 15A NCAC 02H .0909.Pursuant to 40 CFR 403.5,local limits are
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i
Ienforceable Pretreatment Standards as defined by 40 CFR 403.3(1). [15A NCAC 02H.0903(b)(10), .0905,and
E .0906(b)(4)] j
5. Industrial User Pretreatment Permits(IUP)&Allocation Tables
In accordance with NCGS 143-215.1,the Permittee shall issue to all Significant Industrial Users,permits for
operation of pretreatment equipment and discharge to the Permittee's collection system or treatment works.These
permits shall contain limitations,sampling protocols,reporting requirements,appropriate standard and special 1
jconditions,and compliance schedules as necessary for the installation of treatment and control technologies to
`► assure that their wastewater discharge will meet all applicable pretreatment standards and requirements. The J
Permittee shall maintain a current Allocation Table(AT)which summarizes the results of the HWA and the limits q
from all IUPs. Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as j
E determined by the HWA. [15A NCAC 02H.0906(b)(6), .0909, .0916,and.0917;40 CFR 403.5,403.8(f)(1)(iii); a
r NCGS 143-215.67(a)] 1
E
6. Authorization to Construct(AtC)
, The Permittee shall ensure that an Authorization to Construct permit(AtC)is issued to all applicable Industrial
1 Users for the construction or modification of any pretreatment facility.Prior to the issuance of an AtC,the
E proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit(IUP)limitations. [15A NCAC 02H .0906(b)(7)and.0905;NCGS 143- 1
z 215.1(a)(8)]
1 7. POTW Inspection&Monitoring of their IUs
The Permittee shall conduct inspection,surveillance,and monitoring activities as described in its Division 1
E approved pretreatment program in order to determine,independent of information supplied by Industrial Users,
1 compliance with applicable pretreatment standards. [15A NCAC 02H .0908(e);40 CFR 403.8(f)(2)(v)] The
Permittee must:
E a. Inspect all Significant Industrial Users(SIUs)at least once per calendar year; 1
; b. Sample all Significant Industrial Users(SIUs)at least once per calendar year for all SIU permit-limited j
F parameters including flow except as allowed under 15A NCAC .0908(e);and
c. At least once per year,document an evaluation of any non-significant categorical Industrial User for
compliance with the requirements in 40 CFR 403.3(v)(2),and either continue or revoke the designation as non-
significant.
' 8. IU Self Monitoring and Reporting
f The Permittee shall require all Industrial Users to comply with the applicable monitoring and reporting
requirements outlined in the Division-approved pretreatment program,the industry's pretreatment permit,or in 15A 1
NCAC 02H.0908. [15A NCAC 02H .0906(b)(5)and.0905;40 CFR 403.8(f)(1)(v)and(2)(iii);40 CFR 9
122.44(j)(2)and 40 CFR 403.12]
9. Enforcement Response Plan(ERP) j
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
( promulgated pursuant to section 307(b)and(c)of the CWA(40 CFR 405 et. seq.),prohibitive discharge standards
as set forth in 40 CFR 403.5 and 15A NCAC 02H .0909,specific local limitations,and other pretreatment 3
requirements.All remedies,enforcement actions and other,shall be consistent with the Enforcement Response 1
Plan(ERP)approved by the Division. [15A NCAC 02H.0903(b)(7), .0906(b)(8)and.0905;40 CFR 403.8(0(5)] 1
i
10. Pretreatment Annual Reports(PAR)
The Permittee shall report to the Division in accordance with 15A NCAC 02H.0908.In lieu of submitting annual
reports,Modified Pretreatment Programs developed under 15A NCAC 02H .0904(b)may be required to submit a 1
partial annual report or to meet with Division personnel periodically to discuss enforcement of pretreatment 3
1 requirements and other pretreatment implementation issues. y
4
For all other active pretreatment programs,the Permittee shall submit two copies of a Pretreatment Annual Report
(PAR)describing its pretreatment activities over the previous calendar year to the Division at the following 1
address:
t
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NC DENR/Division of Water Quality/Surface Water Protection Section
Pretreatment,Emergency Response,and Collection Systems(PERCS)Unit
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
These reports shall be submitted by March 1 of each year and shall contain the following:
a. Narrative
A narrative summary detailing actions taken,or proposed,by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
( b. Pretreatment Program Summary(PPS)
A pretreatment program summary(PPS)on forms or in a format provided by the Division;
c. Significant Non-Compliance Report(SNCR)
A list of Industrial Users(lUs)in significant noncompliance(SNC)with pretreatment requirements,and the
nature of the violations on forms or in a format provided by the Division;
d. Industrial Data Summary Forms(IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users(SIUs). These
analytical results must be reported on Industrial Data Summary Forms(IDSF)or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the POTW's allocation table,new or modified enforcement compliance schedules,public notice of
lUs in SNC,a summary of data or other information related to significant noncompliance determinations for
lUs that are not considered SIUs,and any other information,upon request,which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
ff The Permittee shall publish annually a list of Industrial Users(lUs)that were in significant noncompliance(SNC)
as defined in the Permittee's Division-approved Sewer Use Ordinance with applicable pretreatment requirements
' and standards during the previous twelve month period.This list shall be published within four months of the
applicable twelve-month period. [15A NCAC 02H .0903(b)(34), .0908(b)(5)and.0905 and 40 CFR
403.8(f)(2)(viii)]
12. Record Keeping
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 and shall retain all other Pretreatment Program records as required by 15A NCAC 02H.0908(f). [15A
NCAC 02H.0908(f);40 CFR 403.12(o)]
13. Pretreatment Program Resources
The Permittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatment program.and retain a written description of those current levels of inspection. [15A NCAC 02H
.0906(b)(9)and(10)and.0905;40 CFR 403.8(f)(3),403.9(b)(3)]
14. Modification to Pretreatment Programs Modifications to the approved pretreatment program including but not limited to local limits modifications,POTW
monitoring of their Significant Industrial Users(SIUs),and Monitoring Plan modifications,shall be considered a
permit modification and shall be governed by 40 CFR 403.18, 15 NCAC 02H .0114 and 15A NCAC 02H.0907.
f {
L.
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SOC PRIORITY PROJECT: Yes No X 4=14-R-6--
To: Western NPDES Program Unit
Water Quality Section
Attention: Dina Sprinkle
Date: March 8, 2010
NPDES STAFF REPORT AND RECOMMENDATION
County: Gaston
Permit No. NC0020036
PART I- GENERAL INFORMATION
1. Facility and Address: Town of Stanley WWTP
109 Lola Street
Stanley,North Carolina 28164
2. Date of Investigation: February 26, 2010
3. Report Prepared by: Samar Bou-Ghazale, Environmental Engineer II
4. Persons Contacted and Telephone Number: Thomas Datt, Town Manager, ORC, Tel#
[phone].
•
5. Directions to Site: From the intersection of NC Hwy 27 and Parkwood Street in the Town
of Stanley,travel west on Parkwood Street 1 block. Turn right onto Main Street and travel
north to the intersection of Hovis Road. Turn left onto Hovis Road and travel to the
intersection of Ralph Hansel Boulevard. Turn left onto Ralph Hansel Boulevard and
travel to the intersection of Lola Street. Turn right onto Lola Street,the WWTP is located
at the end of the street.
6. Discharge Point(s), List for all discharge points:
Latitude: 35°21' 46" Longitude: 81°07' 00"
Attach a USGS map extract and indicate treatment facility site and discharge point on map.
U.S.G.S. Quad No.: F14SE U.S.G.S. Quad Name: Mount Holly,NC
7. Site size and expansion area consistent with application? There is limited land available
for expansion and upgrading.
8. Topography (relationship to flood plain included): Moderate sloping; the WWTP is not
located within the 100 year flood plain.
9. Location of nearest dwelling: One dwelling is located approximately 300 feet from the
facility.
10. Receiving stream or affected surface waters: Mauney Creek
a. Classification: WS-IV
b. River Basin and Subbasin No.: Catawba 030835

41=ilib
Page Two
c. Describe receiving stream features and pertinent downstream uses: The receiving
stream is approximately 7 feet wide x 3-4 inches deep with rocky/sandy bottom.
General "C" classification uses downstream.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted: 0.500 MGD (ultimate design capacity)
b. Current permitted capacity of the wastewater treatment facility: 0.500 MGD
c. Actual treatment capacity of the current facility (current design capacity): 0.500
MGD
d. Date(s)and construction activities allowed by previous Authorizations to Construct
issued in the previous two years: N/A
e. Please provide a description of existing or substantially constructed wastewater
treatment facilities: The existing WWT facilities consist of a mechanical bar
screen, one aeration basin with two (2) aerators, one flow equalization basin
with mechanical aerators, two (2) secondary clarifiers, aerobic sludge digester,
chlorination(gas) with chlorine contact tank, and dechlorination(gas).
f. Please provide a description of proposed wastewater treatment facilities:N/A
g. Possible toxic impacts to surface waters: The Town receives industrial
wastewater from several industries. Possible toxic impacts to surface waters from,
cadmium, chromium, lead,nickel, copper and zinc.
h. Pretreatment Program (POTWs only): The Town has an approved pretreatment
program. However, the Town has one significant industrial user (Outdoor Life
Style). Categorical Standard Applied(40 CFR 433.17).
2. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied,please specify DWQ Permit No.: WQ0002081
Residuals Contractor: Synagro, Telephone No.: [phone]
b. Residuals stabilization: PSRP X PFRP
3. Treatment plant classification (attach completed rating sheet): 0.5 MGD - Class II.
4. SIC Code(s): 4952
Wastewater Code(s) Primary: 01 Secondary:
Main Treatment Unit Code: 05003

PART III- OTHER PERTINENT INFORMATION iook
1. Is this facility being constructed with Construction Grant Funds or are any public monies
involved? Yes.
2. Special monitoring or limitations (including toxicity)requests: N/A
3. Important SOC, JOC or Compliance Schedule dates (Please indicate): N/A
4. Alternative Analysis Evaluation: N/A
5. Air quality and/or groundwater concerns or hazardous materials utilized at this facility that
may impact water quality, air quality, or groundwater: There is no known air quality,
groundwater, or hazardous materials concerns.
6. Other Special Items: N/A
PART IV-EVALUATION AND RECOMMENDATIONS
The permittee, Town of Stanley,has applied for permit renewal for the subject facility.An
on-site investigation revealed the WWTP is in good operational condition.
The WWTP experiences high flow during rain events from I & I. In order to reduce the
high surge to the clarifier during rain events, the Town has converted the existing sludge holding
basin to a surge basin. This was accomplished by installing a pipe from the current manual bar
screen to the basin and installing an influent weir that will divert flows over 380,000 gallons per
day to the basin. In addition, they added a pump that pumps the wastewater back to the head of
the facility and through the bar screen when the flow drop down. According to Mr.Datt,this will
allow the facility to handle the increase in flow experienced during heavy rains due to I&I
problems. This will allow the town to properly use the existing 430,000 gallon digester and allow
for a better use of the sludge holding tank. The above changes took place in 2009 without an
Authorization to Construct. This office will pursue the Town to submit an after the construction
A to C.
Pending review and approval by the Western NPDES Program Unit, it is recommended
that the permit be renewed.
7//1°';: .1/1
Signature of report pre r
Water Quality Regional Supervisor
3�f/z.v1
Date

430 At;
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
February 15, 2010 F E B 17 2010
THOMAS E DATT
TOWN MANAGER/PUBLIC UTILITIES DIRECTOR
TOWN OF STANLEY
PO BOX 279 -
STANLEY NC 28164
Subject: Receipt of permit renewal application
NPDES Permit NC0020036
Lola Street WWTP
Gaston County
Dear Mr. Datt:
•
The NPDES Unit received your permit renewal application on February 12,2010. A member of the
NPDES Unit will review your application. They will contact you if additional information is required to complete
your permit renewal. You should expect to receive a draft permit approximately 30-45 days before your existing
permit expires.
If you have any additional questions concerning renewal of the subject permit,please contact Ron Berry at
[phone].
Sincerely,
Dina Sprinkle
Point Source Branch
cc: CENTRAL FILES
01001YSurface Water Protection
NPDES Unit
1617 Mail Service Center,Raleigh,North Carolina 27699-1617
Location:512 N.Salisbury St.Raleigh,North Carolina 27604 One
Phone:[phone]\FAX:[phone]\Customer Service:1-877-623-6748 NorthCaroh.na
Internet:www.ncwaterquality.org Naturally
An Equal Opportunity\Affirmative Action Employer Na` [ `j

Town of Stanley
Established November 14,1855
MAYOR Town Manager
Chad R.Brown "A Friendly Place" Thomas E.Daft
Police Chief
COUNCIL Heath R.Jenkins
Daniel K.Hawley or S>1
,
Bud Pate Finance Director
Andrew Quinley — Joe Wallace
David J.Williams _
Gail Brotherton VI /- Fire Chief
arii.
a Anthony Ballard
Public Works Director
Thomas E.Daft
January 27,2010
FEB
EB 121010
NCDENR/DWQ •EMR
Attn: NPDES Unit POily BUR SQL.
1617 Mail Service Center korm
Raleigh, North Carolina 27699-1617
Please find enclosed the NPDES permit renewal application for the Town of Stanley, permit number
NC0020036. I have included the lab data sheets for toxicity testing and the supplemental sampling
required.
Cordially, ��
•
1-17
JAN 2 9 2010
Thomas E. Daft DENR-WATER DU
Town Manager/ POINT SOURCE BRANCH
Public Works Director
Town of Stanley
[e-mail].c om
704-263-4779

FACILITY NAME AND-PERMIT NUMBER: Form Approved 1/14/99
OMB Number 2040-0086
Town of Stanley WWTP, NC0020036
FORM
2A NPDES FORM 2A APPLICATION OVERVIEW
NPDES
APPLICATION OVERVIEW •
Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet and
a "Supplemental Application Information" packet. The Basic Application Information packet is divided into two
parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or equal to 0.1
mgd must also complete Part B. Some applicants must also complete the Supplemental Application
Information packet.The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment
works that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12.
B. Additional Application Information for Applicants with a Design Flow>0.1 mgd. All treatment works that have design
flows greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6.
C. Certification. All applicants must complete Part C(Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and
meets one or more of the following criteria must complete Part D(Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E(Toxicity
Testing Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users(SIUs)or receives RCRA or CERCLA wastes must complete Part F(Industrial User Discharges and
RCRA/CERCLA Wastes). Sills are defined as:
1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations(CFR)403.6 and
40 CFR Chapter I, Subchapter N(see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain
exclusions); or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant; or
c. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer syst: •e• ned Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C CERO
DENR-WATER QUALI`—Y
POINT SOURCE BRANCH
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 1 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14/99
Town of Stanley WTP, NC0020036 OMB Number 2040-0086
W
BASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions AA through A.8 of this Basic Application Information packet.
A.1. Facility Information.
Facility name Town of Stanley Wastewater Treatment Plant
Mailing Address P.O.Box 279
Stanley, NC 28164
Contact person Thomas E. Datt 970— s Z 7— ?-/gb .f
Title Town Manager/Public Works Director
Telephone number [phone]
Facility Address 109 Lola Street
(not P.O.Box) Stanley, NC 28164
A.2. Applicant Information. If the applicant is different from the above,provide the following:
Applicant name
Mailing Address
Contact person
Title
Telephone number
Is the applicant the owner or operator(or both)of the treatment works?
✓ owner ✓ operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
facility 1 applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment
works(include state-issued permits).
NPDES NC0020036 PSD
UIC Other
RCRA Other
A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of
each entity and,if known,provide information on the type of collection system(combined vs.separate)and its ownership(municipal,private,
etc.).
Name Population Served Type of Collection System Ownership
Town of Stanley 3200 seoarate Town of Stanley
Total population served 3200
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 2 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14/99
OMB Number 2040-0086
Town of Stanley WWTP, NC0020036
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
Yes I No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from(and eventually flows
through)Indian Country?
Yes ✓ No
A.6. Flow. Indicate the design flow rate of the treatment plant(i.e.,the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time
period with the 12th month of"this year'occurring no more than three months prior to this application submittal.
a. Design flow rate 0.50 mgd
Two Years Aqo Last Year This Year
b. Annual average daily flow rate 0.19 0.20 0.20 mgd
c. Maximum daily flow rate 1.07 1.09 0.74 mgd
A.7. Collection System. Indicate the type(s)of collection system(s)used by the treatment plant. Check all that apply. Also estimate the percent
contribution(by miles)of each.
✓ Separate sanitary sewer 100.00
Combined storm and sanitary sewer
A.8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? ✓ Yes No
If yes,list how many of each of the following types of discharge points the treatment works uses:
i. Discharges of treated effluent 1
ii. Discharges of untreated or partially treated effluent
iii. Combined sewer overflow points
iv. Constructed emergency overflows(prior to the headworks)
v. Other
b. Does the treatment works discharge effluent to basins,ponds,or other surface
impoundments that do not have outlets for discharge to waters of the U.S.? Yes ✓ No
If yes,provide the following for each surface impoundment:
Location:
Annual average daily volume discharged to surface impoundment(s) n nn mgd
Is discharge continuous or intermittent?
c. Does the treatment works land-apply treated wastewater? Yes ✓ No
If yes,provide the following for each land application site:
Location:
Number of acres:
Annual average daily volume applied to site: 0.00 Mgd
Is land application continuous or intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? Yes ✓ No
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 3 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14i99
OMB Number 2040-0086
Town of Stanley WWTP, NC0020036
If yes,describe the mean(s)by which the wastewater from the treatment works is discharged or transported to the other treatment
works(e.g.,tank truck,pipe).
If transport is by a party other than the applicant,provide:
Transporter name:
Mailing Address:
Contact person:
Title:
Telephone number:
For each treatment works that receives this discharge,provide the following:
Name:
Mailing Address:
Contact person:
Title:
Telephone number:
If known,provide the NPDES permit number of the treatment works that receives this discharge.
Provide the average daily flow rate from the treatment works into the receiving facility. mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included in
A.8.a through A.8.d above(e.g.,underground percolation,well injection)? Yes ✓ No
If yes,provide the following for each disposal method:
Description of method(including location and size of site(s)if applicable):
Annual daily volume disposed of by this method:
Is disposal through this method continuous or intermittent?
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 4 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14/99
OMB Number 2040-0086
Town of Stanley WWTP, NC0020036
WASTEWATER DISCHARGES:
If you answered"yes"to question A.8.a,complete questions A.9 through A.12 once for each outfall(including bypass points)through
which effluent is discharged. Do not include information on combined sewer overflows in this section. If you answered"no"to question
A.8.a,go to Part B,"Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfall number 001
b. Location Stanley 28164
(City or town,if applicable) (Zip Code)
Gaston NC
Coun
3 °21 46" 81°e07'00"
(Latitude) (Longitude)
c. Distance from shore(if applicable) ft.
d. Depth below surface(if applicable) ft.
e. Average daily flow rate 0.20 mgd
f. Does this outfall have either an intermittent or a
periodic discharge?
Yes No (go to A.9.g.)
If yes,provide the following information:
Number of times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge: mgd
Months in which discharge occurs:
g. Is outfall equipped with a diffuser? Yes No
A.10.Description of Receiving Waters.
a. Name of receiving water Mauney Creek
b. Name of watershed(if known)
United States Soil Conservation Service 14-digit watershed code(if known):
c. Name of State Management/River Basin(if known): Catawba River Basin
United States Geological Survey 8-digit hydrologic cataloging unit code(if known):
d. Critical low flow of receiving stream(if applicable):
acute cfs chronic cfs
e. Total hardness of receiving stream at critical low flow(if applicable): mg/I of CaCO3
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 5 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14i99
Town of Stanley WTP, NC0020036 OMB Number 2040-0086
W
A.11.Description of Treatment.
a. What levels of treatment are provided?Check all that apply.
Primary ✓ Secondary
Advanced Other. Describe:
b. Indicate the following removal rates(as applicable):
Design BOD5 removal or Design CBOD5 removal 90.00 %
Design SS removal 90.00 %
Design P removal
Design N removal
Other %
c. What type of disinfection is used for the effluent from this outfall?If disinfection varies by season,please describe.
gas chlorination
If disinfection is by chlorination,is dechlorination used for this outfall? I Yes No
d. Does the treatment plant have post aeration? ✓ Yes No
A.12.Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters.Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
discharged. Do not include information on combined sewer overflows in this section.All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition,this data must comply with QA/QC requirements
of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136.
At a minimum,effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number: 001
PARAMETER MAXIMUM DAILY VALUE AVERAGE DAILY VALUE
Value Units Value Units Number of Samples
pH(Minimum) 6.30 S.U. 09 WAIW ) d ' 3 : j s.: jRi 33 f
G. F Sf i dS �4 f Y -I 1 I
pH(Maximum) 6.80 s.u. �r£� ltegge a /f li f44j5 ,�, 2, , ,
Flow Rate 1.09 mgd 0.20 mgd 3.00
Temperature(Winter) 14.90 C 9.50 C 3.00
Temperature(Summer) 25.80 C 25.10 C 3.00
'For pH please report a minimum and a maximum daily value
POLLUTANT MAXIMUM DAILY AVERAGE DAILY DISCHARGE ANALYTICAL ML/MDL
DISCHARGE METHOD
Conc. Units Conc. Units Number of
Samples
CONVENTIONAL AND NONCONVENTIONAL COMPOUNDS.
BIOCHEMICAL OXYGEN BOD-5 11.00 mg/I 8.10 mg/I 5.00 SM5210B 30 mg/1
DEMAND(Report one) CBOD-5
FECAL COLIFORM 1,073.00 cfu/100m1 6.60 cfu/100mI 5.00 SM9222D 200cfy/100m1
TOTAL SUSPENDED SOLIDS(TSS) 12.00 mg/I 5.80 mg/1 5.00 SM2540D 30 mg/I
END OF PART A.
REFER TO THE APPLICATION OVERVIEW TO DETERMINE WHICH OTHER PARTS OF FORM
2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 6 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14/99
OMB Number 2040-0086
Town of Stanley WWTP, NC0020036
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD(100,000 gallons per day).
All applicants with a design flow rate>0.1 mgd must answer questions B.1 through B.6. All others go to Part C(Certification).
B.1. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
20,000.00 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Smoke testing.camera inspections
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries.
This map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show
the entire area.)
a. The area surrounding the treatment plant,including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping,if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells,springs,other surface water bodies,and drinking water wells that are:1)within 1/4 mile of the property boundaries of the treatment
works,and 2)listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored,treated,or disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act(RCRA)by
truck,rail,or special pipe,show on the map where that hazardous waste enters the treatment works and where it is treated,stored,and/or
disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant,including all bypass piping and all
backup power sources or redundancy in the system. Also provide a water balance showing all treatment units,including disinfection(e.g,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily
flow rates between treatment units. Include a brief narrative description of the diagram.
B.4. Operation/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects(related to wastewater treatment and effluent quality)of the treatment works the responsibility of a
contractor? Yes ✓ No
If yes,list the name,address,telephone number,and status of each contractor and describe the contractors responsibilities(attach additional
pages if necessary).
Name:
Mailing Address:
Telephone Number:
Responsibilities of Contractor:
B.5. Scheduled Improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment,effluent quality,or design capacity of the treatment works. If the
treatment works has several different implementation schedules or is planning several improvements,submit separate responses to question
B.5 for each. (If none,go to question B.6.)
a. List the outfall number(assigned in question A.9)for each outfall that is covered by this implementation schedule.
b. Indicate whether the planned improvements or implementation schedule are required by local,State,or Federal agencies.
Yes ✓ No
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 7 of 21

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Facility Information Facility
: IfiLatitude: 35°21'46" Sub-Basin: 03-08-35 Location
Longitude: 81°07'00" '
Quad#: F 14 SE(Mount Holly) t'
Stream Class: WS-IV Town of Stanley
Receiving Stream: Mauney Creek NoI f.h l NC0020036
Permitted Flow: 0.5 MGD and 1.0 MGD Gaston County

Town of Stanley
Established November 14,1855
MAYOR Town Manager
Chad R.Brown "A Friendly Place" Thomas E.Datt
Police Chief
COUNCIL )F Si. Heath R.Jenkins
Daniel K.Hawley .a �,� 44
Bud Pate . �. Finance Director
Andrew Quinley ` Joe Wallace
David J.Williams
Gail Brotherton Fire Chief
�/f f� /``' Anthony Ballard
_C'
Public Works Director
Thomas E.Datt
February 9, 2010
NCDENR/DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
RE: Sludge Management Plan
The Town of Stanley has an agreement with Synagro to land apply our residuals. However, we have
not had any sludge hauled or land applied in the past year. This is due to having started using a sludge
digester that had been in place but not in use for several years and it will take some time to generate
enough sludge to have a need for any application.
Cordially,
Thomas E. Datt
Town Manager/
Public Works Director
Town of Stanley
[e-mail]
704-263-4779

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14/99
OMB Number 2040-0086
Town of Stanley WTP, NC0020036 W
c If the answer to B.5.b is"Yes,"briefly describe,including new maximum daily inflow rate(if applicable).
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below,as
applicable. For improvements planned independently of local,State,or Federal agencies,indicate planned or actual completion dates,as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MM/DD/YYYY MM/DD/YYYY
-Begin construction _/_/ _/_/
-End construction / / / /
-Begin discharge _/_/ _/_/
-Attain operational level _/_/ _/_/
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? Yes _No
Describe briefly:
B.6.EFFLUENT TESTING DATA(GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated effluent
testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information on combined sewer
overflows in this section. All information reported must be based on data collected through analysis conducted using 40 CFR Part 136
methods. In addition,this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for
standard methods for analytes not addressed by 40 CFR Part 136. At a minimum,effluent testing data must be based on at least three
pollutant scans and must be no more than four and one-half years old.
Outfall Number:001
POLLUTANT MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE
Conc. Units Conc. Units Number of ANALYTICAL ML/MDL
Samples METHOD
CONVENTIONAL AND NONCONVENTIONAL COMPOUNDS.
AMMONIA(as N) 2.20 mg/I 0.29 mg/I 5.00 SM4500-NH3 H 6.0 mg/I
CHLORINE(TOTAL
RESIDUAL,TRC) 0.02 mg/I 0.01 mg/I 5.00 SM4500-CI G 28 ug/I
DISSOLVED OXYGEN 7.20 mg/I 6.70 mg/I 5.00 SM4500 0 G >5.0 mg/I
TOTAL KJELDAHL 1.90 mg/I 1.70 mg/I 3.00 351.2 .19 mg/I
NITROGEN(TKN)
NITRATE PLUS NITRITE NITROGEN 4.20 mg/I 2.76 mg/I 3.00 SM4500-NO3 F .013 mg/I
OIL and GREASE 0.00 mg/I 0.00 mg/I 7.00 1664A 1.2 mg/I
PHOSPHORUS(Total) 4.60 mg/I 3.37 mg/I 3.00 SM4500-P F .0062 mg/I
TOTAL DISSOLVED
SOLIDS(TDS) mg/I mg/I
OTHER
END OF PART B.
REFER TO THE APPLICATION OVERVIEW TO DETERMINE WHICH OTHER PARTS OF FORM
2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 8 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14199
Town of Stanley WWTP, NC0020036 OMB Number 2040-0086
BASIC APPLICATION INFORMATION
PART C.CERTIFICATION
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this certification. All
applicants must complete all applicable sections of Form 2A,as explained in the Application Overview. Indicate below which parts of Form 2A you
have completed and are submitting. By signing this certification statement,applicants confirm that they have reviewed Form 2A and have completed
all sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
✓ Basic Application Information packet Supplemental Application Information packet:
✓ Part D(Expanded Effluent Testing Data)
✓ Part E(Toxicity Testing: Biomonitoring Data)
✓ Part F(Industrial User Discharges and RCRA/CERCLA Wastes)
Part G(Combined Sewer Systems)
ALL APPLICANTS MUST COMPLETE 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 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 fine
and imprisonment for knowing violations.
Name and official title Thomas E. Datt1 -Maiager/Public Works Director
Signature
Telephone number [phone]
Date signed ` 2 7 - id
Upon request of the permitting authority,you must submit any other information necessary to assess wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 9 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14/99
OMB Number 2040-0086
Town of Stanley WWTP, NC0020036 1-46 )i9-; !'� S/f i-E7 5 i t.) CLd$f.�j
SUPPLEMENTAL APPLICATION INFORMATION
PART D. EXPANDED EFFLUENT TESTING DATA
Refer to the directions on the cover page to determine whether this section applies to the treatment works.
Effluent Testing: 1.0 mgd and Pretreatment Treatment Works. If the treatment works has a design flow greater than or equal to 1.0 mgd or it has
(or is required to have)a pretreatment program,or is otherwise required by the permitting authority to provide the data,then provide effluent testing
data for the following pollutants. Provide the indicated effluent testing information and any other information required by the permitting authority for
each outfall through which effluent is discharged. Do not include information on combined sewer overflows in this section. All information reported
must be based on data collected through analyses conducted using 40 CFR Part 136 methods. In addition,these data must comply with QA/QC
requirements of 40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136.
Indicate in the blank rows provided below any data you may have on pollutants not specifically listed in this form. At a minimum,effluent testing data
must be based on at least three pollutant scans and must be no more than four and one-half years old.
Outfall number. 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE
Conc. Units Mass Units Conc. Units Mass Units Number ANALYTICAL MU MDL
of METHOD
Samples
METALS(TOTAL RECOVERABLE),CYANIDE,PHENOLS,AND HARDNESS.
ANTIMONY BRL mg/I BRL mg/I 3 200.7 .00076
ARSENIC BRL mg/I BRL mg/I 3 200.7 .0016
BERYLLIUM BRL mg/I . BRL mg/I 3 200.7 .00041
CADMIUM BRL mg/I BRL mg/I 3 200.7 .0003
CHROMIUM BRL mg/I BRL mg/I 3 200.7 .00059
COPPER .048 mg/I .024 mg/I 3 200.7 .00047
LEAD BRL mg/I BRL mg/I 3 200.7 .0006
MERCURY BRL ng/I BRL ng/I 3 1631 E .19
NICKEL BRL mg/I BRL mg/I 3 200.7 .0028
SELENIUM BRL mg/I BRL mg/I 3 200.7 .0019
SILVER BRL mg/I BRL mg/I 3 200.7 .00048
THALLIUM BRL mg/I BRL mg/I 3 200.7 .0022
ZINC .20 mg/I .12 mg/I 3 200.7 .0022
CYANIDE BRL mg/I BRL mg/I 3 200.7 .0020
TOTAL PHENOLIC COMPOUNDS BRL mg/I BRL mg/I 3 420.1 .018
HARDNESS(AS CaCO3) 43 mg/I 40 mg/I 3 200.7 .089
Use this space(or a separate sheet)to provide information on other metals requested by the permit writer.
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 10 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14/99
OMB Number 2040-0086
Town of Stanley WWTP, NC0020036
Outfall number: (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE
Conc. Units Mass Units Conc. Units Mass Units Number ANALYTICAL MU MDL
of METHOD
Samples
VOLATILE ORGANIC COMPOUNDS.
ACROLEIN
ACRYLONITRILE
BENZENE BRL ugh! BRL ug/I 3 624 .066
BROMOFORM BRL ugh' BRL ug/I 3 624 .15
CARBON TETRACHLORIDE BRL ug/I BRL ug/I 3 624 .088
CLOROBENZENE BRL ugh' BRL ug/I 3 624 .098
CHLORODIBROMO-METHANE BRL ugh' BRL ug/I 3 624 .087
CHLOROETHANE BRL ugh! BRL ug/I 3 624 .26
2-CHLORO-ETHYLVINYL
ETHER
CHLOROFORM BRL ug/I BRL ug/I 3 624 .059
DIC HLOROBROMO-METHAN E
1,1-DICHLOROETHANE BRL ugh! BRL ug/I 3 624 .11
1,2-DICHLOROETHANE BRL ug/I BRL ug/I 3 624 .063
TRANS-1,2-DICHLORO-ETHYLENE BRL ug/I BRL ug/I 3 624 .093
1,1-DICHLOROETHYLENE BRL ug/I BRL ug/I 3 624 .094
1,2-DICHLOROPROPANE BRL ug/I BRL ug/I 3 624 .12
1,3-DICHLORO-PROPYLENE
ETHYLBENZENE BRL ugh BRL ug/I 3 624 .12
METHYL BROMIDE
METHYL CHLORIDE
METHYLENE CHLORIDE BRL ugh BRL ug/I 3 624 .069
1,1,2,2-TETRACHLORO-ETHANE
TETRACHLORO-ETHYLENE BRL ug/I BRL ug/I 3 624 .14
TOLUENE BRL ughI BRL ug/I 3 624 .088
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 11 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14/99
OMB Number 2040-0086
Town of Stanley WWTP, NC0020036
Outfall number: (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE
Conc. Units Mass Units Conc. Units Mass Units Number ANALYTICAL ML!MDL
of METHOD
Samples
1,1,1-TRICHLOROETHANE BRL ug/I BRL ugh' 3 624 .12
1,1,2-TRICHLOROETHANE BRL ug/I BRL ugh 3 624 .085
TRICHLORETHYLENE BRL ug/I BRL ugh 3 624 .15
VINYL CHLORIDE BRL ug/I BRL ugh 3 624 .51
Use this space(or a separate sheet)to provide information on other volatile organic compounds requested by the permit writer.
ACID-EXTRACTABLE COMPOUNDS
P-CHLORO-M-CRESOL
2-CHLOROPHENOL BRL ug/I BRL ugh 3 625 1 .7
2,4-DICHLOROPHENOL BRL ug/I BRL ug/I 3 625 1 .6
2,4-DIMETHYLPHENOL BRL ug/I BRL ugh 3 625 2.5
4,6-DINITRO-O-CRESOL
2,4-DINITROPHENOL BRL ug/I BRL ugh! 3 625 1 .2
2-NITROPHENOL BRL ug/I BRL ugh 3 625 2.3
4-NITROPHENOL BRL ug/I BRL ugh 3 625 .77
PENTACHLOROPHENOL BRL ug/I BRL ugh! 3 625 2.1
PHENOL BRL ug/I BRL ughI 3 625 .59
2,4,6-TRICHLOROPHENOL BRL ugh! BRL ugh! 3 625 3.2
Use this space(or a separate sheet)to provide information on other acid-extractable compounds requested by the permit writer.
BASE-NEUTRAL COMPOUNDS.
ACENAPHTHENE BRL ug/I BRL ugh 3 625 4.2
ACENAPHTHYLENE BRL ug/I BRL ugh! 3 625 2.9
ANTHRACENE BRL ug/I BRL ugh 3 625 1 .8
BENZIDINE BRL ug/I BRL ugh 3 625 9.6
BENZO(A)ANTHRACENE BRL ug/I BRL ugh 3 625 2.2
BENZO(A)PYRENE BRL ug/I BRL ugh 3 625 1 .7
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 12 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14i99
OMB Number 2040-0086
Town of Stanley WWTP, NC0020036
Outfall number: (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE
Conc. Units Mass Units Conc. Units Mass Units Number ANALYTICAL MU MDL
of METHOD
Samples
3,4 BENZO-FLUORANTHENE
BENZO(GHI)PERYLENE BRL ug/I BRL ug/I 3 625 2.2
BENZO(K)FLUORANTHENE BRL ug/I BRL ug/I 3 625 2.7
BIS METHANE BRL
BRL ug/I BRL ug/I 3 625 2.4
BIS(2-CHLOROETHYL)-ETHER BRL ug/I BRL ug/I 3 625 1 .9
BIS(ER HLOROISO-PROPYL) BRL ug/I BRL ug/I 3 625 2.4
ETH
BIS(2-ETHYLHEXYL)PHTHALATE 14 ug/I 4.6 ug/I 3 625 1 .9
4-BROMOPHENYLPHENYL ETHER BRL ug/I BRL ug/I 3 625 2.0
BUTYL BENZYL PHTHALATE BRL ug/I BRL ug/I 3 625 1 .9
2-CHLORONAPHTHALENE BRL ug/I BRL ug/I 3 625 3.0
4-CHLORPHENYL PHENYL ETHER BRL ug/I BRL ug/I 3 625 2.9
CHRYSENE BRL ug/I BRL ug/I 3 625 3.2
DI-N-BUTYL PHTHALATE BRL ug/I BRL ug/I 3 625 1 .6
DI-N-OCTYL PHTHALATE BRL ug/I BRL ug/I 3 625 2.6
DIBENZO(A,H)ANTHRACENE BRL ug/I BRL ug/I 3 625 2.3
1,2-DICHLOROBENZENE BRL ug/I BRL ug/I 3 625 2.0
1,3-DICHLOROBENZENE BRL ug/I BRL ug/I 3 625 2.1
1,4-DICHLOROBENZENE BRL ug/I BRL ug/I 3 625 1 .8
3,3-DICHLOROBENZIDINE BRL ug/I BRL ug/I 3 625 2.6
DIETHYL PHTHALATE BRL ug/I BRL ug/I 3 625 2.2
DIMETHYLPHTHALATE BRL ug/I BRL ug/I 3 625 2.0
2,4-DINITROTOLUENE BRL ug/I BRL ug/I 3 625 4.1
2,6-DINITROTOLUENE BRL ug/I BRL ug/I 3 625 2.9
1,2-DIPHENYLHYDRAZINE
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 13 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14/99
OMB Number 2040-0086
Town of Stanley WWTP, NC0020036
Outfall number: (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE
Conc. Units Mass Units Conc. Units Mass Units Number ANALYTICAL MU MDL
of METHOD
Samples
FLUORANTHENE BRL ug/I BRL ugh 3 625 1 .6
FLUORENE BRL ug/I BRL ugh 3 625 4.5
HEXACHLOROBENZENE BRL ug/I BRL ugh 3 625 2.1
HEXACHLOROBUTADIENE BRL ug/I BRL ugh 3 625 1 .8
HEXACHLOROCYCLO- BRL ug/I BRL ugh 3 625 2.1
PENTADIENE
HEXACHLOROETHANE BRL ugh BRL ugh! 3 625 2.3
INDENO(1,2,3-CD)PYRENE BRL ug/I BRL ugh 3 625 3.7
ISOPHORONE BRL ug/I BRL ugh 3 625 2.7
NAPHTHALENE BRL ug/I BRL ug/I 3 625 1 .7
NITROBENZENE BRL ug/I BRL ugh! 3 625.00 2.7
N-NITROSODI-N-PROPYLAMINE BRL ug/I BRL ug/I 3 625 2.2
N-NITROSODI-METHYLAMINE
N-NITROSODI-PHENYI.AMINE BRL ug/I BRL ugh 3 625 3.7
PHENANTHRENE BRL ug/I BRL ugh 3 625 1 .3
PYRENE BRL ug/I BRL ugh 3 625 1 .8
1,2,4-TRICHLOROBENZENE BRL ug/I BRL ugh 3 625 1 .7
Use this space(or a separate sheet)to provide information on other base-neutral compounds requested by the permit writer.
Use this space(or a separate sheet)to provide information on other pollutants(e.g.,pesticides)requested by the permit writer.
END OF PART D.
REFER TO THE APPLICATION OVERVIEW TO DETERMINE WHICH OTHER PARTS OF FORM
2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 14 of 21

PRISM Case Narrative
L4BORATORIES.I14C.
Date: 05/01/09 Client Project ID: PPA
Company: Town of Stanley Prism COC Group No: G0409257
Contact: Keith Hester Collection Date(s): 04/08/09
Address: 109 Lola Street Lab Submittal Date(s): 04/08/09
Stanley,NC 28164 Client Project Name Or No: NC0020036
This data package contains the analytical results for the project identified above and indudes a Case Narrative and Laboratory Report totaling
10 pages.A chain-of-custody is also attached for the samples submitted to Prism for this project.
Data qualifiers are flagged individually on each sample.A key reference for the data qualifiers appears at the end of this case narrative. Quality
control statements and/or sample specific remarks are included in the sample comments section of the laboratory report for each sample
affected.
Semi Volatile Analysis
Analysis Note for Q40842 MSD Benzo(k)fluoranthene:RPD value outside the control limit.
Volatile Analysis •
No Anomalies Reported
Metals Analysis
NA
Wet Lab and Micro Analysis
Analysis Note for 040758 LCS Phenolics,Total:No MS/MSD with this batch.
Please call if you have any questions relating to this analytical report.
Date Reviewed by: Peggy Ke dell Project Manager. Terri Cole _
Signature: ! Signature:
Review Date: 05/01/09 Approval Date: 1/09_
Data Qualifiers Key Reference:
B:Compound also detected in the method blank.
#:Result outside of the QC limits.
DO:Compound diluted out.
E:Estimated concentration,calibration range exceeded.
J:The analyte was positively identified but the value is estimated below the reporting limit.
H:Estimated concentration with a high bias.
L:Estimated concentration with a low bias.
M:A matrix effect is present
Notes:This report should not be reproduced,except in its entirety,without the writtten consent of Prism Laboratories,Inc.The results in this
report relate only to the samples submitted for analysis.
449 Springbrook Road,P.O.Box 240543,Charlotte NC 28224-0403
Phone:[phone] Toll Free:800/529-6364 Fax [phone]

:L _- NC Certification No.402
:> 3;�-L SC Certification No.99012 Laboratory Report
40 NC Drinking Water Cart.No.
Sot*.
05/01/09
Full So An.ytk.&Erriw.nooe,ml solutio.o
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 242912
109 Lola Street Sample Matrix: Water COC Group: G0409257
Stanley, NC 28164 Time Collected: 04/08/09 11:15
Time Submitted: 04/08/09 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Purgeable Organics by GC/MS
1,1,1-Trichloroethane BRL pg/L 5.0 0.12 1 624 04/17/09 12:54 Iw;try
Q40717
1,1,2,2-Tetrachloroethan e BRL pg/L 5.0 0.10 1 624 04/17/09 12:54 twtry
Q40717
1,1.2-Trichloroethane BRL pg/L 5.0 0.085 1 624 04/17/09 12:54 iwitry
Q40717
1,1-Dichloroethane BRL pg/L 5.0 0.11 1 624 04/17/09 12:54 Iwitry Q40717
1,1-Dichloroethene BRL pg/L 5.0 0.094 1 624 04/17/09 12:54 iwitry 040717
1,2-Dichlorobenzene BRL pg/L 5.0 0.098 1 624 04/17/09 12:54 Imtry Q40717
12-Dichloroethane BRL pg/L 5.0 0.063 1 624 04/17/09 12:54 Iwitry Q40717
1,2-Dichloropropane BRL pg/L 5.0 0.12 1 624 04/17/09 12:54 twitry 040717
1,3-Dichlorobenzene BRL pg/L 5.0 0.11 1 624 04/17/09 12:54 iwitry Q40717
1,4-Dichlorobenzene BRL pg/L 5.0 0.11 1 624 04/17/09 12:54 Iwiti
040717
Benzene BRL pg/L 5.0 0.066 1 624 04/17/09 12:54 Iwitry 040717
Bromodichloromethane BRL pg/L 5.0 0.082 1 624 04/17/09 12:54 Iwitry
040717
Bromoforrn BRL pg/L 5.0 0.15 1 624 04/17/09 12:54 Iwitry Q40717
Bromomethane BRL pg/L 10 0.19 1 624 04/17/09 12:54 Iwitry Q40717
Carbon Tetrachloride BRL pg/L 5.0 0.088 1 624 04/17/09 12:54 'wan/ 440717
Chlorobenzene BRL pg/L 5.0 0.098 1 624 04/17/09 12:54 Iwitry Q40717
Chloroethane BRL pg/L 10 0.26 1 624 04/17/9 12:54 Iwitry Q40717
Chloroform 6.5 pg/L 5.0 0.059 1 624 04/17/09 12:54 'witty Q40717
Chloromethane BRL pg/L 10 0.17 1 624 04/17/09 12:54 Iwitry
Q40717
cis-1,3-Dichloropropene BRL pg/L 5.0 0.20 1 624 04/17/09 12:54 Iwitry Q40717
Dibromochloromethane BRL pg/L 5.0 0.087 1 624 04/17/09 12:54 Iwitry Q40717
Ethylbenzene BRL pg/L 5.0 0.12 1 624 04/17/09 12:54 Iwitry Q40717
Methylene Chloride BRL pg/L 5.0 0.069 1 624 04/17/09 12:54 Iwitry
Q40717
Tetrachloroethene BRL pg/L 5.0 0.14 1 624 04/17/09 12:54 Iwitry
Q40717
Toluene BRL pg/L 5.0 0.088 1 624 04/17/09 12:54 Iwitry
Q40717
trans-1,2-Dic loroethene BRL pg/L 5.0 0.093 1 624 04/17/09 12:54 Iwitry Q40717
trans-1,3-Dichloropropene BRL pg/L 5.0 0.065 1 624 04/17/09 12:54 'wiry
040717
Thls report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number: 1-800/529-6364 - Fax:[phone] Page 1 of 9

i
NC Certification No.402
....steliM:ea._ ,:.:::-.-„,,,:,-„,,,,f;
ASC Certification No.99012 Laboratory Report
'= NC Drinking Water Cert.No.37735 05/01/09
Full Su,u.ce M.alytk i&Environmental Sotueons
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 242912
109 Lola Street Sample Matrix: Water COC Group: G0409257
Stanley, NC 28164 Time Collected: 04/08/09 11:15
Time Submitted: 04/08/09 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Trichloroethene BRL ug/L 5.0 0.15 1 624 04/17/09 12:54 Iwitry Q40717
Trichlorofluoromethane BRL pg/L 10 0.018 1 624 04/17/09 12:54 Iwitry Q40717
Vinyl Chloride BRL pg/L 10 0.51 1 624 04/17/09 12:54 Iwitry 040717
Surrogate %Recovery Control Limits
Toluene-d8 116 75- 121
Dibromofluoromethane 100 74-133
Bromofluorobenzene 105 69- 139
Total Cyanide,Calorimetric Method
Cyanide,Total BRL mg/L 0.0050 0.0020 1 SM4500-CN E 04/22/09 10:08 wknight Q40883
Sample Preparation: 50 mL / 50 mL SM4500-CN C 04/21/09 10:05 wknight P24349
Hardness by 1CP
Calcium 9.6 mg/L 0.10 0.034 1 200.7 04/29/09 16:27 heasler
Hardness 35 mg/L 1.0 0.089 1 200.7 04/29/09 16:27 heasler
Magnesium 2.6 mg/L 0.10 0.0012 1 200.7 04/29/09 16:27 heasler
Sample Preparation: 50 mL / 50 mL 04/27/09 8:20 mbarber P24384
Metals by ICP
Antimony BRL mg/L 0.010 0.0012 1 200.7 04/20/09 19:02 heasler Q40817
Arsenic BRL mg/L 0.010 0.0012 1 200.7 04/20/09 19:02 headier Q40817
Beryllium BRL mg/L 0.0020 0.0002 1 200.7 04/20/09 19:02 heasler Q40817
Cadmium BRL mg/L 0.0010 0.0001 1 200.7 04/20/09 19:02 heasler Q40817
Chromium BRL mg/L 0.0050 0.0005 1 200.7 04/20/09 19:02 heasler Q40817
Copper BRL mg/L 0.010 0.0008 1 200.7 04/20/09 19:02 heasler Q40817
Lead BRL mg/L 0.0050 0.0009 1 200.7 04/20/09 19:02 header Q40817
Nickel BRL mg/L 0.010 0.0014 1 200.7 04/20/09 19:02 heasler 040817
Selenium BRL mg/L 0.020 0.0022 1 200.7 04/20/09 19:02 heasler Q40817
Silver SRL mg/L 0.0050 0.0002 1 200.7 04/20/09 19:02 heasler Q40817
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 2 of 9

ANC Certification No.992 Laboratory Report
i`r SC Certification No.99012
NC Drinking Water Cert.No.37735 05/01/09
Full Service Analytical 8 Emironu,u,t Solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 242912
109 Lola Street Sample Matrix: Water COC Group: G0409257
Stanley, NC 28164 Time Collected: 04/08/09 11:15
Time Submitted: 04/08/09 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Thallium BRL mg/L 0.010 0.0039 1 200.7 04/20/09 19:02 heasler 040817
Zinc 0.054 mg/L 0.030 0.0074 1 200.7 04/20/09 19:02 heasler Q40817
Sample Preparation: 50 mL / 50 mL 200.7 04/17/09 9:10 mbarber P24317
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
Angela D.Overcash, V.P.Laboratory Services
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 3 of 9

-T= NC Certification No. 02,414,_ Laboratory Report-_ r SC Certification No.99012
_—__ NC Drinking Water Cart.No.37735 05/01/09
Full Service Analytical S.c,.-froum ntal Solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 242913
109 Lola Street Sample Matrix: Water COC Group: G0409257
Stanley, NC 28164 Time Collected: 04/08/09 11:10
Time Submitted: 04/08/09 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Total Recoverable Phenolics,Spectrophotometric,Manual 4-AAp with Distillation
Phenolics,Total BRL mg/L 0.050 0.014 1 420.1 04/16/09 15:30 wknight Q40758
Sample Preparation: 500 mL / 500 mL 420.1 04/15/09 10:50 wknight P24299
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
Angela D.Overcash, V.P.Laboratory Services
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories, Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number: 1-800/529-6364 - Fax [phone] Page 4 of 9

SCCertificaionNo.992 Laboratory Report
+ _ 5C Certification No.99012
. k
.__. - NC Dn•nking Water Cart_No.37735 05/01/09
Fu4 Service Analgtmal&Envi,,,,,„s„ta•Sduticns
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 242914
109 Lola Street Sample Matrix: Water CDC Group: G0409257
Stanley, NC 28164 Time Collected: 04/08/09 11:20
Time Submitted: 04/08/09 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Semivolatile Organic Compounds by GC/MS
1,2,4-Trichlorobenzene BRL pg/L 10 1.7 1 625 04/21/09 22:58 rselph Q40842
1,2-Dichlorobenzene BRL pg/L 10 2.0 1 625 04/21/09 22:58 rselph 040842
1,3-Dichlorobenzene BRL pg/L 10 2.1 1 625 04/21/09 22:58 rselph Q40842
1,4-Dichlorobenzene BRL pg/L 10 1.8 1 625 04/21/09 22:58 rselph Q40842
2,4,6-Trichlorophenol BRL pg/L 10 3.2 1 625 04/21/09 22:58 rselph Q40842
2,4-Dichlorophenol BRL pg/L 10 1.6 1 625 04/21/09 22:58 rselph 040842
2,4-Dimethylphenol BRL pg/L 10 2-5 1 625 04/21/09 22:58 rselph Q40842
2,4-Dinitrophenol BRL pg/L 51 1.2 1 625 04/21/09 22:58 rselph Q40842
2,4-Dinitrotoluene BRL pg/L 10 4.1 1 625 04/21/09 22:58 rselph Q40842
2,6-Dinitrotoluene BRL pg/L 10 2.9 1 625 04/21/09 22:58 rselph Q40842
2-Chloronaphthalene BRL pg/L 10 3.0 1 625 04/21/09 22:58 rselph Q40842
2-Chlorophenol BRL pg/L 10 1.7 1 625 04/21/09 22:58 rselph Q40842
2-Nitrophenol BRL pg/L 10 2.3 1 625 04/21/09 22:58 rselph Q40842
3,3'-Dichlorobenzidine BRL pg/L 10 2.6 1 625 04/21/09 22:58 rselph Q40842
4,6-Dinitro-2-methylphenol BRL pg/L 20 1-9 1 625 04/21/09 22:58 rselph Q40842
4-Bromophenylphenylether BRL pg/L 10 2.0 1 625 04/21/09 22:58 rselph Q40842
4-Chloro-3-methylphenol BRL pg/L 10 2.3 1 625 04/21/09 22:58 rselph 040842
4-Chlorophenylphenylether BRL pg/L 10 2.9 1 625 04/21/09 22:58 rselph Q40842
4-Nitrophenol BRL pg/L 10 0.77 1 625 04/21/09 22:58 rselph Q40842
Acenaphthene BRL pg/L 10 4.2 1 625 04/21/09 22:58 rselph Q40842
Acenaphthylene BRL pg/L 10 2.9 1 625 04/21/09 22:58 rselph Q40842
Anthracene BRL pg/L 10 1.8 1 625 04/21/09 22:58 rselph Q40842
Benzidine BRL pg/L 51 9.6 1 625 04/21/09 22:58 rselph Q40842
Benzo(a)anthracene BRL pg/L 10 2.2 1 625 04/21/09 22:58 rselph 440842
Benzo(a)pyrene BRL pg/L 10 1.7 1 625 04/21/09 22:58 rselph Q40842
Benzo(b)fluoranthene BRL pg/L 10 1.3 1 625 04/21/09 22:58 rselph 440842
Benzo(g,h,i)perylene
BRL PO- 10 2.2 1 625 04/21/09 22:58 rselph 040842
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 5 of 9

NC Certification No.402
iik
t gab P== SC Certification No.99012 Laboratory Report
NC Drinking Water Cert.No.37735 05/01/09
Full service analytical&enwwnme,al soauoaa
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 242914
109 Lola Street Sample Matrix: Water COC Group: G0409257
Stanley, NC 28164 Time Collected: 04/08/09 11:20
Time Submitted: 04/08/09 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor DateTme ID
Benzo(k)fluoranthene BRL pg/L 10 2.7 1 625 04/21/09 22:58 rselph
Q40842
Bis(2-chforoethoxy)methane BRL pg/L 10 2.4 1 625 04/21/09 22:58 rselph
Q40842
Bis(2-chloroethyl)ether BRL pg/L 10 1.9 1 625 04/21/09 22:58 rselph
Q40842
Bis(2-chloroisopropyi)ether BRL pg/L 10 2.4 1 625 04/21/09 22:58 rsetph
Q40842
Bls(2-ethylhexyl)phthalate 14 pg/L 10 2.8 1 625 04/21/09 22:58 rselph
Q40842
Butylbenzylphthalate BRL pg/L 10 1.9 1 625 04/21/09 22:58 rselph
Q40842
Chrysene BRL pg/L 10 3.2 1 625 04/21/09 22:58 rselph Q40842
Di-n-butylphthalate BRL pg/L 10 1.6 1 625 04/21/09 22:58 rselph Q40842
Di-n-octylphthalate BRL pg/L 10 2.6 1 625 04/21/09 22:58 rselph Q40842
Dibenzo(a,h)anthracene BRL pg/L 10 2.3 1 625 04/21/09 22:58 rselph
040842
Diethylphthalate BRL pg/L 10 2.2 1 625 04/21/09 22:58 rselph
Q40842
Dimethylphthalate BRL pg/L 10 2.0 1 625 04/21/09 22:58 rselph
040842
Fluoranthene BRL pg/L 10 1.6 1 625 04/21/09 22:58 rselph
Q40842
Fluorene BRL pg/L 10 4.5 1 625 04/21/09 22:58 rselph
Q40842
Hexachlorobenzene BRL pg/L 10 2.1 1 625 04/21/09 22:58 rselph
Q40842
Hexachlorobutadiene BRL pg/L 10 1.8 1 625 04/21/09 22:58 rselph
Q40842
Hexachlorocyclopentadiene BRL pg/L 10 2.1 1 625 04/21/09 22:58 rselph Q40842
Hexachforoethane BRL pg/L 10 2.3 1 625 04/21/09 22:58 rselph
Q40842
lndeno(1.2,3-cd)pyrene BRL pg/L 10 3.7 1 625 04/21/09 22:58 rseiph
Q40842
Isophorone BRL pg/L 10 2.7 1 625 04/21/09 22:58 rselph
Q40842
N-Nitrosodi-n-propylamine BRL pg/L 10 2.2 1 625 04/21/09 22:58 rselph
Q40842
N-Nitrosodiphenyiamine BRL pg/L 10 3.7 1 625 04/21/09 22:58 rselph
Q40842
Naphthalene BRL pg/L 10 1.7 1 625 04/21/09 22:58 rselph
p40842
Nitrobenzene BRL pg/L 10 2.2 1 625 04/21/09 22:58 rselph
Q40842
Pentachlorophenol BRL pg/L 10 2.1 1 625 04/21/09 22:58 rselph
Q40842
Phenanthrene BRL pg/L 10 1.3 1 625 04/21/09 22:58 rselph
040842
Phenol BRL pg/L 10 0.59 1 625 04/21/09 22:58 rselph Q40842
This report should not be reproduced, except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toil Free Number:1-800/529-6364 - Fax:[phone] Page 6 of 9

NC Certification No.402
., r
tom's � SC Certification No.99012 Laboratory Report
r` NC Drinking Water.06 Cert.No.37735 05101/09
Full Service Anelytltal&Environmental Solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 242914
109 Lola Street Sample Matrix: Water COC Group: G0409257
Stanley, NC 28164 Time Collected: 04/08/09 11:20
Time Submitted: 04/08/09 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Pyrene BRL .ig/L 10 1.8 1 625 04/21/09 22:58 rselph 040842
Sample Preparation: 980 mL / 1 mL 625 04/15/09 7:00 smanivanh P24295
Surrogate %Recovery Control Limits
Terphenyl-d14 110 10-154
Phenol-d5 24 10-48
Nitrobenzene-d5 77 22-103
2-Fluorophenol 39 10-59
2-Fluorobiphenyl 82 29-112
2,4,6-Tribromophenol 110 27-125
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
Angela D. Overcash, V.P.Laboratory Services
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number: 1-800/529-6364 - Fax:[phone] Page 7 of 9

NC Certification No.402 Laboratory Report
il
A,--, SC Certification No.99012
k . ,."___,1:g NC Drinking Water Cert.No.37735 05/01/09
FuEl Service A,.iy,s Erw,ronmmtd Sat/dons
Town of Stanley Project ID: PPA Client Sample ID: TRIP BLANK
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 242916
109 Lola Street Sample Matrix: Water COC Group: G0409257
Stanley, NC 28164 Time Collected: 04/08/09
Time Submitted: 04/08/09 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Purgeable Organics by GC/MS
1,1,1-Trichloroethane BRL pg/L 5.0 0.12 1 624 04/17/09 9:15 Iwitry Q40717
1,1,2,2-Tetrachloroethane BRL pg/L 5.0 0.10 1 624 04/17/09 9:15 Iwitry Q44717
1,1,2-Trichloroethane BRL pg/L 5.0 0.085 1 624 04/17/09 9:15 Iwitry Q40717
1,1-Dichloroethane BRL pg/L 5.0 0.11 1 624 04/17/09 9:15 Iwitry Q40717
1,1-Dichloroethene BRL pg/L 5.0 0.094 1 624 04/17/09 9:15 Iwitry Q40717
1,2-Dichlorobenzene BRL pg/L 5.0 0.098 1 624 04/17/09 9:15 Iwitry Q40717
1,2-Dichloroethane BRL pg/L 5.0 0.063 1 624 04/17/09 9:15 Iwitry Q40717
1,2-Dichloropropane BRL pg/L 5.0 0.12 1 624 04/17/09 9:15 Iwitry 040717
1,3-Dichlorobenzene BRL pg/L 5.0 0.11 1 624 04/17/09 9:15 Iwitry Q4D717
1,4-Dichlorobenzene BRL pg/L 5.0 0.11 1 624 04/17/09 9:15 Iwitry 440717
Benzene BRL pg/L 5.0 0.066 1 624 04/17/09 9:15 Iwitry Q40717
B rom odichlorom ethane BRL pg/L 5.0 0.082 1 624 04/17/09 9:15 iwitry Q40717
Bromoform BRL pg/L 5.0 0.15 1 624 04/17/09 9:15 Iwitry Q40717
Bromornethane BRL pg/L 10 0.19 1 624 04/17/09 9:15 Iwitry Q40717
Carbon Tetrachlonde BRL pg/L 5.0 0.088 1 624 04/17/09 9:15 witty Q40717
Chlorobenzene BRL pg/L 5.0 0.098 1 624 04/17/09 9:15 lwitry Q40717
Chloroethane BRL pg/i.. 10 0.26 1 624 04/17/09 9:15 witty Q40717
Chloroform BRL pg/L 5.0 0.059 1 624 04/17/09 9:15 (witty Q40717
Chloromethane BRL pg/L 10 0.17 1 624 04/17/09 9:15 Iwitry Q40717
cis-1,3-Dichloropropene BRL pg/L 5.0 0.20 1 624 04/17/09 9:15 witty 040717
Dibromochioromethane BRL pg/L 5.0 0.087 1 624 04/17/09 9:15 Iw/try Q40717
Ethylbenzene BRL pg/L 5.0 0.12 1 624 04/17/09 9:15 Iwitry Q40717
Methylene Chloride BRL pg/L 5.0 0.069 1 624 04/17/09 9:15 Iwitry Q40717
Tetrachloroethene BRL pg/L 5.0 0.14 1 624 04/17/09 9:15 Iwitry Q40717
Toluene BRL pg/L 5.0 0.088 1 624 04/17/09 9:15 iwitry Q40717
trans-1,2-Dichioroethene BRL pg/L 5.0 0.093 1 624 04/17/09 9:15 Iwitry Q40717
trans-1,3-Dichloropropene BRL pg/L 5.0 0.065 1 624 04/17/09 9:15 Iwitry 040717
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number: 1-800/529-6364 - Fax:[phone] Page 8 of 9

NC Certification No.402 Laboratory Report
SC Certification No.99012
: _ NC Drinking Water Cert No.37735 05/01/09
Fwi Sor.ce a,aiycw a Environmental Soeroa,:
Town of Stanley Project ID: PPA Client Sample ID: TRIP BLANK
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 242916
109 Lola Street Sample Matrix: Water COC Group: G0409257
Stanley, NC 28164 Time Collected: 04/08/09
Time Submitted: 04/08/09 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor DateTme ID
Trichioroethene BRL .ig1L 5.0 0.15 1 624 04/17/09 9:15 Iwitry Q40717
Trichlorofluoromethane BRL pg/L 10 0.018 1 624 04/17/09 9:15 Iwitry Q40717
Vinyl Chloride BRL pg/L 10 0.51 1 624 04/17/09 9:15 'Miry 040717
Surrogate Y.Recovery Control Limits
Toluene-d8 108 75-121
Dibromofluoromethane 131 74-133
Bromofluorobenzene 105 69-139
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-Hags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
Angela D. Overcash, V.P.Laboratory Services
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories.Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone: [phone] - Toll Free Number: 1-800/529-6364 - Fax:[phone] Page 9 of 9

kANC Certification No.402Laboratory Report
=x { SC Certification No.99012
NC Drinking Water Cert.No.37735 04/21/09
Full Service Anaytical 8 Environmental Solutions
Town of Stanley Project Name: Mercury 1631 Client Sample ID: EFFLUENT(BLANK)
Attn: Keith Hester Project ID: 021209-03 Prism Sample ID: 242979
109 Lola Street Sample Matrix: Water COC Group: G0409272
Stanley, NC 28164 Time Collected: 04/08/09 11:09
Time Submitted: 04/08/09 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Mercury by CVAFS
Mercury BRL ng/L 1.0 0.19 1 1631E 04/16/09 16:13 dsuliivan Q40742
Sample Preparation: 500mL / 500 mL 1631E 04/15/09 13:00 dsullivan P24293
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only. No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
Angela D.Overcash, V.P. Laboratory Services
•
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte, NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 1 of 2

�{t�,) .f" ryP� l� �),,I CHAT OF CUSTODY RECORD LAB USE ONLY
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Full Service Me oat&Environmental Solutions / Pit t3 A :' s"f 't • }Vr 4D ,r, ,9t: '
449 8 In brook Road•P.O.Box 240643• Project Name: t , r, ,-,r I
pI g Charlotte,NC 28220-064a t o r t r r t a r }s ' z y a4 y
Phone:[phone] • Fax:[phone] Short Hold Analysts: e� (No) UST Project (Yes) o) t r 9tif i, Tit ',, rr� , ,, l'
Client Company Name:TO Jul Cif 3r 411JL fy `Please ATTACH any project specific reporting(QC LEVEL 11111111 , d, � ` t, •' '''. - A t; r � . / ( j
Report To/Contact Name: /�E�r/� /i� 57�E/Q provisions and/or QC Requirements 11 °DY S INT Sf '` �r ' ,' g"t n
Invoice To: /��/7 H fi/ �7'f iP ea IL,,r 1W/ THI r �� r~i r" ,'ii v h
Reporting Address: /09 G66� �? LSr9KE ? su �' & Y`' _ 1
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Phone24 '0763t 0 j 84 Fax(Yes)(No): Purchase Order No./Billing Reference TO BE FILLED IN BY CLIENT/SAMPLING PERSONNEL
Email(Yes)(No)Email Address Requested Due Date 0 1 Day O 2 Days ❑3 Days ❑4 Days O 6 Days Certification: NELAC USACE FL
4311
EDD Type:PDF_Excel Other "Working Days" ❑6-9 Days XStandard 10 days ❑IMAWOr duet Be
Site Location Name: Samples received after 15:00 will be processed next business day. SC OTHER N/A
Site Location Physical Address: Turnaround time Is based on business days,excluding weekends and holidays. Water Chlorinated YE$ NO
EE REVERSE
BY PRISM LABORATORIES,INC.TO CLIIENS NTT)SERVICEa
RENDERED N Sample Iced Upon Collection 430 NO_
TIME MATRIX SAMPLE CONTAINER ANALYSES*OUESTED\' PRISM
CLIENT DATE COLLECTED (SOIL, PRESERVA- �� LAB
SAMPLE DESCRIPTION COLLECTED MILITARY WATER OR 'TYPE NO. TIVES A.k/N?ryk9 //k//-/� ?9/04i*IIIEMARKS ID B
HOURS SLUDGE) SEE BELOWAtE /
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Sampler's AI QQ.��.- (Print Cal f� / rf. ANiliatlon WAl Or
Upon relinquishing,this Chain of Custody is your authorization for Prism to proceed with the analyses as requested above.Any changes must be PRISM USE ONLY
submitted In writing to the Prism Project Manager.There will be charges for any changes after a alyses have been Initialized.
Relinqulehed By(Signature) __ Received Mire) Date MIIIraryMwre Additional Comments: a t e'a 4 w :,,y'
16.4.V.. J�-1•.,�vv r � "'! eti��{+x�ra 1,IYA,� 11 a.
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NOTE:ALL SAMPLE COOLERS SHOULD BE TAPED 9HU 'fi STob EAL9 MAR ORTATION TO 7H ••:OiiATORY. raup o, V�'vv 4` .s,•�)?'^ 'ts b� >••=;.
SAMPLES ARE NOT ACCEPTED AND VERIFIED AGAINST OC UNTIL RECEIVED AT THE LABORATORY.
CI Fed Ex O UPS CIHand•deilvered Priem Field Service CI Other Gogr)qC//�)
NPDES: UST: GROUNDWATER: DRINKING WATER: SOLID WASTE: RCRA: CERCLA LANDFILL OTHER: SEE REVERSE FOR
�Z(NC ❑SC D NC ❑SC ❑NC ❑SC ❑NC ❑SC ❑NC CISC ❑NC 10SC ❑NC ❑SC ❑NC CISC CINC ❑SC TERMS 8 CONDITIONS
*CONTAINER TYPE CODES: A=Amber C=Clear G=Glass P=Plastic; TL=Teflon-Lined Cap VOA=Volatile Organics Analysis(Zero Head Space) ORIGINAL

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s NC Certification No.402 Laboratory Report
rh., SC Certification No.99012
s
2
NC Drinking Water Cert.No.37735 01/14/10
Full Service AnalytttaI&Environmental Solueoro
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 267441
109 Lola Street Sample Matrix: Water COC Group: G0110118
Stanley, NC 28164 Time Collected: 01/06/10 10:45
Time Submitted: 01/06/10 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
Angela D.Overcash, V.P.Laboratory Services
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 2 of 8

Case Narrative
PRISM
LAB ORATORIES,INC.
Date: 01/15/10 Client Project ID: PPA
Company: Town of Stanley Prism COC Group No: G0110118
Contact: Keith Hester Collection Date(s): 01/06/10
Address: 109 Lola Street Lab Submittal Date(s): 01/06/10
Stanley,NC 28164 Client Project Name Or No: NC0020036
This data package contains the analytical results for the project identified above and includes a Case Narrative and Laboratory Report totaling 9
pages.A chain-of-custody is also attached for the samples submitted to Prism for this project.
Data qualifiers are flagged individually on each sample.A key reference for the data qualifiers appears at the end of this case narrative.Quality
control statements and/or sample specific remarks are included in the sample comments section of the laboratory report for each sample
affected.
Semi Volatile Analysis
Analysis Note for 047128 LCS Hexachlorocydopentadiene:LCS recovery outside the control limits.This compound was not detected in
samples associated with this batch.No further action was taken.
Analysis Note for Q47128 MS 2,4-Dinitrophenol:MS recovery outside the control limits.
Analysis Note for Q47128 MS Hexachlorocydopentadiene:MS recovery outside the control limits.
Analysis Note for Q47128 MSD 2,4-Dinitrophenol:RPD value outside the control limit.
Analysis Note for Q47128 MSD 4,6-Dinitro-2-methylphenol:RPD value outside the control limit,
Analysis Note for Q47128 MSD 4-Nitrophenol:RPD value outside the control limit.
Analysis Note for 047128 MSD Di-n-odylphthalate:RPD value outside the control limit.
Analysis Note for 047128 MSD Hexathlorocyclopentadiene:MSD recovery outside the control limits.
Volatile Analysis
NA
Metals Analysis
No Anomalies Reported
Wet Lab and Micro Analysis
No Anomalies Reported
Please call if you have any questions relating to this analytical report.
Date Reviewed by: Pegg Kendall Project Manager. W.Cole
Signature: !( -udatT Signature:
Review Date: 01/1 /15 0' Approval Date: 01/15/10
Data Qualifiers Key Reference:
B:Compound also detected in the method blank.
#:Result outside of the QC limits.
DO:Compound diluted out.
E:Estimated concentration,calibration range exceeded.
J:The analyte was positively identified but the value is estimated below the reporting limit.
H:Estimated concentration with a high bias.
L:Estimated concentration with a low bias.
M:A matrix effect is present.
Notes:This report should not be reproduced,except in its entirety,without the writtten consent of Prism Laboratories,Inc.The results in this
report relate only to the samples submitted for analysis.
449 Springbrook Road,P.O.Box 240543,Charlotte NC 28224-0403
Phone:[phone] Toll Free:800/529-6364 Fax:[phone]

0
_; :CC Certification No.402 Laboratof�VRe ort
lik . .
�v C Certification No.99012441 ■) pzit . , Drinking Water Cert.No.37735 01/14/10
Full Service Analytical&Envionmenh I Solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 267441
109 Lola Street Sample Matrix: Water COC Group: G0110118
Stanley,NC 28164 Time Collected: 01/06/10 10:45
Time Submitted: 01/06/10 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Hardness by ICP
Calcium 11 mg/L 0.10 0.034 1 200.7 01/11/10 16:53 dsullivan
• Hardness 41 mg/L 1.0 0.089 1 200.7 01/11/10 16:53 dsullivan
Magnesium 3.4 mg/L 0.10 0.0012 1 200.7 01/11/10 16:53 dsullivan
Metals by ICP
Antimony BRL mg/L 0.010 0.00076 1 200.7 01/11/10 16:53 dsullivan Q47106
Arsenic BRL mg/L 0.010 0.0016 1 200.7 01/11/10 16:53 dsullivan Q47106
Beryllium BRL mg/L 0.0020 0.00041 1 200.7 01/11/10 16:53 dsullivan Q47106
Cadmium BRL mg/L 0.0010 0.0003 1 200.7 01/11/10 16:53 dsullivan Q47106
Chromium BRL mg/L 0.0050 0.00059 1 200.7 01/11/10 16:53 dsullivan Q47106
Copper 0.025 mg/L 0.010 0.00047 1 200.7 01/11/10 16:53 dsullivan Q47106
Lead BRL mg/L 0.0050 0.0006 1 200.7 01/11/10 16:53 dsullivan 047106
Nickel BRL mg/L 0.010 0.0028 1 200.7 01/11/10 16:53 dsullivan Q47106
Selenium BRL mg/L 0.020 0.0019 1 200.7 01/11/10 16:53 dsullivan Q47106
Silver BRL mg/L 0.0050 0.00048 1 200.7 01/11/10 16:53 dsullivan Q47106
Thallium BRL mg/L 0.010 0.0011 1 200.7 01/11/10 16:53 dsullivan Q47106
Trnc 0.11 mg/L 0.030 0.0022 1 200.7 01/11/10 16:53 dsullivan Q47106
Sample Preparation: 50 mL / 50 mL 200.7 01/11/10 8:05 mbarber P26441
Total Recoverable Phenolics,Spectrophotometric,Manual 4-AAp with Distillation
Phenolics,Total BRL mg/L 0.50 0.18 1 420.1 61/12/10 11:30 kpowers Q47139
Sample Preparation: 50 mL / 50 mL 420.1 01/12/10 9:00 kpowers P26456
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 1 of 8

NC Certification No.402 Laboratory Report
A ik / _ SC Certification No.99012
`` . ,
NC Drinking Water Cert.No.37735 01/14/10
Fun Service Analytical a F.nvironment21solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 267443
109 Lola Street Sample Matrix: Water COC Group: G0110118
Stanley, NC 28164 Time Collected: 01/06/10 10:40
Time Submitted: 01/06/10 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Semivolatile Organic Compounds by GC/MS
1,2,4-Trichlorobenzene BRL pg/L 9.7 1.6 1 625 01/12/10 12:06 cphilbrick Q47128
1,2-Dichlorobenzene BRL pg/L 9.7 1.9 1 625 01/12/10 12:06 cphilbrick Q47128
1,3-Dichlorobenzene BRL pg/L 9.7 2.0 1 625 01/12/10 12:06 cphilbrick 047128
1,4-Dichlorobenzene BRL pg/L 9.7 1.7 1 625 01/12/10 12:06 cphilbrick 047128
2,4,6-Trichlorophenol BRL pg/L 9.7 3.0 1 625 01/12/10 12:06 cphilbrick Q47128
2,4-Dichlorophenol BRL pg/L 9.7 1.5 1 625 01/12/10 12:06 cphilbrick Q47128
2,4-Dimethylphenol BRL pg/L 9.7 2.4 1 625 01/12/10 12:06 cphilbrick 047128
2,4-Dinitrophenol BRL pg/L 49 1.1 1 625 01/12/10 12:06 cphilbrick Q47128
2,4-Dinitrotoluene BRL pg/L 9.7 3.9 1 625 01/12/10 12:06 cphilbrick Q47128
2,6-Dinitrotoluene BRL pg/L 9.7 2.7 1 625 01/12/10 12:06 cphilbrick Q47128
2-Chloronaphthalene BRL pg/L 9.7 2.9 1 625 01/12/10 12:06 cphilbrick 047128
2-Chlorophenol BRL pg/L 9.7 1.7 1 625 01/12/10 12:06 cphilbrick Q47128
2-Nitrophenol BRL pg/L 9.7 2.2 1 625 01/12/10 12:06 cphilbrick Q47128
3,3"-Dichlorobenzidine BRL pg/L 9.7 2.5 1 625 01/12/10 12:06 cphilbrick Q47128
4,6-Dinitro-2-methylphenol BRL pg/L 19 1.8 1 625 01/12/10 12:06 cphilbrick Q47128
4-Bromophenylphenylether BRL pg/L 9.7 1.9 1 625 01/12/10 12:06 cphilbrick 047128
4-Chloro-3-methylphenol BRL pg/L 9.7 2.2 1 625 01/12/10 12:06 cphllbrlck 047128
4-Chiorophenylphenylether BRL pg/L 9.7 2.8 1 625 01/12/10 12:06 cphilbrick Q47128
4-Nitrophenol BRL pg/L 9.7 0.74 1 625 01/12/10 12:06 cphilbrick Q47128
Acenaphthene BRL pg/L 9.7 4.0 1 625 01/12/10 12:06 cphilbrick 047128
Acenaphthylene BRL pg/L 9.7 2.7 1 625 01/12/10 12:06 cphilbrick Q47128
Anthracene BRL pg/L 9.7 1.7 1 625 01/12/10 12:06 cphilbrick Q47128
Benzidine BRL pg/L 49 9.1 1 625 01/12/10 12:06 cphilbrick Q47128
Benzo(a)anthracene BRL pg/L 9.7 2.1 1 625 01/12/10 12:06 cphilbrick Q47128
Benzo(a)pyrene BRL pg/L 9.7 1.6 1 625 01/12/10 12:06 cphilbrick Q47128
Benzo(b)fluoranthene BRL pg/L 9.7 1.2 1 625 01/12/10 12:06 cphilbrick Q47128
Benzo(g,h,i)perylene BRL pg/L 9.7 2.1 1 625 01/12/10 12:06 cphilbrick Q47128
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 3 of 8

• •
NC Certification No.402 Laboratory Report
y ` n SC Certification No.99012
Al
NC Drinking Water Cert.No.37735 01/14/10
Full Service AnaryUW&Environmental Solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 267443
109 Lola Street Sample Matrix: Water COC Group: G0110118
Stanley, NC 28164 Time Collected: 01/06/10 10:40
Time Submitted: 01/06/10 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Benzo(k)fluoranthene BRL pg/L 9.7 2.6 1 625 01/12/10 12:06 cphilbrick Q47128
Bis(2-chloroethoxy)methane BRL pg/L 9.7 2.3 1 625 01/12/10 12:06 cphilbrick Q47128
Bis(2-chloroethyl)ether BRL pg/L 9.7 1.8 1 625 01/12/10 12:06 cphilbrick Q47128
Bis(2-chioroisopropyl)ether BRL pg/L 9.7 2.2 1 625 01/12/10 12:06 cphilbrick Q47128
Bis(2-ethylhexyl)phthalate BRL pg/L 9.7 2.6 1 625 01/12/10 12:06 cphilbrick Q47128
Butylbenzylphthalate BRL pg/L 9.7 1.9 1 625 01/12/10 12:06 cphilbrick Q47128
Chrysene BRL pg/L 9.7 3.0 1 625 01/12/10 12:06 cphilbrick Q47128
Di-n-butylphthalate BRL pg/L 9.7 1.5 1 625 01/12/10 12:06 cphilbrick Q47128
Di-n-octylphthalate BRL pg/L 9.7 2.5 1 625 01/12/10 12:06 cphilbrick Q47128
Dibenzo(a,h)anthracene BRL pg/L 9.7 2.2 1 625 01/12/10 12:06 cphilbrick Q47128
Diethylphthalate BRL pg/L 9.7 2.1 1 625 01/12/10 12:06 cphilbrick Q47128
Dimethylphthalate BRL pg/L 9.7 1.9 1 625 01/12/10 12:06 cphilbrick Q47128
Fluoranthene BRL pg/L 9-7 1.5 1 625 01/12/10 12:06 cphilbrick Q47128
Fluorene BRL pg/L 9.7 4.3 1 625 01/12/10 12:06 cphilbrick 047128
Hexachlorobenzene BRL pg/L 9.7 2.0 1 625 01/12/10 12:06 cphilbrick Q47128
Hexachlorobutadiene BRL pg/L 9.7 1.7 1 625 01/12/10 12:06 cphilbrick Q47128
Hexachlorocyclopentadiene BRL pg/L 9.7 2.0 1 625 01/12/10 12:06 cphilbrick Q47128
Hexachloroethane BRL pg/L 9.7 2.2 1 625 01/12/10 12:06 cphilbrick Q47128
Indeno(1,2,3-cd)pyrene BRL pg/L 9.7 3.5 1 625 01/12/10 12:06 cphilbrick 047128
Isophorone BRL pg/L 9.7 2.5 1 625 01/12/10 12:06 cphilbrick Q47128
N-Nitrosodi-n-propylamine BRL pg/L 9.7 2.1 1 625 01/12/10 12:06 cphilbrick Q47128
N-Nitrosodiphenylamine BRL pg/L 9.7 3-5 1 625 01/12/10 12:06 cphilbrick Q47128
Naphthalene BRL pg/L 9.7 1.6 1 625 01/12/10 12:06 cphilbrick Q47128
Nitrobenzene BRL pg/L 9.7 2.1 1 625 01/12/10 12:06 cphilbrick Q47128
Pentachlorophenol BRL pg/L 9.7 2.0 1 625 01/12/10 12:06 cphilbrick Q47128
Phenanthrene BRL pg/L 9.7 1.2 1 625 01/12/10 12:06 cphilbrick Q47128
Phenol BRL pg/L 9.7 0.56 1 625 01/12/10 12:06 cphilbrick Q47128
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 4 of 8

I .
NC Certification No.402 Laboratory Report
) . .
SC Certification No.99012
k
NC Drinking Water Cert No.37735 01/14/10
Fuff Senate Anelrticel&Environmental StluYtns
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 267443
109 Lola Street Sample Matrix: Water COC Group: G0110118
Stanley,NC 28164 Time Collected: 01/06/10 10:40
Time Submitted: 01/06/10 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Pyrene BRL pg/L 9.7 1.7 1 625 01/12/10 12:06 cphilbrick Q47128
Sample Preparation: 1030 mL / 1 mL 625 01/11/10 9:00 cdaly P26442
Surrogate %Recovery Control Limits
Terphenyl-d14 85 10-154
Phenol-d5 20 10-48
Nitrobenzene-d5 49 22-103
2-Fluorophenol 25 10-59
2-Fluorobiphenyl 59 29-112
2,4.6-Tribromophenol 55 27-125
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
Angela D.Overcash, V.P.Laboratory Services
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 5 of 8

* NC Certification No.402 Laboratory Report
_: SC Certification No.99012
NC Drinking Water Cert.No.37735 01/14/10
Full Service Analytical&Ermrcnmaul solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 267444
109 Lola Street Sample Matrix: Water COC Group: G0110118
Stanley, NC 28164 Time Collected: 01/06/10 11:45
Time Submitted: 01/06/10 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Total Cyanide,Colorimetric Method
Cyanide,Total BRL mg/L 0.0050 0.0020 1 SM4500-CN E 01/11/10 14:43 kpowers Q47116
Sample Preparation: 50 mL / 50 mL SM4500-CN C 01/11/10 8:50 kpowers P26451
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
Angela D.Overcash, V.P.Laboratory Services
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 6 of 8

, , , NC Certification No.402 Laboratory Report
..ik
k `- SC Certification No.99012
• ti t
:._K• °a• ' NC Drinking Water Cert.No.37735 01/14/10
Full Service Analytical&Environmental Solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT BLANK
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 267445
109 Lola Street Sample Matrix: Water COC Group: G0110118
Stanley, NC 28164 Time Collected: 01/06/10 11:54
Time Submitted: 01/06/10 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Mercury by CVAFS
Mercury BRL ng/L 1.0 0.19 1 1631E 01/13/10 14:49 mcampbell Q47191
Sample Preparation: 500 mL / 500 mL 1631E 01/12/10 13:00 mcampbell P26475
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis ,
Angela D.Overcash, V.P.Laboratory Services
This report should not be reproduced.except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 7 of 8

•
NC Certification No.402 Laboratory Report
map g SC Certification No.99012
• NC Drinking Water Cert.No.37735 01/14/10
Full Ssvic.Analytical&Emironnenbi Solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT SAMPLE
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 267446
109 Lola Street Sample Matrix: Water COC Group: G0110118
Stanley, NC 28164 Time Collected: 01/06/10 11:55
Time Submitted: 01/06/10 16:20
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Mercury by CVAFS
Mercury 120 ng/L 4.0 0.74 4 1631E 01/13/10 14:54 mcampbelt Q47191
Sample Preparation: 500 mL / 500 mL 1631E 01/12/10 13:00 mcampbelt P26475
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
Angela D.Overcash, V.P.Laboratory Services
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 8 of 8

'far", yTi CHAIN OF CUSTODY RECORD LAB USE ONLY
��ly r;'G� � t p�p .r.{y��t,� 1 v�, J � p F Y u�l W"v w a'JZlln,ai .
At,t i,, I. i PAGE OF ! QUOTE II TO ENSURE PROPER BILLING: �l, r ^ p��� y� R q o r r,
Full Service Analytical&Environmental Solutions ��n a; ` F"�i"tldld,,22g I�,A7 ,, e•`+e w sl.l ,P,I; A.`A�
449 Springbrook Road•P.O.Box 240543•Charlotte NC 28224-0843 Project Name: ia!I„i* e I ,, v1 '''.', .,4p'+ rz'fl141 ,
Short Hold Analysis: (No) t+' etrQ ❑ 4 �. r I �i4 il,4s'
Phone:[phone] • Fax [phone] Y UST Project (Yes) No ^k� „� , it ,.; 1 - ,
*Please ATTACH anyprojectif ►lo , '1 ,;.� 'B ,- r T<�7 , '; " N'e,;rr,L!' k
Client Company Name (�1� �F �T14� specific reporting(QC LEVEL I II III IV) � [ r
Report To/Contact Namg: E1(�{ �%STF(Z provisions an /or QC,tlequlrements F F r t i'r� Nn tixg i ; .7 'a' bOf },,',
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Reporting Address:.10 L�I A s T'f2F.�r r 4 a e , ` °� Pi , 1t}M
Srti N &q Nc. v $1C,4 Address:Sit r>'IE , ti,' , ,, o- iiwL,�:.04,,,��,�tr ,., *. ,A .
Phone 70 /P `01 (p Fax(Yes)(N Purchase Order No./Billing Reference TO BE FILLED IN BY CLIENT/SAMPLING PERSO kk EL
Email(Yes)(No)Email Address Requested Due Date 0 1 Day 0 2 Days 0 3 Days 0 4 Days ❑5 Days Certification: NELAC USACE FL
EDD Type:PDF Excel Other "Working Days" O 6-9 Days VStandard 10 days u Rure-shApprove Work Mdust Be
P
Site Location Name: Samples received after 15:00 will be processed next business day. SOOTHER N/A
Site Location Physical Address: Turnaround time is based on business days,excluding weekends and holidays. Water Chlorinated:(YES_ NO
(SEE REVERSE FOR TERMS&CONDITIONS REGARDING SERVICES �..�
RENDERED BY PRISM LABORATORIES,INC.TO CLIENT) Sample Iced Upon Collection. ES NO
TIME MATRIX SAMPLE CONTAINER . j ASES REQU TED PRISM
CLIENT DATE COLLECTED (SOIL, PRESERVA- 4,<R4/316'��\v t LAB
SAMPLE DESCRIPTION COLLECTED MILITARY WATER OR *TYPE TIVES /� MARKS
HOURS SLUDGE) SEE BELOW NO. ` // ' ID NO.
N.
EFFi!UEI.JT .1( -aOJC 101‘48 cam) T I 0,5o 14nto3 X '� fr,�l (ibt G
ERLue tr. 16 „awe 10;(4,5 c o P 1 a5© F1u03 X as, .1e., __L__
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caFlce.1 low-6lrer,f-w.1( r -
Pn .A{ • PRESS DOWN FIRMLY - 3 COPIES
Kra'
Sampler's Signature ) . Sampled By(Print Name) 1�' s h-1 I"E T7r Affiliationr ?'i .*" EP,A/IS
Upon relinquishing,this Chain of Custody Is your authorization for Prism to proceed with the analyses es requested above.Any changes must be PRISM USE ONLY
submitted In wrltl g tQQQ���th�Pr am Project Manager.There will be charges for any than.es after analyses have been Initialized.
R gpfah (SI n ure Received e g /9r Dai Military/Hours!Hours
{j��JJ W �� ry Additional Comments; r� •t , q�r -i'l �,
Re !shed B (91G a • Rine ' �b C �,,T k� ��r//416
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Myleage: � Y '
Method of Shipment: NOTE:ALL SAMPLE COOLERS SHOULD BE TAPE4 SHUT H C I ST•• : S FOR TRANSPORTATION TO THE LABORATORY. 0 Group No. —At?•' ( 1"/S Pi`✓
SAMPLES ARE NOT ACCEPTED AND VERIFIED AO INST OC UNTIL RECEIVED AT TI-'S LABORATORY.
0 Fad Ex 0 UPS 0 Hand•dellvered ❑Prism Field Service O Other G-0`t&t
NPDES: UST: GROUNDWATER: DRINKING WATER: SOLID WASTE: RCRA: CERCI.A LANDFILL OTHER: SEE REVERSE FOR
TERMS&CONDITIONS
❑NC USC ❑NC ❑SC ❑NC ❑SC ❑NC OSC 0NC CISC ❑NC CI SC ❑NC ❑SC ❑NC ❑SC CI NC CI SC
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑— ❑
*CONTAINER TYPE CODES: A=Amber C=Clear G=Glass P=Plastic; TL=Teflon-Lined Cap VOA=Volatile Organics Analysis(Zero Head Space) ORIGINAL

PRISM Case Narrative
LABORATORIES.INC.
Date: 01/15/10 Client Project ID: PPA
Company: Town of Stanley Prism COC Group No: G0110173
Contact: Keith Hester Collection Date(s): 01/07/10
Address: 109 Lola Street Lab Submittal Date(s): 01/07/10
Stanley,NC 28164 Client Project Name Or No: NC0020036
This data package contains the analytical results for the project identified above and indudes a Case Narrative and Laboratory Report totaling 5
pages.A chain-of-custody is also attached for the samples submitted to Prism for this project.
Data qualifiers are flagged individually on each sample.A key reference for the data qualifiers appears at the end of this case narrative.Quality
control statements and/or sample specific remarks are included in the sample comments section of the laboratory report for each sample
affected.
Semi Volatile Analysis
NA
Volatile Analysis
No Anomalies Reported
Metals Analysis
NA
Wet Lab and Micro Analysis
NA
Please call if you have any questions relating to this analytical report.
Date Reviewed by: Pegg Kendall Project Manager T 'W.Cole
Signature: l 644 a/CLLe Signature:
Review Date: 01/15/10 Approval Date: 01/15/10
Data Qualifiers Key Reference:
B:Compound also detected in the method blank.
#:Resuft outside of the QC limits.
DO:Compound diluted out.
E:Estimated concentration,calibration range exceeded.
J:The analyte was positively identified but the value is estimated below the reporting limit.
H:Estimated concentration with a high bias.
L: Estimated concentration with a low bias.
M:A matrix effect is present.
Notes:This report should not be reproduced,except in its entirety,without the writtten consent of Prism Laboratories, Inc.The results in this
report relate only to the samples submitted for analysis.
449 Springbrook Road,P.O.Box 240543,Charlotte NC 28224-0403
Phone:[phone] Toll Free:800/529.6364 Fax [phone]

402
SC Certification No. Laboratory Report
SC Certification No.99012
'; NC Drinking Water Cert.No.37735 01/15/10
Full Service Analytical&Environmental Solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 267576
109 Lola Street Sample Matrix: Water COC Group: G0110173
Stanley,NC 28164 Time Collected: 01/07/10 13:15
Time Submitted: 01/07/10 15:40
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor DateTme ID
Purqeable Organics by GC/MS
1,1,1-Trichloroethane BRL pg/L 5.0 0.12 1 624 01/12/10 0:22 witty Q47092
1,1,2,2-Tetrachloroethane BRL pg/L 5.0 0.10 1 624 01/12/10 0:22 Iwitry Q47092
1,1,2-Trichloroethane BRL pg/L 5.0 0.085 1 624 01/12/10 0:22 Iwitry Q47092
1,1-Dichloroethane BRL pg/L 5.0 0.11 1 624 01/12/10 0:22 Iwitry Q47092
1,1-Dichloroethene BRL pg/L 5.0 0.094 1 624 01/12/10 0:22 [witty Q47092
1,2-Dichlorobenzene BRL pg/L 5.0 0.098 1 624 01/12/10 0:22 (witty Q47092
1,2-Dichioroethane BRL pg/L 5.0 0.063 1 624 01/12/10 0:22 Iwitry Q47092
1,2-Dichloropropane BRL pg/L 5.0 0.12 1 624 01/12/10 0:22 Iwitry Q47092
1,3-Dichlorobenzene BRL pg/L 5.0 0.11 1 624 01/12/10 0:22 Iwitry Q47092
1,4-Dichlorobenzene BRL pg/L 5.0 0.11 1 624 01/12/10 0:22 Iwitry Q47092
Benzene BRL pg/L 5.0 0.066 1 624 01/12/10 0:22 Iwitry Q47092
Bromodichloromethane BRL pg/L 5.0 0.082 1 624 01/12/10 0:22 Iwitry Q47092
Bromoform BRL pg/L 5.0 0.15 1 624 01/12/10 0:22 (witty Q47092
Bromomethane BRL pg/L 10 0.19 ' 1 624 01/12/10 0:22 Iwitry Q47092
Carbon Tetrachloride BRL pg/L 5.0 0.088 1 624 01/12/10 0:22 Iwitry Q47092
Chlorobenzene BRL pg/L 5.0 0.098 1 624 01/12/10 0:22 (witty Q47092
Chloroethane BRL pg/L 10 0.26 1 624 01/12/10 0:22 Iwitry Q47092
Chloroform BRL pg/L 5.0 0.059 1 624 01/12/10 0:22 Iwitry Q47092
Chloromethane BRL pg/L 10 0.17 1 624 01/12/10 0:22 witty Q47092
cis-1,3-Dichloropropene BRL pg/L 5.0 0.20 1 624 01/12/10 0:22 Iwitry Q47092
Dibromochloromethane BRL pg/L 5.0 0.087 1 624 01/12/10 0:22 (witty Q47092
Ethylbenzene BRL pg/L 5.0 0.12 1 624 01/12/10 0:22 Iwitry Q47092
Methylene Chloride BRL pg/L 5.0 0.069 1 624 01/12/10 0:22 Iwitry Q47092
Tetrachloroethene BRL pg/L 5.0 0.14 1 624 01/12/10 0:22 Iwitry Q47092
Toluene BRL pg/L 5.0 0.088 1 624 01/12/10 0:22 Iwitry Q47092
trans-1,2-Dichloroethene BRL pg/L 5.0 0.093 1 624 01/12/10 0:22 Iwitry Q47092
trans-1,3-Dichloropropene BRL pg/L 5.0 0.065 1 624 01/12/10 0:22 Iwitry Q47092
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 1 of 4

J
A . SC Certification No.902 Laboratory Report
SC Certification No.99012
NC Drinking Water Cert.No.37735 01/15/10
Full Suyk*Anslytleai S Environmental Solution
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 267576
109 Lola Street Sample Matrix Water COC Group: G0110173
Stanley,NC 28164 Time Collected: 01/07/10 13:15
Time Submitted: 01/07/10 15:40
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Trichloroethene BRL pg/L 5.0 0.15 1 624 01/12/10 0:22 Iwitry Q47092
Trichlorofiuoromethane BRL pg/L 10 0.018 1 624 01/12/10 0:22 Wiry Q47092
Vinyl Chloride BRL pg/L 10 0.51 1 624 01/12/10 0:22 Iwitry Q47092
Surrogate %Recovery Control Limits
Toluene-d8 90 75-121
Dibromofluoromethane 95 74-133
Bromofluorobenzene 94 69-139
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments. •
All results are reported on a wet-weight basis
Angela D.Overcash, V.P. Laboratory Services
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 2 of 4

,
NC Certification No.402 Laboratory Report
SC Certification No.99012
-`` b NC Drinking Water Cert.No.37735 01/15/10
Full IkMce Analytical&Envirommeotul Solution,
Town of Stanley Project ID: PPA Client Sample ID: TRIP BLANK
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 267577
109 Lola Street Sample Matrix: Water COC Group: G0110173
Stanley, NC 28164 Time Collected: 01/07/10
Time Submitted: 01/07/10 15:40
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Purgeable Organics by GC/MS
1,1,1-Trichloroethane BRL pg/L 5.0 0.12 1 624 01/11/10 23:03 Iwitry Q47092
1,1,2,2-Tetrachloroethane BRL pg/L 5.0 0.10 1 624 01/11/10 23:03 Iwitry Q47092
1,1,2-Trichloroethane BRL pg/L 5.0 0.085 1 624 01/11/10 23:03 Iwitry 447092
1,1-Dichioroethane BRL pg/L 5.0 0.11 1 624 01/11/10 23:03 twitry Q47092
1,1-Dichloroethene BRL pg/L 5.0 0.094 1 624 01/11/10 23:03 lwiitry Q47092
1,2-Dichlorobenzene BRL pg/L 5.0 0.098 1 624 01/11/10 23:03 Iwitry Q47092
1,2-Dichloroethane BRL pg/L 5.0 0.063 1 624 01/11/10 23:03 Iwitry Q47092
1,2-Dichloropropane BRL pg/L 5.0 0.12 1 624 01/11/10 23:03 Iwitry Q47092
1,3-Dichlorobenzene BRL pg/L 5.0 0.11 1 624 01/11/10 23:03 Iwitry Q47092
1,4-Dichlorobenzene BRL pg/L 5.0 0.11 1 624 01/11/10 23:03 Iwitry Q47092
Benzene BRL pg/L 5.0 0.066 1 624 01/11/10 23:03 Iwitry Q47092
Bromodichloromethane BRL pg/L 5.0 0.082 1 624 01/11/10 23:03 Iwitry Q47092
Bromoform BRL pg/L 5.0 0.15 1 624 01/11/10 23:03 Iwitry Q47092
Bromomethane BRL pg/L 10 0.19 1 624 01/11/10 23:03 Iwitry Q47092
Carbon Tetrachloride BRL pg/L 5.0 0.088 1 624 01/11/10 23:03 iwitry Q47092
Chlorobenzene BRL pg/L 5.0 0.098 1 624 01/11/10 23:03 Iwitry Q47092
Chloroethane BRL pg/L 10 0.26 1 624 01/11/10 23:03 twitry Q47092
Chloroform BRL pg/L 5.0 0.059 1 624 01/11/10 23:03 lwitry Q47092
Chloromethane BRL pg/L 10 0.17 1 624 01/11/10 23:03 Iwitry Q47092
cis-1,3-Dichloropropene BRL pg/L 5.0 0.20 1 624 01/11/10 23:03 (witty Q47092
Dibromochloromethane BRL pg/L 5.0 0.087 1 624 01/11/10 23:03 Iwitry Q47092
Ethylbenzene BRL pg/L 5.0 0.12 1 624 01/11/10 23:03 Iwitry Q47092
Methylene Chloride BRL pg/L 5.0 0.069 1 624 01/11/10 23:03 Iwitry Q47092
Tetrachloroethene BRL pg/L 5.0 0.14 1 624 01/11/10 23:03 witty Q47092
Toluene BRL pg/L 5.0 0.088 1 624 01/11/10 23:03 Iwitry Q47092
trans-1,2-Dichloroethene BRL pg/L 5.0 0.093 1 624 01/11/10 23:03 Iwitry Q47092
trans-1,3-Dichloropropene BRL pg/L 5.0 0.065 1 624 01/11/10 23:03 twitry Q47092
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 3 of 4

' A NC Certification No.402
SC Certification No.99012 Laboratory Report
NC Drinking Water Cert.No.37735 01/15/10
Full Service Analytical&Environmental Solutions-.
Town of Stanley Project ID: PPA Client Sample ID: TRIP BLANK
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 267577
109 Lola Street Sample Matrix: Water COC Group: G0110173
Stanley,NC 28164 Time Collected: 01/07/10
Time Submitted: 01/07/10 15:40
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Trichloroethene BRL pg/L 5.0 0.15 1 624 01/11/10 23:03 Iwitry Q47092
Trichlorofluoromethane BRL pg/L 10 0.018 1 624 01/11/10 23:03 Iwitry Q47092
Vinyl Chloride BRL pg/L 10 0.51 1 624 01/11/10 23:03 iwitry Q47092
Surrogate %Recovery Control Limits
Toluene-d8 92 75-121
Dibromofluoromethane 100 74-133
Bromofluorobenzene 95 69-139
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-Rags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
Angela D.Overcash, V.P.Laboratory Services
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 4 of 4

�' o + w?�,.i�,�'a; (fir*
�, ,,; ii, °{�4 CHAIN OF CUSTODY RECORD LAB USE ONLY
t if F iy 4A It 7 rlhr 1' O R i Gs ��I r Nv k �v
=�i' �. l�.l„ � .��i_im PAOE�OF�QUOTE a TO E RtE PROPER BILLING, °�i ' �' CF � I�gr�I �� i+' r , BR -�'��I y�" 'X�',
�� k�i a �"PF jBi ili,,,' , �, .��r'"" 4,k a'.,ern�i
Full Service Analytical&Environmental Solutions ®,/� i t � �a z r
449 Springbrook Road•P.O.Box 240543•Charlotte,NC 26224.0643 Project Name: 7 r[ , � f �l7��,'(o-lY'�d',Y r r ; . .P1
111 6(� 1 kF.IW 3'Ind ti yl S.�.,fiY 1T }�, 4
Phone:[phone] • Fax: SZb-0409 Short Hold Analysis: (Yes) (No) UST Project (Yes) (No) s,r ,y �{{.�� ,y t. i f r t `f ryk �,--'r`r '' N1
n . 5, 110! NrFINRC�DINO71MIc Y.rt ''t rdyr `r 9G) �S�za'
Client Company Name::M VF xi L 'Please ATTACH any project specific reporting(QC LEVEL I II III IV) 1 • $,,.4 F _ „ a. , r yr 4yf • 1 ,,N
Report To/Contact Name: 1ZEI T7� '1 T - provisions and/�o1orl QC Requ ants f ,! '` ?'r f, �,r��fa f a�. ? ' i
Reporting Address: LOCI (� S3� Invoice To: I` `� 'e t dkl �lEADSE4 j E` Il y f hr
P 9 ) ,a;I .0 , �k a
``__..�� Address: J20111Te.-
:�����1'G �Da ' � � i `-�5S`� ���°I.,.�{7,.���aE�6;r,.:,�'ils���.�I,. H�7.9.-:�.'ii. . �..d
Phone x(Yes)(No): Purchase Order No./Billing Reference TO BE FILLED IN BY CLIENT/SAMPLING PERSO .EL
Email(Yes)(No)Email Address
Requested Due Date O 1 Day 0 2 Days 0 3 Days 0 4 Days 0 5 Days Certification: NELAC USAGE FL 0
EDD Type:PDF_Excel_Other •Working Days" O 6-9 Days Standard 10 days O Rush Work Must Be
Site Location Name: se Approved SC OTHER N/A
Samples received after 15:00 will be processed next business day.
Site Location Physical Address: Turnaround time Is based on business days,excluding weekends and holidays. Water Chlorinated:13—' NO_
(SEE RENDERED BY RRSE RISMRMS&CONDITIONS LABORATORIES,INC.TCLIENT)REGARDING 88RVIOE$ Sample Iced Upon Collection: YES_NO_
TIME MATRIX SAMPLE CONTAINER ANALYSES REQUESTED PRISM
CLIENT DATE COLLECTED (SOIL, PRESERVA• LAB
SAMPLE DESCRIPTION COLLECTED MILITARYHOURS WATER OR *TYPE SLUDGE) SEE ELOW NO. SIZE TIVES /0,1-7
///// REMARKS ID NO.
t FFU.a E!'L1 .i-7- io Iv/5"" L3 C G 3 4o NC..L X 3051.6
_AbA PRESS DOWN FIRMLY- 3 COPIES
Sampler's Signature ,L., Sampled By(Print Name)Kam.1TI4 t•�t?C`i fs2 . Affiliationl 1.O ot STRA1
Upon relinquishing,this Chain of Custody Is your authorization for Prism td proceed with the analyses as requested above.Any changes must be
submitted In writin tot - Prism Project Manager.There will be charges for any changes after analyses have been Initialized. PRISM USE ONLY
Relinquished By:(Signal Received By:(S a e) Det MllitaryMours Additional Comments "n
Reli had By i ) Received By:(Signature) / ( �"' t ' r � ly 'rr
Date lJ,�)'7-A /-C.': 90 : 0-00fll{Ure`�1:00: -th
lehed'By:(Signature) / Recel ed For Priem Laboratories By: Date S�� i 4><#t + t G�"e
PM 1-1 l0 J'40 [tear-r7- i s w9',;.r"7
Method of shipment: NOTE:AU.SAMPLE COOLERS SHOULD BE TAPED SHUT NIT OUST Y SEALS FOR TRANSPORTATION TO THE LABORATORY. COC Group No. 1n 8 ( a� is<��,
SAMPLES ARE NOT ACCEPTED AND VERIFIED AGAINST COC UNTIL RECEIVED AT THE LABORATORY.
O Fed Ex CIUPS O Hend-delNered Pdam Field Service ❑Other OIti a l4-3
NPDES: UST: GROUNDWATER: DRINKING WATER: SOLID WASTE: RCRA: CERCLA LANDFILL OTHER: SEE REVERSE FOR
�NC la ❑NC ❑SC O NC O SC O NC O SC ❑NC O SC O NC CISC O NC CISC CINC O SC ❑NC CI SC TERMS&CONDITIONS
`.CONTAINER TYPE CODES: A=Amber C=Clear G=Glass P=Plastic; TL=Teflon-Lined Cap VOA=Volatile Organics Analysis(Zero Head Space) ORIGINAL

• I I MCKIM) IVb
•'r' TripBlank !
• - (dot written on COC) '
******* Login l's Customer Code, ' •' • ' •
• , Client: • T.axtJA Q Jfahle.
• Project Name; , ' •
.. _. . • . [late Received 1 7-10 ; • ,
Group # ' G ok a, TB
• .
•
.
. •
f., • Sample ID Number of,vials •- . ' Parameter(s) , Prism ll #
j• ..� • "Client Name" TB W Y Z 4Z� • • a6 -
•
"Clia'nt Name" TB ' ' • . '
' "Client Name" TB . .
"Client Name" TB
„ •
Client Name" TB - ---
•

Prism Laboratories, Inc. Date Report Mailed:
Initial:
Sample ID: aG15-1=i1 Date Revised Report Mailed:
Login No. :601taft3 Initial: ,
Method of Shipment: UPS:
Fed Ex:
Hand-delivgred:
Prism: '�
1. Temperature of samples 13-7
a.Number of coolers rec'd •
' b.Number of containers rec'd S
c.Number of unused containers rec'd&type
(Make note on Incident Form for PM)
2. Were custody seals on outside of cooler intact? _ Y N "^J
3. Were custody seals on samples intact? Y N
4. Packing material used? Bubble Wrap Peanuts Foam Other.
5. COC in cooler? Y N dap
6. COC properly filled out? Y N/A
7. Samples rec'd.on wet ice? N N/A
8. All containers intact? N N/A
9. Matrix? Soil it Sludge Product Other
10. Volatiles rec'd? N N/A
a. Volatiles without headspace? N N/A
11. Were all labels complete? 0 N N/A
12. Were correct bottles used for samples? N N/A
13. Sufficient amount of sample sent in each bottle? N N/A
14. Samples check for short holds? Y N/A
a.Short holds taken to analyst(s)? (see back) Y N/A
15.Ph checked? (see back) Y N
a.Any pH problems?(if yes,see Incident Report) Y N
Initials I •
Date: 1-7-0
*Any problems should be documented on Incident Report Form.(See Back)

PRISM Case Narrative
LABORATORIES,INC.
Date: 01/26/10 Client Project ID: PPA
Company: Town of Stanley Prism COC Group No: G0110299
Contact: Keith Hester Collection Date(s): 01/13/10
Address: 109 Lola Street Lab Submittal Date(s): 01/13/10
Stanley,NC 28164 Client Project Name Or No: NC0020036
This data package contains the analytical results for the project identified above and includes a Case Narrative and Laboratory Report totaling
13 pages.A chain-of-custody is also attached for the samples submitted to Prism for this project.
Data qualifiers are flagged individually on each sample.A key reference for the data qualifiers appears at the end of this case narrative.Quality
control statements and/or sample specific remarks are included in the sample comments section of the laboratory report for each sample
affected.
Semi Volatile Analysis
Analysis Note for Q47324 LCS Pyrene:LCS recovery outside the control limits.This compound was not detected in samples associated
with this batch.No further action was taken.
Analysis Note for Q47324 MSD Benzo(k)fluoranthene:RPD value outside the control limit.
Volatile Analysis
No Anomalies Reported
Metals Analysis
No Anomalies Reported
Wet Lab and Micro Analysis
Analysis Note for Q47319 LCS Phenolics,Total:No MS/MSD with this batch.
Please call if you have any questions relating to this analytical report.
Date Reviewed by: Peggy
Kendall Q }
Project Manager: - .WW.Coole�
Signature: .t`�C�.l44CQlt Signature: 0 !�r v I/L(
Ce_j
Review Date: 01/2 '10' Approval Date: 01/26/10
Data Qualifiers Key Reference:
B:Compound also detected in the method blank.
ft:Result outside of the QC limits.
DO:Compound diluted out.
E:Estimated concentration,calibration range exceeded.
J:The analyte was positively identified but the value is estimated below the reporting limit.
H:Estimated concentration with a high bias.
L:Estimated concentration with a low bias.
M:A matrix effect is present.
Notes:This report should not be reproduced,except in its entirety,without the writtten consent of Prism Laboratories,Inc.The results in this
report relate only to the samples submitted for analysis.
449 Springbrook Road,P.O.Box 240543,Charlotte NC 28224-0403
Phone:[phone] Toll Free:800529-6364 Fax [phone]

NC Certification No.402
'''''''''-",'"All - SC Certification No.99012 Laboratory Report
__ NC Drinking Water Cert.No.37735
01/26/10
Full Service Analytkal8 Environmental SdWons
Town of Stanley Project ID: PPA
Attn: Keith Hester Client Sample ID: EFFLUENT
Project No.: NC0020036 Prism Sample ID: 268043
109 Lola Street Sample Matrix: Water
Stanley, NC 28164 COC Group: G0110299
Time Collected: 01/13/10 11:15
Time Submitted: 01/13/10 15:16
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Semivolatile Organic Compounds by GC/MS
1,2,4-Trichlorobenzene BRL pg/L 9.6 1.6 1
625 01/20/10 11:33 cphilbrick Q47324
1,2-Dichlorobenzene BRL pg/L 9.6 1.9 1
625 01/20/10 11:33 cphilbrick Q47324
1,3-Dichlorobenzene BRL pg/L 9.6 2.0 1
625 01(20/10 11:33 cphilbrick Q47324
1,4-Dichlorobenzene BRL pg/L 9.6 1.7
1 625 01/20/10 11:33 cphilbrick Q47324
2,4,6-Trichlorophenol BRL pg/L 9.6 3.0 1
625 01/20/10 11:33 cphilbrick Q47324
2,4-Dichlorophenol BRL pg/L 9.6 1.5 1
625 01/20/10 11:33 cphilbrick 047324
2,4-Dimethylphenol BRL pg/L 9.6 2.3 1
625 01/20/10 11:33 cphilbrick Q47324
2,4-Dinitrophenol BRL pg/L 48 1.1 1
625 01/20/10 11:33 cphilbrick Q47324
2,4-Dinitrotoluene BRL pg/L 9.6 3.9 1 625 01/20/10 11:33 cphilbrick
Q47324
2,6-Dinitrotoluene BRL pg/L 9.6 2.7 1
625 01/20/10 11:33 cphilbrick 047324
2-Chloronaphthalene BRL pg/L 9.6 2.8 1
625 01/20/10 11:33 cphilbrick Q47324
2-Chlorophenol BRL pg/L 9.6 1.6 1
625 01/20/10 11:33 cphilbrick Q47324
2-Nitrophenol BRL pg/L 9.6 2.2 1
625 01l20/10 11:33 cphilbrick Q47324
3,3"-Dichlorobenzidine BRL pg/L 9.6 2.4 1
625 01/20/10 11:33 cphilbrick Q47324
4,6-Dinitro-2-methylphenol BRL pg/L 19 1.7 1
625 01/20/10 11:33 cphilbrick Q47324
4-Bromophenylphenylether BRL pg/L 9.6 1.9 1
625 01/20/10 11:33 cphilbrick Q47324
4-Chloro-3-methylphenol BRL pg/L 9.6 2.1 1
625 01/20/10 11:33 cphilbrick Q47324
4-Chlorophenylphenylether BRL pg/L 9.6 2.8 1
625 01/20/10 11:33 cphilbrick 047324
4-Nitrophenol BRL pg/L 9.6 0.73 1
625 01/20/10 11:33 cphilbrick Q47324
Acenaphthene BRL pg/L 9.6 4.0 1
625 01/20/10 11:33 cphilbrick 047324
Acenaphthylene BRL pg/L 9.6 2.7 1
625 01/20/10 11:33 cphilbrick Q47324
Anthracene BRL pg/L 9.6 1.7 1
625 01/20/10 11:33 cphilbrick Q47324
Benzidine BRL pg/L 48 9.0 1
625 01/20/10 11:33 cphilbrick Q47324
Benzo(a)anthracene BRL pg/L 9.6 2.1 1
625 01/20/10 11:33 cphilbrick 447324
Benzo(a)pyrene BRL pg/L 9.6 1.6 1 625
01/20/10 11:33 cphilbrick Q47324
Benzo(b)fluoranthene BRL pg/L 9.6 1.2 1 625 01/20/10 11:33 cphilbrick
Benzo(g,h,i)perylene Q47324
BRL pg/L 9.6 2.1 1 625 01/20/10 11:33 cphilbrick Q47324
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 1 of 12

•
•
NC Certification No.402 Laboratory Report
A . SC Certification No.99012
NC Drinking Water Cert No.37735 01/26/10
Fu0 Sauk.Analytleal&Environmental Solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 268043
109 Lola Street Sample Matrix: Water COC Group: G0110299
Stanley, NC 28164 Time Collected: 01/13/10 11:15
Time Submitted: 01/13/10 15:16
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Benzo(k)fluoranthene BRL pg/L 9.6 2.6 1 625 01/20/10 11:33 cphilbrick Q47324
Bis(2-chloroethoxy)methane BRL pg/L 9.6 2.2 1 625 01/20/10 11:33 cphilbrick Q47324
Bis(2-chioroethyl)ether BRL pg/L 9.6 1.8 1 625 01/20/10 11:33 cphilbrick Q47324
Bis(2-chloroisopropyl)ether BRL pg/L 9.6 2.2 1 625 01/20/10 11:33 cphilbrick Q47324
Bis(2-ethylhexyl)phthalate BRL pg/L 9.6 2.6 1 625 01/20/10 11:33 cphilbrick Q47324
Butylbenzylphthalate BRL pg/L 9.6 1.8 1 625 01/20/10 11:33 cphilbrick Q47324
Chrysene BRL pg/L 9.6 3.0 1 625 01/20/10 11:33 cphilbrick
Q47324
Di-n-butylphthalate BRL pg/L 9.6 1.5 1 625 01/20/10 11:33 cphilbrick Q47324
Di-n-octylphthalate BRL pg/L 9.6 2.4 1 625 01/20/10 11:33 cphilbrick Q47324
Dibenzo(a,h)anthracene BRL pg/L 9.6 2.2 1 625 01/20/10 11:33 cphilbrick Q47324
Diethylphthalate BRL pg/L 9.6 2.1 1 625 01/20/10 11:33 cphilbrick Q47324
Dimethylphthalate BRL pg/L 9.6 1.9 1 625 01/20/10 11:33 cphilbrick Q47324
Fluoranthene BRL pg/L 9.6 1.5 1 625 01/20/10 11:33 cphilbrick
Q47324
Fluorene BRL pg/L 9.6 4.2 1 625 01/20/10 11:33 cphilbrick Q47324
Hexachlorobenzene BRL pg/L 9.6 2.0 1 625 01/20/10 11:33 cphilbrick Q47324
Hexachlorobutadiene BRL pg/L 9.6 1.7 1 625 01/20/10 11:33 cphilbrick Q47324
Hexachlorocydopentadiene BRL pg/L 9.6 1.9 1 625 01/20/10 11:33 cphilbrick Q47324
Hexachloroethane BRL pg/L 9.6 2.1 1 625 01/20/10 11:33 cphilbrick 447324
Indeno(1,2,3-cd)pyrene BRL pg/L 9.6 3.5 1 625 01/20/10 11:33 cphilbrick Q47324
Isophorone BRL pg/L 9.6 2.5 1 625 01/20/10 11:33 cphilbrick
Q47324
N-Nitrosodi-n-propylamine BRL pg/L 9.6 2.1 1 625 01/20/10 11:33 cphilbrick Q47324
N-Nitrosodiphenylamine BRL pg/L 9.6 3.5 1 625 01/20/10 11:33 cphilbrick Q47324
Naphthalene BRL pg/L 9.6 1.6 1 625 01/20/10 11:33 cphilbrick
Q47324
Nitrobenzene BRL pg/L 9.6 2.0 1 625 01/20/10 11:33 cphilbrick Q47324
Pentachlorophenoi BRL pg/L 9.6 2.0 1 625 01/20/10 11:33 cphilbrick Q47324
Phenanthrene BRL pg/L 9.6 1.2 1 625 01/20/10 11:33 cphilbrick Q47324
Phenol BRL pg/L 9.6 0.56 1 625 01/20/10 11:33 cphilbrick Q47324
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 2 of 12

NC Certification No.402
A • .• a:� SC Certification No.99012 Laboratory Report
® NC Drinking Water Cert.No.37735 01/26/10
Full Service Analytical&Environmental Solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 268043
109 Lola Street Sample Matrix: Water COC Group: G0110299
Stanley,NC 28164 Time Collected: 01/13/10 11:15
Time Submitted: 01/13/10 15:16
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Pyrene BRL pg/L 9.6 1.7 1 625 01/20/10 11:33 cphilbcick Q47324
Sample Preparation: 1040 mL / 1 mL 625 01/19/10 8:50 cdaly P26519
Surrogate %Recovery Control Limits
Terphenyl-d14 89 10-154
Phenol-d5 22 10-48
Nitrobenzene-d5 57 22-103
2-Fluorophenol 28 10-59
2-Fluorobiphenyl 64 29-112
2,4,6-Tribromophenol 78 27-125
Hardness by ICP
Calcium 12 mg/L 0.10 0.034 1 200.7 Q47275
Hardness 43 mg/L 1.0 0.089 1 200.7 047275
Magnesium 3.4 mg/L 0.10 0.0012 1 200.7 Q47275
Metals by ICP
Antimony BRL mg/L 0.010 0.00076 1 200.7 01/18/10 18:52 dsullivan Q47275
Arsenic BRL mg/L 0.010 0.0016 1 200.7 01/18/10 18:52 dsullivan Q47275
Beryllium BRL mg/L 0.0020 0.00041 1 200.7 01/18/10 18:52 dsullivan Q47275
Cadmium BRL mg/L 0.0010 0.0003 1 200.7 01/18/10 18:52 dsullivan Q47275
Chromium BRL mg/L 0.0050 0.00059 1 200.7 01/18/10 18:52 dsullivan Q47275
Copper 0.048 mg/L 0.010 0.00047 1 200.7 01/18/10 18:52 dsullivan Q47275
Lead BRL mg/L 0.0050 0.0006 1 200.7 01/18/10 18:52 dsullivan Q47275
Nickel BRL mg/L 0.010 0.0028 1 200.7 01/18/10 18:52 dsullivan Q47275
Selenium BRL mg/L 0.020 0.0019 1 200.7 01/18/10 18:52 dsullivan Q47275
Silver BRL mg/L 0.0050 0.00048 1 200.7 01/18/10 18:52 dsullivan Q47275
Thallium BRL mg/L 0.010 0.0011 1 200.7 01/18/10 18:52 dsullivan Q47275
Zinc 0.20 mg/L 0.030 0.0022 1 200.7 01/18/10 18:52 dsullivan Q47275
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 3 of 12

NC Certification No.402
A --. SC Certification No.99012 Laboratory Report
NC Drinking Water Cert.No.37735 01/26/10
Full Sevico Analytical a E,vtrwunenml ons
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 268043
109 Lola Street Sample Matrix: Water COC Group: G0110299
Stanley, NC 28164 Time Collected: 01/13/10 11:15
Time Submitted: 01/13/10 15:16
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Sample Preparation: 50 mL / 50 mL 200.7 01/18/10 8:10 mbarber
P26500
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
Angela D.Overcash, V.P.Laboratory Services
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6384 - Fax:[phone] Page 4 of 12

AkNC Certification No.402
�, 3 " SC Certification No.99012 Laboratory Report
NC Drinking Water Cert.No.37735 01/26/10
Full Service Analytical&Environmental Solution
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 268044
109 Lola Street Sample Matrix: Water COC Group: G0110299
Stanley, NC 28164 Time Collected: 01/13/10 11:25
Time Submitted: 01/13/10 15:16
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Purgeable Organics by GC/MS
1,1,1-Trichloroethane BRL pg/L 5.0 0.12 1 624 01/18/10 18:37 Iwitry Q47281
1,1,2,2-Tetrachloroethane BRL pg/L 5.0 0.10 1 624 01/18/10 18:37 Iwitry Q47281
1,1,2-Trichloroethane BRL pg/L 5.0 0.085 1 624 01/18/10 18:37 lwitry Q47281
1,1-Dichloroethane BRL pg/L 5.0 0.11 1 624 01/18/10 18:37 Iwitry Q47281
1,1-Dichloroethene BRL pg/L 5.0 0.094 1 624 01/18/10 18:37 Iwitry Q47281
1,2-Dichlorobenzene BRL pg/L 5.0 0.098 1 624 01/18/10 18:37 Iwitry Q47281
1,2-Dichloroethane BRL pg/L 5.0 0.063 1 624 01/18/10 18:37 Iwitry Q47281
1,2-Dichioropropane BRL pg/L 5.0 0.12 1 624 01/18/10 18:37 iwitry Q47281
1,3-Dichlorobenzene BRL pg/L 5.0 0.11 1 624 01/18/10 18:37 iwitry Q47281
1,4-Dichlorobenzene BRL pg/L 5.0 0.11 1 624 01/18/10 18:37 Iwitry Q47281
Benzene BRL pg/L 5.0 0.066 1 624 01/18/10 18:37 Iwitry Q47281
Bromodichloromethane BRL pg/L 5.0 0.082 1 624 01/18/10 18:37 Iwitry 047281
Bromoform BRL pg/L 5.0 0.15 1 624 01/18/10 18:37 Iwitry Q47281
Bromomethane BRL pg/L 10 0.19 1 624 01/18/10 18:37 Iwitry Q47281
Carbon Tetrachloride BRL pg/L 5.0 0.088 1 624 01/18/10 18:37 Iwitry Q47281
Chlorobenzene BRL pg/L 5.0 0.098 1 624 01/18/10 18:37 Iwitry Q47281
Chloroethane BRL pg/L 10 0.26 1 624 01/18/10 18:37 Iwitry Q47281
Chloroform BRL pg/L 5.0 0.059 1 624 01/18/10 18:37 Iwitry Q47281
Chloromethane BRL pg/L 10 0.17 1 624 01/18/10 18:37 Iwitry Q47281
cis-1,3-Dichloropropene BRL pg/L 5.0 0.20 1 624 01/18/10 18:37 !miry Q47281
Dibromochloromethane BRL pg/L 5.0 0.087 1 624 01/18/10 18:37 Iwitry Q47281
Ethylbenzene BRL pg/L 5.0 0.12 1 624 01/18/10 18:37 Iwitry Q47281
Methylene Chloride BRL pg/L 5.0 0.069 1 624 01/18/10 18:37 Iwitry Q47281
Tetrachioroethene BRL pg/L 5.0 0.14 1 624 01/18/10 18:37 Iwitry Q47281
Toluene BRL pg/L 5.0 0.088 1 624 01/18/10 18:37 Iwitry Q47281
trans-1,2-Dichloroethene BRL pg/L 5.0 0.093 1 624 01/18/10 18:37 Iwitry Q47281
trans-1,3-Dichloropropene BRL pg/L 5.0 0.065 1 624 01/18/10 18:37 Iwitry Q47281
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 5 of 12

NC Certification No.402 LaboratoryReport
kt,
_,'.A , _, SC Certification No.99012
NC Drinking Water Cert.No.37735 01/26/10
Fun Service Analytical&Env in nn,of t Solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 268044
109 Lola Street Sample Matrix: Water COC Group: G0110299
Stanley, NC 28164 Time Collected: 01/13/10 11:25
Time Submitted: 01/13/10 15:16
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Trichloroethene BRL pg/L 5.0 0.15 1 624 01/18/10 18:37 Iwitry 047281
Trichlorofluoromethane BRL pg/L 10 0.018 1 624 01/18/10 18:37 'witty Q47281
Vinyl Chloride BRL pg/L 10 0.51 1 624 01/18/10 18:37 Iwitry 047281
Surrogate %Recovery Control Limits
Toluene-d8 99 75-121
Dibromofluoromethane 100 74-133
Bromofluorobenzene 105 69-139
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for arose instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
1 ,•- °'e
Angela D.Overcash, V.P.Laboratory Services
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 6 of 12

NC Certification No.402 Laboratory
6 SC Certification No.99012 �'�®
440 �'' NC Drinking Water Cert.No.37735 01/26/10
ELIn sw ie Analytical&Environmental Solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 268045
109 Lola Street Sample Matrix: Water COC Group: G0110299
Stanley, NC 28164 Time Collected: 01/13/10 11:20
Time Submitted: 01/13/10 15:16
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Total Recoverable Phenolics,Spectrophotometric,Manual 4-AAp with Distillation
Phenolics,Total BRL mg/L 0.050 0.018 1 420.1 01/19/10 14:07 kcoward 047319
Sample Preparation: 50 mL / 50 mL 420.1 01/19/10 11:08 kcoward P26527
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
Angela D.Overcash, V.P.Laboratory Services
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 7 of 12

NC Certification No.402 Laboratory Report
li ,
k
_ ` i SC Certification No.99012
440 .. :,:,.,,,,,;:.- "::,,-,
,... NC Drinking Water Cert.No.37735 01/26/10
Rai Service Analytical 6 Emfinnmental Solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 268046
109 Lola Street Sample Matrix: Water COC Group: G0110299
Stanley, NC 28164 Time Collected: 01/13/10 11:35
Time Submitted: 01/13/10 15:16
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Total Cyanide,Colorimetric Method
Cyanide,Total BRL mg/L 0.0050 0.0020 1 SM4500-CN E 01/15/10 15:01 kpowers Q47259
Sample Preparation: 50 mL / 50 mL SM4500-CN C 01/15/10 8:50 kpowers P26495
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments
All results are reported on a wet-weight basis
Angela D. Overcash, V.P.Laboratory Services
This report should not be reproduced,except in its entirety.without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 8 of 12

NC Certification No.402 a
A �' � SC Certification No.99012 Laboratory Report
k
NC Drinking Water Cert.No.37735 01/26/10
Full Service Analytical&Environmental Solutions
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT BLANK
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 268047
109 Lola Street Sample Matrix: Water COC Group: G0110299
Stanley, NC 28164 Time Collected: 01/13/10 14:19
Time Submitted: 01/13/10 15:16
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Mercury by CVAFS
Mercury BRL ng/L 1.0 0.19 1 1631E 01/18/10 13:25 mcampbell Q47298
Sample Preparation: 500 mL / 500 mL 1631E 01/15/10 14:30 mcampbell P26515
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
Angela D.Overcash, V.P.Laboratory Services
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 9 of 12

.,
NC Certification No.402 Laboratory Report
SC Certification No.99012 �i
,44„1/4 . : _. ..,;
NC Drinking Water Cert No.37735 01/26/10
Full Sere.,Analytical&Enr:.,,,nenhl So ubona
Town of Stanley Project ID: PPA Client Sample ID: EFFLUENT SAMPLE
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 268048
109 Lola Street Sample Matrix: Water COC Group: G0110299
Stanley,NC 28164 Time Collected: 01/13/10 14:20
Time Submitted: 01/13/10 15:16
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Mercury by CVAFS
Mercury 160 ng/L 4.0 0.74 4 1631E 01/18/10 13:31 mcampbell Q47298
Sample Preparation: 500 mL / 500 mL 1631E 01/15/10 14:30 mcampbell P26515
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
Angela D.Overcash, V.P.Laboratory Services
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 10 of 12

02
NC Certification No.990 Laboratory Report
SC Certification No.99012
NC Drinking Water Cert_No.37735 01/26/10
Full Service Anep/e013 E,wnmeeenUl Sd Wbn9
Town of Stanley Project ID: PPA Client Sample ID: TRIP BLANK
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 268049
109 Lola Street Sample Matrix: Water COC Group: G0110299
Stanley, NC 28164 Time Collected: 01/13/10
Time Submitted: 01/13/10 15:16
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Purgeable Organics by GC/MS
1,1,1-Trichloroethane BRL pg/L 5.0 0.12 1 624 01/18/10 15:58 Iwitry Q47281
1,1,2,2-Tetrachloroethane BRL pg/L 5.0 0.10 1 624 01/18/10 15:58 Iwitry Q47281
1,1,2-Trichloroethane BRL pg/L 5.0 0.085 1 624 01/18/10 15:58 Iwitry Q47281
1,1-Dichloroethane BRL pg/L 5.0 0.11 1 624 01/18/10 15:58 Iwitry Q47281
1,1-Dichloroethene BRL pg/L 5.0 0.094 1 624 01/18/10 15:58 Iwitry Q47281
1,2-Dichlorobenzene BRL pg/L 5.0 0.098 1 624 01/18/10 15:58 IM1ry Q47281
1,2-Dichloroethane BRL pg/L 5.0 0.063 1 624 01/18/10 15:58 Iwitry Q47281
1,2-Dichloropropane BRL pg/L 5.0 0.12 1 624 01/18/10 15:58 Iwitry Q47281
1,3-Dichlorobenzene BRL pg/L 5.0 0.11 1 624 01/18/10 15:58 Iwitry 047281
1,4-Dichlorobenzene BRL pg/L 5.0 0.11 1 624 01/18/10 15:58 Iwitry Q47281
Benzene BRL pg/L 5.0 0.066 1 624 01/18/10 15:58 twitry Q47281
Bromodichloromethane BRL pg/L 5.0 0.082 1 624 01/18/10 15:58 Iwitry Q47281
Bromoform BRL pg/L 5.0 0.15 1 624 01/18/10 15:58 Iwitry Q47281
Bromomethane BRL pg/L 10 0.19 1 624 01/18/10 15:58 twitry Q47281
Carbon Tetrachloride BRL pg/L 5.0 0.088 1 624 01/18/10 15:58 Witty Q47281
Chlorobenzene BRL pg/L 5.0 0.098 1 624 01/18/10 15:58 twitry 047281
Chloroethane BRL pg/L 10 0.26 1 624 01/18/10 15:58 Iwitry 047281 •
Chloroform BRL pg/L 5.0 0.059 1 624 01/18/10 15:58 Iwitry Q47281
Chloromethane BRL pg/L 10 0.17 1 624 01/18/10 15:58 Iwitry Q47281
cis-1,3-Dichloropropene BRL pg/L 5.0 0.20 1 624 01/18/10 15:58 Iwitry Q47281
Dibromochloromethane BRL pg/L 5.0 0.087 1 624 01/18/10 15:58 Iwitry Q47281
Ethylbenzene BRL pg/L 5.0 0.12 1 624 01/18/10 15:58 Iwitry Q47281
Methylene Chloride BRL pg/L 5.0 0.069 1 624 01/18/10 15:58 Iwitry Q47281
Tetrachloroethene BRL pg/L 5.0 0.14 1 624 01/18/10 15:58 Iwitry 047281
Toluene BRL pg/L 5.0 0.088 1 624 01/18/10 15:58 Iwitry Q47281
trans-1,2-Dichloroethene BRL pg/L 5.0 0.093 1 624 01/18/10 15:58 witty Q47281
trans-1,3-Dichloropropene BRL pg/L 5.0 0.065 1 624 01/18/10 15:58 Iwitry Q47281
This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 11 of 12

NC Certification No.402 Laboratory Report
F SC Certification No.99012 b
. r
$ NC Drinking Water Cert No.37735 01/26/10
Fun Swim Analytical&6Mrrnmeiml Sol u5o u
Town of Stanley Project ID: PPA Client Sample ID: TRIP BLANK
Attn: Keith Hester Project No.: NC0020036 Prism Sample ID: 268049
109 Lola Street Sample Matrix: Water COC Group: G0110299
Stanley,NC 28164 Time Collected: 01/13/10
Time Submitted: 01/13/10 15:16
Parameter Result Units Report MDL Dilution Method Analysis Analyst Batch
Limit Factor Date/Time ID
Trichloroethene BRL pg/L 5.0 0.15 1 624 01/18/10 15:58 Twit)/ Q47281
Trichlorofluoromethane BRL pg/.. 10 0.018 1 624 01/18/10 15:58 Iwitiy Q47281
Vinyl Chloride BRL pg/L 10 0.51 1 624 01/18/10 15:58 Iwitni Q47281
Surrogate %Recovery Control Limits
Toluene-d8 97 75-121
Dibromofluoromethane 102 74-133
Bromofluorobenzene 103 69-139
Sample Comment(s):
BRL= Below Reporting Limit
Values are reported down to the reporting limits only.No J-flags applied.
The results in this report relate only to the samples submitted for analysis and meet state certification requirements other than
NELAC certification except for those instances indicated in the case narrative and/or test comments.
All results are reported on a wet-weight basis
Angela D.Overcash, V.P.Laboratory Services
i This report should not be reproduced,except in its entirety,without the written consent of Prism Laboratories,Inc.
1 449 Springbrook Road - P.O.Box 240543 - Charlotte,NC 28224-0543
Phone:[phone] - Toll Free Number:1-800/529-6364 - Fax:[phone] Page 12 of 12

.i
.t '' ' tf li �F, ty CHAIN OF CUSTODY RECORD LAB USE ONLY
5 ' 4 1 I V I,.ry ,, 1 I mad il C li, -- F<
i.. ,,fir t 4 �LJ)' 'fr"� , ,{7J iPr ,+j J'' 41f.
PAGE_OF_ O E N TO ENSURE PROPER BILLING, X c1 r" ) i 5t x '� ti P
F1rIt Service Analytical Environmental Solutions /1 1 Jj�l �ih111yfrYb"f Jti� X�r{t y f rt s
Project Name: /1 ICI 1 ularra tlkl*1 �1 )t't sgtl, a �Si�uW ^.
449 Springbrook Road•P.O.Box 240643•Charlotte,NC 28224-0643 I,N ,t '-, "> I77 i h'1� d I r�Ir c'm '1,, u s,'?•r c
4 ;� We a , 1, .• 7'+"f h
Phone:[phone] • Fax:704/8?.8.0409 c Short Hold Analysis: ea (No) UST Project es (No) �s:; etr, r �'�n � i i�'� , : �;�;
Client Company Name: T-'0 Al OF S AIJ t. 1 `Please ATTACH any pro specific reporting(QC LEVEL III III IV) i 1 ° °1N . , >;—
Report To/Contact Name6l T( FI ES TESL provisions arid/or or QC Requirements ��u i �( yr ';i #1;V,-- ._..,..,
Reporting Address .i L bLA S`T-. Invoice To: KE ITN I lESTe t` n 's�{ t ,t¢3 6{ `,: ���L j
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Phone:704•dlp3-018Po Fax(Yes)(No): Purchase Order No./Billing Reference TO BE FILLED IN BY CLIENT/SAMPLING PERSONNEL
Email(Yes)(No)Email Address • Requested Due Date 01 Day ❑2 Days 0 3 Days ❑4 Days ❑5 Days Certification: NELAC USACE FL •�
EDD Type:PDF_Excel Other ...515 ^Working Days" O 6-8 Days XStanderd 10 days p Ruah Work Must Be
Site Location Name: Pre Approved SC OTHER N/A
Samples received after 15:00 will be processed next business day. �y
Site Location Physical Address: Turnaround time Is based on business days,excluding weekends and holidays. Water Chlorinated:Cali NO
(SEE REVERSE FOR TERMS&CONDITIONS REGARDING SERVICES ����Y;'��`E++�+�+�y
RENDERED BY PRISM LABORATORIES,INC.TO CLIENT) Sample Iced Upon Collection:03 NO
TIME MATRIX SAMPLE CONTAINER c\ ANALY REQUESTED ��
CLIENT DATE COLLECTED (SOIL, PRESERVA- Q� �v PRISM
SAMPLE DESCRIPTION COLLECTED MILITARY WATER OR 'TYPE TIVES V 44-1/7 EMARKS LAB
HOURS SLUDGE) SEE BELOW NO. /v I LE e .p `i v ID NO.
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Upon relinquishing,this Chain of Custody is your authorization for Prism to proceed with the analyses as requested above.Any changes must be
submitted In writin to the Prism Project Manager.There will be charges for an changes after analyses eve been initialized. PRISM USE ONLY
Roll ul e g t ) Resolved B nature Del MfINeryMoure Additional Comments:
��� — /s �O r Sit¢{ATrlyal Time <,-
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Method of Shipment NOTE ALL SAMPLE COOLERS SHOULD BE TAPED SNIT W q•.' .4 r.:FOR TRANSPORTATION TO THE LABORATORY. OC up No.
SAMPLES ARE NOT ACCEPTED AND VERIFIED AGAINST CDC I'TIL RECEIVED AT THE LABORATORY.
❑Fed Ex 0 UPS O Hend•dallvered Priem Field Service 0 Other GO/113 ac1c,
NPDES: UST: GRO DWATER: DRINKING WATER: SOLID WASTE: RCRA: CERCLA LANDFILL OTHER: SEE REVERSE FOR
`§ANC ❑SC ❑NC ❑SC ❑NC ❑SC ❑NC ❑SC ❑NC ❑SC CINC ❑SC ❑NC ❑SC ❑NC ❑SC ❑NC ❑SC TERMS A CONDITIONS
"CONTAINER TYPE CODES: A=Amber C=Clear G=Glass P=Plastic; TL=Teflon-Lined Cap VOA=Volatile Organics Analysis(Zero Head Space) ORIGINAL

FACILITY NAME AND PERMIT NUMBER: Form Approved vfass
Town of Stanley TP, NC0020036 OMB Number 2040 0086
WVV
SUPPLEMENTAL APPLICATION INFORMATION
PART E. TOXICITY TESTING DATA
POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of
the facility's discharge points: 1)POTWs with a design flow rate greater than or equal to 1.0 mgd; 2)POTWs with a pretreatment program(or those
that are required to have one under 40 CFR Part 403);or 3)POTWs required by the permitting authority to submit data for these parameters.
• At a minimum,these results must include quarterly testing for a 12-month period within the past 1 year using multiple species(minimum of
two species),or the results from four tests performed at least annually in the four and one-half years prior to the application,provided the
results show no appreciable toxicity,and testing for acute and/or chronic toxicity,depending on the range of receiving water dilution. Do
not include information on combined sewer overflows in this section. All information reported must be based on data collected through
analysis conducted using 40 CFR Part 136 methods. In addition,this data must comply with QA/QC requirements of 40 CFR Part 136
and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136.
• In addition,submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity
test conducted during the past four and one-half years revealed toxicity,provide any information on the cause of the toxicity or any results
of a toxicity reduction evaluation,if one was conducted.
• If you have already submitted any of the information requested in Part E,you need not submit it again. Rather,provide the information
requested in question E.4 for previously submitted information. If EPA methods were not used,report the reasons for using alternate
methods. If test summaries are available that contain all of the information requested below,they may be submitted in place of Part E.
If no biomonitoring data is required,do not-complete Part E. Refer to the Application Overview for directions on which other sections of the form to
complete.
E.1. Required Tests. / t C f 5 4TrigCc DAM
DA��
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years.
chronic acute
E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half years. Allow one
column per test(where each species constitutes a test). Copy this page if more than three tests are being reported.
Test number: Test number: Test number:
a.Test information.
Test species&test method number
Age at initiation of test
Outfall number
Dates sample collected
Date test started
Duration
b.Give toxicity test methods followed.
Manual title
Edition number and year of publication
Page number(s)
c.Give the sample collection method(s)used. For multiple grab samples,indicate the number of grab samples used.
24-Hour composite
Grab
d.Indicate where the sample was taken in relation to disinfection.(Check all that apply for each)
Before disinfection
After disinfection
After dechlorination
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22.
Page 15 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14/99
Town of Stanley WTP, NC0020036 OMB Number 2040 0086 W
Test number: Test number: Test number:
e.Describe the point in the treatment process at which the sample was collected.
Sample was collected:
f.For each test,include whether the test was intended to assess chronic toxicity,acute toxicity,or both.
Chronic toxicity
Acute toxicity
g.Provide the type of test performed.
Static
Static-renewal
Flow-through
h.Source of dilution water. If laboratory water,specify type;if receiving water,specify source.
Laboratory water
Receiving water
i.Type of dilution water. It salt water,specify"natural"or type of artificial sea salts or brine used.
Fresh water
Salt water
j.Give the percentage effluent used for all concentrations in the test series.
flit 41. .1 ).Ni1;504,..;:,
%VW- I 4 z
k.Parameters measured during the test.(State whether parameter meets test method specifications)
pH
Salinity
Temperature
Ammonia
Dissolved oxygen
I.Test Results.
Acute:
Percent survival in 100% /0 o
effluent % %
LC5o
95%C.I. % %
Control percent survival % % %
Other(describe)
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 16 of 21

FACILITY NAME AND PERMIT NUMBER:
Form Approved 1/14i99
Town of Stanley WTP, NC0020036 OMB Number 2040 Op86
W
Chronic:
NOEC
IC25
k off%
Control percent survival
off%
Other(describe)
m. Quality Control/Quality Assurance.
Is reference toxicant data available?
Was reference toxicant test within
acceptable bounds?
What date was reference toxicant test
run(MM/DD/YYYY)?
Other(describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation?
_Yes ✓ No If yes,describe:
E.4. Summary of Submitted Biomonitoring Test Information. If you have submitted biomonitoring test information,or information regarding the
cause of toxicity,within the past four and one-half years,provide the dates the information was submitted to the permitting authority and a
summary of the results.
Date submitted: 01/28/2010 (MM/DD/YYYY)
Summary of results: (see instructions)
END OF PART E.
REFER TO THE APPLICATION OVERVIEW TO DETERMINE WHICH OTHER PARTS OF FORM
2A YOU MUST COMPLETE.
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22.
Page 17 of 21

Apra
06/11/2009 11:03 8648776938 ETT ENVIRONMENTAL PAGE 02
Effluent Toxicity Report Form -Chronic Pass/Fail and Acute LC50 Date ot-May-os
rFacility: STANLEY EFFLUENT NPDESe NC0020036 Ploe# Courtly: GASTON
Laboratory Peii• - • • Test: ETT Environmental,l'-,-''` Comments
X .
Si. ature of Operator in Responsible Charge
x
Signature Laboratory Supervisor _ _ 1
MAIL ORIGINAL TO Environmental Sciences Branch
,Ilv.V •KI VV•I.IJ
..v.M!.�n
Sisal.Jslrla.e,CI ow.
ISAInsw., .tot Vd•Vl5ilo&,Ue0-'vs.
M
North Carolina Ceriodaphnia Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
CONTROL OR3ANISMS Rank sum= 124
Critical Value= 109
1 2 3 4 5 6 7 s 9 10 11 12 % Reduction= 5.2%
*Young Produced 6 23 24 - 25 15 22 23 21 27 19 20 22 'Y Mortality Avg Reprod.
Adult ;L)ive (0)esd L L L L L L L L L L l L L 0% 20.8
Control Control
Effluent% 65.4% 0% 19.8
Tre;ttment 2 Treetment 2
Control CV
TREATMENT 2 ORGANISMS 1 2 3 4 5 3 7 8 9 1^ 1, 12 25.5%
I _
#Young P'ndriced 21 22 21 15 17 '5 24 20 2C 15 20 19 h 3rd Brood PASS FAIL
r Adult (Wive (D)oad L LIL LLLL L L L L L 92% I X I
ComAIOtc This for Either Test Test Start Date
Corectlor:Startt Date 4/21/09
pH let samoie 1st ssmpie 2nd°ample $ mole 1 4-19-2009 Sample 2 4-2.3-2009
I
Control ' 8 0 7.9 8 0 8 0' 8.1, 7.9 emote TyDci0ttraltor)
Treatment 2 I 7.1 7.7 7.2 7.8 i 7.4__ 7.7 Grob Como Ovation 1st 2nd
Sample 1 X 24hrs. TOx Toe
4
D.O. Shrt end star, t'nd set". end Sample 2 X 24nrr. Dduhon Sample. Sample
D 1St:.ample Sot s lmpte 2nd c3mple Hardness(mQ/L) 48.0
I
Control 7 8 8.3 8 1 8 8 8.7 8.0 Spec Coed (i,rnhns) 187 307 326
`Treatment 2 7.2 8,0 7.2 8.8 9 1 7.9 Chlonne(mQ/L) <0.05_<0 05
Sample Temp at ft.:elpl co) _ 2.8 2.8
LC50IAcute Toxicity Test
(Mortality expressed On%,combining repbcates)
Cor ccntratlnn
1 is
Mortality stern/end Mart/end
LC50= Method of Determination MI 1.1 Control
95%Confidence Limits Moving Average Probit� High Conc
�_% Speermor Karlocr Other pH D.O.
Organism Tested Ceriodaphnia dubia J
DEM Form AT-1
c>anPPt+n JUN - 3 2009 BILLED JUN - 5 2009

1
V'E6/11/2ElO9
11: 03 864877693E ETT ENVIRONMENTAL PAGE 03
EtflWnt�T ity Report Form-Chronic Fathead Minnow Multi-Concentration Taate:0S1291O9
Town of Stanley NPDES N NC0020336 Pipe e: 001 County; Gaston
i-
LaDOratOry vlronmentsl
Comments
x ��(J
Signature Of Operator in Responsible Cha
Signature of Laboratory Supervisor
MAIL ORIGINAL.TO: Environmental Sciences Branch
Division of Water Quality
NC DENR
1627 Mail Service Center
Raleigh,NC 27699-1621
Test initiation Date/Time 21-Aon•.-D9 I 150C Avg Wt/Sury Control 0.4131
%Eff. Rept_ 1 2 3 4
1 Control 1 Surviving*s 9 10 9 I 10 i %Survival 95.0
O'iglnal fl 10 10 10 la
WVohginer(mg) 0 359 _ 0 449 0.366 0.397 Avg Wt(mg`f 0 393
1 18.41 Surviving# 10 9 10 1 10 %Survival 97.5
Original a 10 10 10 v 10
VW/original(mg) 0 389 0.314 0.332 0.370 Avg WI(mg)! 0 351
32.7 Surviving,Y 1 8 9 9 10 %Survival I 90.0 1
Original al 10 10 10 10
Wt/or91nal(mg) 0.273 0.251 1 0.399 '' 0.365 i Avg WI(mg) 0.3271
65.4 Surviving# 8 7 8 10 %Survival 82.5
Original* 10 10 10 10
Wt/onginal(mg) 0.324 0.257 5.306 1 0.346 Avg Wt(mg)I C.308
87 Surviving# 9 9 5 I 10 %Survival^ 82.5
Original iR 10 10 10 I 10
Wt/ot(ginal(mg) 0.322 0 359 0,105 1 0.439 Avg Wt(mg) 0.3291
100 Surviving 0 10 6 8 10 %survival! 85.01
Originally 10 10 10 10
WtJorgmel(mg) I 0.385 0.230 , 0.298 0.377 Avg WI(mg) 0.3221
Water Quality Data Day
Control 0 1 2 3 4 5 6 7
^
• pH(SU)Inn/Fin 7.4 r na 7,6 r 7.9 7.9 I 7.8 7.9 / 7.7 7.6 / 7.8 7.8 I 7 B 7.4 I 7.5 na / 7.9
DO(mglL) Init/Fm i 7.9 I na 8.0 1 7.2 7 3 1 7.0 8.2 / 7.2 8.2 / 7,8 8.2 I 7 5 7.9 / 8.5 na / 8.0,
Temp(C)Init/Fin 23 1 / na 24.9 / 25 5 24.8 / 25.4 I 25,0 / 25.8 24,7 / 25.3 25.2 1 25.5_,25.3 / 25.9 na 1 25.8
High Concentration 0 1 _ 2 3 4 5 8 7
pH(SU)InitFin 7.0 1 Ile ' 7,1 / 7.4 7 3 a 7.3 7.1 r 7.2 5.9 r 7.3 7 1 / 7.4 7,0 I 7.0 no r ?4
DO(mg/L) InitFin 7.0 / na 8.8 I 7.5 8 0 / 7.0 `7.5 / 6.7 7 4 1 7.0 7.8 / 7 6 7.6 / 7.1 na / 7.8
Tamp(C)Init/Fin 25.2 / na 25.2 / 25.5 25.2 / 25.4 25.5 / 25.8 24.9 / 25.3 24 7 / 25.5 24.8 / 25,9 na 1 25.5
Sample 1 2 3 Survival Growth Result
Collection Start Data 1 04/19/09 04/21/09 D4/23109 I Normal W= 0.95 yes 0.98 yea Pass
Grab Horn.Var.6= 8,2 yea 5 16 yes
Composite(Duration) 24 Mrs , 24 hrs 24 hrs NOEC > 100 0% > 100.0% ChV=> 100.0%
Conductivity(umnoa/cm) 307 307 325 LOEC > 100.0% > 100.0%
Alkalinity(mg/L) 55.8 72,0 60.2 ChV > 100.0% > 100,0%
Hardness(mglL) 44 40 40 Method Dunn.I Test Dunn t Test
ChlOrtna(mg/L) c0.05 CO.05 c0 OS Cnt Ur8um 2.55 2.55
Temp at Receipt("C) 2.8 2.4 2.8 1 Cone.
18,4% -0.31 0.91
Control 32.7% 0.59 1.43
Test Organisms Hardness 48 rng/L 65,4% 1.36 1,84
Cultured In-House Alkalinity 48,5 mg/1.. 87 0% 1,21 1 39
Outside Supplier X ConductivIty 167 umnosrom 100.0% 0 97 1 54
Hatch Date/Time 04-20-09 I 10AM•1 PM
0 164
a SHIPPED JUN - 3 2009 81LLED JUN - 5 2009 0.327
oWC form AT-5(8/03)

01/08/2010 14:49 8648776938 ETT ENVIRONMENTAL PAGE 01
STATISTICAL ANALYSIS RESULTS
Facili : STANLEY NPDBS# NC0020036 _
Sample ID: EFVT TTrNT srr& T33384 Date: 4/21/09
•borato : 1 , t Fitt.
_Certification#:NCO22 !Exp.Date: 11/1/2009
survival DataARMY
7 Day Survival Test Used: FISHERS TEST
Control 100% Test Statistic: P= 1.000
Effluent 100% Critical Value: P= 0.01
PASS: The effluent does not reduce survival of the test organisms.
Reproduction Data
Raw Data Test for Normality
Mean young/female Std.Dcv. Test Used: Shapiro-Wilks Test:
Control 20.8 5.3I
Effluent 19.8 2.56 W: 0.834
Critical Value: 0.884
The data are not normally distributed
Analysis for Differences in Reproduction Test for Homogeneity of Variance
Test Used: Wileoxon Test Test Used: F Test
Rank sum= 124.00 F=
4.29
Critical Value 109.00 Critical Valuer 5.32
`�� The data are homogeneous in variance
PASS: The effluent is not chronically toxic.

rDate3-LA l~/
Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50
3c-�+0
- i ity: STANLEY EFFLUENT \=__S.# NC0020036 Pce County: GASTON
a
Laboratory •- • g Test: ETT Environmental, lnC:
-me-ts
Jam'
X /
S••nature or Operator in Responsible Charge
X ,F7`r` I I
I Signature of Laboratory Supeti•isor
MAIL ORIGINAL TO Environmental Sciences Branch
V�lll\
YtCII JCI YIL6�GIILGI
I\OI•�Ityll tYVI t II VGI V11I1 a LI VJQ-IVLI
North Carolina Ceriodaphnia Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
__ _ Caic-Liatec = 1.959
C- Value- 2.508
r c _ = % Reduction=
= 1
L
IL
I
fAcu.. pie ;D,eac IL L IL L IL IL IL rtrc. I Cc
Effluent% 85 i
k
or:rci CV
TR==. _\-_ ,P.GAN;S:':S 2 3 - '_ E - - c 1:3 „ 14.9%
{ 20 f 26 24 ' _ - 26 ; _- I 22 21 23 i ._3rd Brood PASS r.A._
Young Produced - -
L L L ! i 00 I
Adult .Live (D.+ead (L L ,L i_ _ _ I {L L 1 v:;
Complete This for Either Test Test Start Date
.,,,.:5_..r. S:ar Date 7-21-09
pH as-:a 's:sa-.-e 1 2-:se*:a -;.s 7-19-2009 Sample 2 7-23-2009
_ - - ' 8 1. i i 8 - ._e!Duration;
c . _ - •' - 8 , Gras Car- _-s_.,. 's: 2-:
..a-_ X -_
e-_ ::- a : :.a- s-_ __ :..e.2 X 2-ors. Sa-:.s Same e
D.O. 1st sample (( 1st sample 2nd sample Hardness(mg/L) 48.0
I I, I : 8 i • ;I 1 ` ! { 9` Spec.Cord. cs 184 315 279
8 Cnionne;roil
Se i:a a.receipt CC: 3.4 2.4
LCSO/Acute Toxicity Test
(Mcrtaitty ex ressec as .-_ .s:es;
Concentration
Mortality start/end starJenc
LC50 = Method of Determination '- Control
95%'Connoence!imrs Moving Average Probit MI -- High Conc. •
Spearman Kerber Other pH D.O.
Organism Tested Ceriodaphnia dubia
OEM Forts AT-1

rlitSTATISTICAL ANALYSIS RESULTS
STD\LEA jNHo NC0020036
Sample ID: EFFLUENT ETT. T33821 j Date: 2 -09
-12 ^.C` . Date: 2009
Laborator:: EFT Environmental,I�+c. ,�erncat:on=:tiCt3__ _ � . . ,
Sill-rival Data
PASS: The effluent does not reduce sure-ival of the test organisms.
Reproduction Data
Raw'Dana -
T��sr r \orfli:a,rn
ti -
Mean.ounr female Stc. De-. _-- Shapiro-WVilks Test:
— , Control -
Effluent -_ \V: . --
9
_..:.�a Value: .SS>
The data are normally distributed.
.-in di:.Si or Differences in Reproduction Test for Homogeneity of l ariance
Test Used: Equal Variance t Test. i Test Used: F Test
Calculated t= 1.96 I, ._ 2.67
The data are homogeneous in variance
PASS: The effluent is not chronically toxic.

-_ --,•.i:;,,rt Form-Chronic Fathead Minnow Multi-Concentr-`+=
a,c_,.7 >
. 10 g y,Survival; 95
High Concentration - 2 3 ,3 7.5 j n2 7.7 i
} 7 • i - 7.3 ; 7.4 7.1 i 7.4 1 70 7.6
pH(SU;IrPJFir, 8.? na 7.3 %.- 6.7 r :.:
7-0 7.4 I 5.9 I. 8.0 ' 8.9 7.8 I 8.3 7.9 / 7.4 1 7.0 I 7.6 i na / 7-6
DC i_mC�!'_ iniUFin 7.2 i -a � E.0 .' _ :: 1_: -E-I 254 -
CLirvi'al Grows •Res",.
_ -_= _ = -- - :es 29 --'
Hardness Lng - 38, '= 2.:Test
c - i <'3._., .s.L.
7 2c Conc.
Temp at Receipt;' i 3.4 -- I 1.11
Control 32.7% -30 0.85
- r• 65.4°ro 1.15 1.01
Test Organisms Hardness 7g•
9 �.32 -0.28
Cultured In-House 1 l A.kaiinry 55.8 mg:L 87.0%
Outside Supplier l-X ,
Conductivity 184 .---aA- 100.0% 0.52 0.68
I I Hatch Dateme0830 1000 MDT
DWQ Form AT-5(8/03)

De obey
Effluent Toxicity Report Form -Chronic Pass/Fail and Acute LC50 Date ::3-N,,,-.:9
Facility: TOWN OF S T ANLEY E `N t -•
ti -=ST �rC��22.,35 ?:�z a County: �.;AS .` '+:�i
Laboratory P= : .g Test: ETrEmrsronmentat tn¢: i
x
-- I S;.nature of Operator in Responsible Charge
X
Signature of Laboratory Supervisor
MAIL ORIGINAL TO 'Environmental Sciences Brand;
:.a;c:yI, w,.u',PI V11:10./:F0.•:U<:
North Carolina Ceriodaphnia Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
CC`•TRO-OR .A:NIS`sS
Caiculatec' t=
Critical Vaiue= 2.5.0.E
.� •• ._ % Reduction=
•
i i i i
iI 23 h -- i 1 i 23 25 i j 24i ..:L'C;ac: ,�vg. Rac c:.
C ` I 1r IL I i� 1 I
Ace.. -. e eac I e - ' 11 f I i f IL '' II! l C% 2 3
8.
I 1
Effluent % i 85.4%,; i J°io Treatment 2 -eat-e•:2
Cor.roi CV
TREATMENT 2 ORGANISMS 1 - 5 - -
l _ 3 9 12 13.1%
1+Y.%n^y_'Educed i f ?- i I 27 i , I _ f
D f I l I i __ 2 25 I 25 23 j 2: j i • j %3rd Brood PASS F.A:L
I
Adult _:iv_ ead I I 1._ IL IL I I L IL IL
ifL IL IL IL 1 100% X I
Complete This for Either Test Test Start Date
pH st samp.e 1st sample 2 Collection Star.;Cate 10/20/09
nd sem.:a Sam 1 1 0-13 0n
! i I l pie 2J�9 Sample 2 10-22-2009
Cor;troi 1 7.9 I 8.0 8.0 8.0 i 8.0 ' 7.7 i Sample T 1 i i i ] voe iCurtar.i
Treatment 17 4 7 1 i I) _ I
I r.5 1 7.91 I 7.5 !.8 I Grab Comp Duration 's: 27c
Sar-pie 1 X 24nrs. '.c:< Tcx
start scar: - _-
S:crt Sample 2 X 24?rs. SCC O''� Jar^p:E jampie
D.O. 1st sa:-:o(e ls:sar-e e end sample 48.0
. n+.
i I
r art.^.ess(mgrL,
von;:.,. I 8.51 8.41 1 8.41 8.21
t 8.11 8.4 ,,c._
Treatment 2 I 7.9 i 8.2 j 1 8.1 { .8' 8. r'.2
! 1 c^:cr.e -c`L. <0.05 <0.05
Sample Temp.at receipt';°C) 1.2 3.4
LC5OIAcute Toxicity Test
(Mortality expressed as%.combining replicates)
Concentration
Mortality start/end sta t'erd
LC80 = Method of Determination -- Control
25%Confidence Limits Moving Average Probit �..� �-
.....11 !-fly^^Conc.
% _Spearman Kerber Other pH D.O.
Organism Tested Ceriodaphnia dubia 1
DEM Form AT-1

C.t P'
STATISTICAL ANALYSIS RESULTS
Facility: STANLEY {:PDES= NC0020036
Sample ID: EFFLUENT I=. .= T342 3 !Date. Iu.20 09
Laborator,,: ETr''iflvirenmentai,Inc. ;Certification=: NCO22 ;E r atev09
,
Survival Data
Da': 5._a.,. al Test Used: FISHERS TEST
00%;b Test Statistic: P= 1 30C
Ef".uent I XX.% Critical Value:ue: P= 0.n1
PASS: The effluent does not reduce survival of the test organisms.
Reproduction Data
I
Raw Data ! Test for Normality
Mean young female Std. De''. l Test Used: Shapiro-WiIis Test:
Cor,rei 25.3 3 . I
Effluent 25.3 3.39 j W: 0.939
1
1 Critical 0.884
IThe data are normally distributed.
Analysis for Differences in Reproduction j Test for Homogeneity of Variance
Test Used: Equal Variance t Test. 1 Test Used: F Test
Calculated t= 3.06 F :.0
Critic_. Value= _._ . I Critical Value= 5.32
i
IThe data are homogeneous in variance
PASS: The effluent is not chronically toxic.

C.C.."P
li
Form-Chronic Fa -? :Fa -? :Wrrow MI.1!t::-Concentration TEECIte:11/03/09 r°:„c7lAY: Report
Town
of
Stanley NPDES#NC00 20036 --,.•.!2‘.:,-4-- :2' .3..-....,-;; Gaston
i
I
En%ironmental Sciences Branc':--
Division at water Quaiir:
NC DENA
26:1 Mail Ser,ice Craze:-
Raeigh.NC 2-6g0.. 621
-"-.,i• - .: :,. E--e 2:-::::-2i --'--- ,..: ;--..i-_•, :.:'..'---_-: 2 55-4:
2:.--.:: 3_-• -;= '- 0.83; 2 8'2.5 2 -13 .Ag :.•.mg:
la I. %Survival I 100.01
-.:--.,..-a -; 2 5-2- 2 52: _ 5__ 2 5:2.5 L•-::-• :•7 -:-; :ii.--:
:: - '-_--_". . e;= •- -: ''...F. : 7". •.: :•-:.:i :11,-,Eir.-. ,."; ....7-; :ii'
':-:5•••- S.-. ..:7:',..= .. . ._ .7. ;',7 5.,
S.:
__7: : i- _
Original* 12 '2 --
_ -"_
'Alt/original(mg) I 0.806 . _._
2 --:: 2 55-5 • 2-7E.
-:
---
_
Water Clua;ity Gat a :ay
:onuoi 0 - _
- 4 r
- 4 -
-S / na -5 . - - -- -?.
i n a 5 2 - : 5 ' -:- 5.2 -.2 2 -2 5.-f, -2
.2...' 7--=- 25- -a i 24:i .1Z.- - 1-, , 7.,f --4
i
_ _High Concentration : .. _ _.. .... -3
i •
1 pH(Su)mitiFin I 7.2 ; na 1 7.4 / 7.5 7.0 , 7.3 i 7.3 ., 7.7 I 7.6 / 7.8 I 7.5 I 7.5 I 7.2 / 7.3 1 na i 7.2 I
! DO(mg/L' Init/Fin t 7.9 ! na I 7.S / 7.4 8.2 / 7.0 ! 8 fi 1 7", I 8.0 I 7.0 I 5.2 1 5.8 i 5.0 / 6.6 no I 7.4 t
la 2.I 25' I 2r:', '5"- 2.2:-. ..-: I. 2. ! ''': : 22,-. 22-= :24, 2361 ra %.'"' 1
Sample . 2 -
... Suri;,yai 2:r.:wtr: Res.utt
• 2.: e-:::-.-3:1,..7.....;r:a ': "sE 2; ":.22 -..-; '2 :-..:.: \.-:-: ..= 2'3' ^C.' 2::-.E ,-...,3 'Pass
Grad . --:- .a-
: .2e..2,.raticn) I 24 hrs 2--"a 2=---s NC..:E0 > '22 2', > -21 2-r: :.f.-.,•-!•,...,.=> -22 2::
:::.nc.... vity t,...irnriosicrn) 1 301 I 2:7 2.23 L22E0 > '22 2',
Alkalinity(ing/L) I 60.0 36: 22.0 > 100.3% >
Hardness i,mg/L) i 38 _I 32 34 . le..:r..:,:.' Rank Sum
i . ....-. .
Chicrine(mgiL) 1 <0.05 1 <0.35 <0.05 2.,-7,..rS.:7 11 2 55
Temp at Receipt('C) 1.2 2.5 3.4 , Cone.
15.3% 18.00
Control 32.7% 20.30 -2.18
Test Organisms Hardness 48 rng/L 35.4%. 20.00 0.25
r--
curtured in-House f kalinity 61.2 rng/L 90.0% 18.00 -1.35
i I
1 Outside Supplier 1 X 1 Conductivity 217 :.nthosical 100.0% 14.00 -0.91 I Hatch Data/Time 10-20-09 1 0830-1000 MDT
DWQ Form AT-5.(&C3)

___ __, _
...h.,ci NZ-cc
r.
Effluent Toxicity Report Form -Chronic Pass/Fail and Acute LC50 Date 20-Jan-10
Facility: STANLEY EFFLUENT NPDES# NC0020036 Pipe# County: GASTON
Laborato - -- &ming Test:_., Err Environmental, I` .. Comments
Signature of Operator in Responsible Charge
X fiAtt")
Si nature'of Laboratory Supervisor
MAIL ORIGINAL TO Environmental Sciences Branch
W.V.VI VIICIIMI wualmy
1VL I I.Ia11 JCI V 14C V.111..1
I,oicIy111 IVVI LII Val V111 IC LI Via-11.14 I
North Carolina Ceriodaphnia Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
CONTROL ORGANISMS Calculated t= 4.909
Critical Value= 2.508
1 2 3 4 5 6 7 8 9 10 11 12 % Reduction= 20.6%
#Young Produced 27 26 28 23 24 25 28 24 28 23 27 28 %Mortality Avg.Reprod.
Adult (L)ive (D)ead L L L L L L L L I L L L L 0% 25.9
Control Control
Effluent% 65.4% 0% 20.6
Treatment 2 Treatment 2
Control CV
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 7.8%
1
#Young Produced 17 22 24 24 18 15 18 22 18 24 23 22 %3rd Brood PASS FAIL
Adult (L)ive (D)ead LLLL LLLLLLLL 100% X
Complete This for Either Test Test Start Date
Collection(Start)Date 1-12-10
pH 1st sample 1st sample 2nd sample Sample 1 1-10-2010 Sample 2 1-14-2010
Control 8.3 7.6 7.7 8.0 8.0 7.5 Sam.le T .e Duration
Treatment 2 7.1 6.9 6.6 7.5 7.2 7.4 Grab Comp Duration 1st 2nd
Sample 1 -©nal Tox Tox
start end start end start end Sample 2 ■©Ell Dilution Sample Sample
D.O. 1st sample 1st sample 2nd sample Hardness(mg/L) V4748.0 $1 x;_
Control 7.9 8.0 8.3 8.0 7.8 7.0 Spec.Cond.(pmhos) 185 320 318
Treatment 2 7.7 7.7 8.3 7.8 7.9 6.6 ( g ) y ' . f `Y <0.05 0.05
Chlorine m /L _,14�__�;�<_ <
Sample Temp.at receipt(°C) 50*Vild 2.3 2.4
LC50/Acute Toxicity Test
(Mortality expressed as%,combining replicates)
Concentration
Mortality start/end start/end
LC50 = Method of Determination -- Control
95%Confidence Limits Moving Average Probit Ell -- High Conc.
Spearman Kerber Other pH D.O.
Organism Tested Ceriodaphnia dubia J
DEM Form AT-1

i
STATISTICAL ANALYSIS RESULTS
Facility: STANLEY NPDES# NC0020036
Sample ID: EFFI.['ENNT ETT# T347I6 Date: 1-12-10
Laboratory: E �ntat`) , Certification#:NCO22 Exp.Date: 11/1/2010
Survival Data
7 Day Survival Test Used: FISHERS TEST
Control 100% Test Statistic: P= 1.000
Effluent 100% Critical Value: P= 0.01
PASS: The effluent does not reduce survival of the test organisms.
Reproduction Data
Raw Data Test for Normality
Mean young/female Std.Dev. Test Used: Shapiro-Wilks Test:
Control 25.9 2.02
Effluent 20.6 3.18 W: 0.915
Critical Value: 0.884
The data are normally distributed.
Analysis for Differences in Reproduction Test for Homogeneity of Variance
Test Used: Equal Variance t Test. Test Used: F Test
Calculated t= 4.91 F= 2.47
Critical Value= 2.51 Critical Value= 5.32
The data are homogeneous in variance
PASS: The effluent is not chronically toxic.

r6 f
zicity Report Form-Chronic Fathead Minnow Multi-Concentration Td38te:01/20/10
Facility: Town of Stanley NPDES#NCOO 20036 Pipe#: 001 County Gaston
Laborraat E T Environmental Comments'
Signature of Operator in Responsible Charge
Signature o abb rry Supervisor
MAIL ORIGINAL TO: Environmental Sciences Branch
Division of Water Quality
NC DENR
1621 Mail Service Center
Raleigh,NC 27699-1621
Test Initiation Date/Time 12-Jan-10 / 1110 Avg WUSurv.Control 0.464
%Eff. Repl. 1 2 3 4
Control I Surviving# 10 10 10 10 %Survival 100.0
Original# 10 10 10 10
WUoriginal(mg) 0.546 0.449 0.474 0.387 Avg Wt(mg) 0.464
l 16.4 Surviving# I 10 10 10 i 10 %Survival 100.0
Original# 10 10 10 10
Wt/original(mg) 0.588 0.506 0.593 0.523 Avg Wt(mg) 0.553
32.7 Surviving# 10 10 10 10 %Survival 100.0
Original# 10 10 10 10
Wt/original(mg) 0.552 0.622 0.588 0.501 Avg Wt(mg) 0.566
65.4 Surviving# 10 10 10 9 %Survival 97.5
Original# 10 10 10 10
Wt/original(mg) 0.501 0.541 0.545 0.504 Avg Wt(mg) 0.523
87 Surviving# 10 10 8 8 %Survival 90.0
Original# 10 10 10 10
Wt/original(mg) 0.516 0.530 0.517 0.419 Avg Wt(mg) 0.496
100 Surviving# 10 9 10 8 %Survival 92.5
Original# 10 10 10 10
Wt/original(mg) 0.584 0.455 0.584 0.510 Avg Wt(mg) 0.533
Water Quality Data Day
Control 0 1 2 3 4 5 6 7
pH(SU)Init/Fin 7.6 / na 7.4 / 7.8 7.6 / 7.8 7.7 / 7.6 7.4 / 7.7 7.5 / 8.0 7.7 / 7.4 na / 7.7
DO(mg/L) InitFin 6.7 / na 8.2 / 7.3 8.1 / 6.6 8.0 / 6.9 8.2 / 6.7 7„8 / 7.0 8.1 / 6.8 na / 7.3
Temp(C)Init/Fin 25.1 / na 24.5 / 25.1 25.2 / 25.4 25.2 / 25.3 25.4 / 24.7 25.1 / 24.8 24.9 / 25.3 na / 25.3
High Concentration 0 1 2 3 4 5 6 7
pH(SU)Init/Fin 6.4 I na 6.5 / 6.7 6.7 / 7.0 6.8 / 6.5 6.9 / 7.0 16.6 / 6.7 j 6.6 / 6.6 na I 6.8
DO(mg/L) 'nit/Fin 5.7 / na 5.5 / 3.6 8.1 / 6.4 7.6 / 4.9 9.0 / 6.0 4.7 / 5.2 5.9 / 6.1 na / 6.1
Temp(C)Init/Fin 25.2 / na 24.7 / 25.1 25.2 / 25.4 25.1 / 25.3 25.1 / 24.7 25.2 / 24.8 25.5 / 25.3 na / 25.3
Sample 1 2 3 Survival Growth Result
Collection Start Date 01/10/10 01/12/10 01/14/10 Normal W. 0.88 no 0.94 yes Pass
Grab Horn.Var.B= -40.9 yes 2.79 yes
Composite(Duration) 24 hrs 24 hrs 24 hrs NOEC > 100.0% > 100.0% ChV=> 100.0%
Conductivity(umhos/cm) 320 317 318 LOEC > 100.0% > 100.0%
Alkalinity(mg/L) 16.3 17.5 15.9 ChV > 100.0% > 100.0%
Hardness(mg/L) 28 38 36 Method Rank Sum Dunn.t Test
Chlorine(mg/L) <0.05 <0.05 <0.05 Crit Ursum 11 2.55
Temp at Receipt(°C) 2.3 3.0 2.4 Conc.
16.4% 18.00 -2.42
Control 32.7% 20.00 -2.78
Test Organisms Hardness 48 mg/L 65.4% 20.00 -1.60
Cultured In-House Alkalinity 36.7 mg/L 87.0% 18.00 -0.86
Outside Supplier X Conductivity 185 umhos/cm 100.0% 14.00 -1.89
Hatch Date/Time 01-11-10 / 0830-1000 MST
DWQ Form AT-5(8/03)

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14/99
OMB Number 2040-0086
Town of Stanley VWVTP, NC0020036
SUPPLEMENTAL APPLICATION INFORMATION
PART F. INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA,or other remedial wastes must
complete Part F.
GENERAL INFORMATION:
F.1. Pretreatment Program. Does the treatment works have,or is it subject to,an approved pretreatment program?
✓ Yes No
F.2. Number of Significant Industrial Users(SIUs)and Categorical Industrial Users(CIUs). Provide the number of each of the following types
of industrial users that discharge to the treatment works.
a. Number of non-categorical SIUs. 1.00
b. Number of CIUs.
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works,copy questions F.3 through F.8
and provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional
pages as necessary.
Name: Outdoor Lifestyles
Mailing Address: P O Box 460, Stanley, NC 28164
F.4. Industrial Processes. Describe all of the industrial processes that affect or contribute to the SIU's discharge.
F.5. Principal Product(s)and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Lawn furniture
Raw material(s): metals
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharged into the collection system in gallons
per day(gpd)and whether the discharge is continuous or intermittent.
gpd ( continuous or ✓ intermittent)
b. Non-process wastewater flow rate. Indicate the average daily volume of non-process wastewater flow discharged into the collection
system in gallons per day(gpd)and whether the discharge is continuous or intermittent.
gpd ( continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits Yes ✓ No
b. Categorical pretreatment standards Yes ✓ No
If subject to categorical pretreatment standards,which category and subcategory?
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 18 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14r99
OMB Number 2040-0086
Town of Stanley WWTP, NC0020036
F.8. Problems at the Treatment Works Attributed to Waste Discharged by the SW. Has the SIU caused or contributed to any problems(e.g.,
upsets,interference)at the treatment works in the past three years?
Yes ✓ No If yes,describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL,OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck,rail,or dedicated
pipe? Yes ✓ No(go to F.12.)
F.10. Waste Transport. Method by which RCRA waste is received(check all that apply):
Truck Rail Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount(volume or mass,specify units).
EPA Hazardous Waste Number Amount Units
CERCLA(SUPERFUND)WASTEWATER, RCRA REMEDIATION/CORRECTIVE
ACTION WASTEWATER,AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently(or has it been notified that it will)receive waste from remedial activities?
Yes (complete F.13 through F.15.) ✓ No
Provide a list of sites and the requested information(F.13-F.15.)for each current and future site.
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates(or is expected to originate
in the next five years).
F.14. Pollutants. List the hazardous constituents that are received(or are expected to be received). Include data on volume and concentration,if
known. (Attach additional sheets if necessary).
F.15. Waste Treatment. •
a. Is this waste treated(or will it be treated)prior to entering the treatment works?
Yes No
If yes,describe the treatment(provide information about the removal efficiency):
b. Is the discharge(or will the discharge be)continuous or intermittent?
Continuous Intermittent If intermittent,describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW TO DETERMINE WHICH OTHER PARTS OF FORM
2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 19 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14/99
Town of Stanley WWTP, NC0020036 OMB Number 2040-0086
SUPPLEMENTAL APPLICATION INFORMATION
PART G. COMBINED SEWER SYSTEMS
If the treatment works has a combined sewer system,complete Part G.
G.1. System Map. Provide a map indicating the following:(may be included with Basic Application Information)
a. All CSO discharge points.
b. Sensitive use areas potentially affected by CSOs(e.g.,beaches,drinking water supplies,shellfish beds,sensitive aquatic ecosystems,and
outstanding natural resource waters).
c. Waters that support threatened and endangered species potentially affected by CSOs.
G.2. System Diagram. Provide a diagram,either in the map provided in G.1.or on a separate drawing,of the combined sewer collection system
that includes the following information:
a. Locations of major sewer trunk lines,both combined and separate sanitary.
b. Locations of points where separate sanitary sewers feed into the combined sewer system.
c. Locations of in-line and off-line storage structures.
d. Locations of flow-regulating devices.
e. Locations of pump stations.
CSO OUTFALLS: I.
Complete questions G.3 through G.6 once for each CSO discharge point.
G.3. Description of Outfall.
a. Outfall number
b. Location
(City or town,if applicable) (Zip Code)
(County) (State)
(Latitude) (Longitude)
c. Distance from shore(if applicable) ft.
d. Depth below surface(if applicable) ft.
e. Which of the following were monitored during the last year for this CSO?
Rainfall _CSO pollutant concentrations _CSO frequency
_CSO flow volume Receiving water quality
f. How many storm events were monitored during the last year?
G.4. CSO Events.
a. Give the number of CSO events in the last year.
events C_actual or_approx.)
b. Give the average duration per CSO event.
hours( actual or_approx.)
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 20 of 21

FACILITY NAME AND PERMIT NUMBER: Form Approved 1/14/99
OMB Number 2040-0086
Town of Stanley WWTP, NC0020036
c. Give the average volume per CSO event.
million gallons( actual or approx.)
d. Give the minimum rainfall that caused a CSO event in the last year.
inches of rainfall
G.5. Description of Receiving Waters.
a. Name of receiving water:
b. Name of watershed/river/stream system:
United States Soil Conservation Service 14-digit watershed code(if known):
c. Name of State Management/River Basin:
United States Geological Survey 8-digit hydrologic cataloging unit code(if known):
G.6. CSO Operations.
Describe any known water quality impacts on the receiving water caused by this CSO(e.g.,permanent or intermittent beach closings,
permanent or intermittent shell fish bed closings,fish kills,fish advisories,other recreational loss,or violation of any applicable State water
quality standard).
END OF PART G.
REFER TO THE APPLICATION OVERVIEW TO DETERMINE WHICH OTHER PARTS OF FORM
M
2A YOU MUST COMPLETE.
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 21 of 21

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fl.W,q)'� Michael F.Easley,Governor
V
�O William G.Ross Jr.,Secretary
North Carolina Department of Environment and Natural Resources
r- Alan W.Klimek,P.E.Director
] Division of Water Quality
o
DIVISION OF WATER QUALITY
October 27, 2005
Mr. Mike McLaurin,Town Manager
Town of Stanley
114 South Main Street
Stanley,North Carolina 28164
Subject:NPDES Permit NC0020036
Stanley WWTP
Gaston County
Dear Mr.McLaurin:
Our records indicate that NPDES Permit No.NC0079758 was issued on October 18,
2005 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 is Page 4.
Page 4 sets forth the effluent limitations and monitoring requirements for your
discharge. Your discharge must not exceed any of the limitations set forth. The section headed
"Monitoring Requirements" describes the measurement 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 reporting forms furnished or approved by
this Agency. For new permits/facilities,the Division may supply an initial small stock of these
forms;however, if you fail to receive the forms,please contact this Office as quickly as possible.
The forms,including directions for their completion, and other important information are also
available at http://h2o.enr.state.nc.us/NPDES/documents.html. It is imperative that all applicable
parts be completed, and the original and one copy be submitted as required.
Please be advised that an annual fee may be required for your facility; if so,you will
receive a statement from our Raleigh Office. It is imperative that the fee be paid in a timely
manner so as to prevent enforcement action or possible revocation of your permit.
No` Carolina
,Naturally Trvhi
NCDEt
N.C.Division of Water Quality,Mooresville Regional Office,610 E.Center Ave.Suite 301,Mooresville NC 28115 [phone] Customer Service
1-877-623-6748

The remaining parts of the Permit set forth definitions, 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, bypasses,
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 treatment facilities, quantity and type of wastewater being treated or
discharged, expansions and/or upgrading of wastewater treatment facilities must be permitted or
approved by this Agency.
To maintain compliance with discharge limitations,proper operation and maintenance of
a wastewater treatment facility and the development of a process control program are essential.
For those facilities having chlorine tablet disinfection,please be advised that chlorine tablets
approved for wastewater treatment use must be used; swimming pool tablets are not approved.
Also, be advised that DWQ staff need to have access to the facility's discharge point into the
receiving stream;please maintain a path along the outfall line to facilitate that access.
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 $25,000 per violation(and/or criminal penalties)may be
assessed for such violations. If you find at any time that you are unable to comply with the terms
and conditions of the Permit,you should contact this Office immediately. A Special Order by
Consent(SOC)may be necessary while pursuing action to obtain compliance.
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 1 of the Permit. Also note that NPDES Permits are not automatically transferable.
If you, as the Permittee, cease to need this Permit,then you should request that the Division of
Water Quality rescind the Permit or request that DWQ reissue the Permit to another party, if
necessary.
As mentioned previously,the purpose of this letter is to advise you of the importance of
your NPDES Permit. Please read the Permit 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,
D. Rex Gleason, P.E.
ti`1\ Surface Water Protection Regional Supervisor

toF WAr9 / Michael F.Easley,Governor
y `0 Q C. ((( William G.Ross Jr.,Secretary
�, 7 North Carolina Department of Environment and Natural Resources
Alan W.Klimek,P.E.Director
C3 Y
Division of Water Quality
October 21, 2005
J�Mr. Mike McLaurin, Town Manager
• Town of Stanley r +IVN
114 South Main Street VIA
Stanley, North Carolina 28164
Subject: Issuance of NPDES
Permit NC0020036 Stanley WWTP
Gaston County
.
Dear Mr. McLaurin:
Division personnel have reviewed and approved your application for renewal of the subject permit:; :t
Accordingly, we are forwarding the attached NPDES discharge 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 U.S. Environmental Protection Agency dated May 9, 1994 (or as subsequently
amended). . . l;
This permit includes the following changes/error corrections from the draft permit senttopyout n.•... ..
August 17, 2005. :. •,=
Changes from 8-17-05 Draft.permit
• o Pursuant to your letter dated 10/14/05, any reference in the'permit to a 1 MGD flow has been :••
eliminated.
Change of Daily Maximum Limit for"Total Residual Chlorine" from 28 g/1 to 26ig/1. A slight
error was made in this original calculation.
• o Change to Effluent Limitations and Monitoring Requirements page Footnotes:
• #4 - Inclusion of June 1, 2007 compliance date for new Total Residual Chlorine Limit.
• #5 - Change from Part 1. A. (3.) to Part A (2).
o Please note that groundwater-monitoring requirements have been added to this permit (Refer to
Condition A.3.) The Town has already been conducting this Monitoring and must submit sets of
collected data to:
Division of Water Quality
1617 Mail Service Center
Information Processing Unit
Raleigh, NC 27699-1617
and
NCDER-DWQ
Information Processing Unit
1617 Mail Service Center
Raleigh, NC 27669-1617
• One
N Caro a
aturaly
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh,NC 27699-1617 Phone[phone] Customer Service
Internet: h2o.enr.state.nc.us 512 N.Salisbury St. Raleigh,NC 27604 FAX [phone] 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper

1
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 (6714 Mail Service
Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this decision shall be final and
binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to
obtain other permits which may be required by the Division of Water Quality or permits required by the
Division of Land Resources, the 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 Bob Guerra at
telephone number(919) 733-5083, extension 539.
Sincerely,
ORIGINAL SIGNED SY
SUSAN A. WILON
Alan W. Klimek, P.E.
cc: Central Files
ioress ;
NPDES Unit
Aquatic.Toxicology.Unit •

Permit NC0020036
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other
lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control
Act, as amended, the
Town of Stanley
is hereby authorized to discharge wastewater from a facility located at the
Stanley WWTP
109 Lola Street
Gaston County
to receiving waters designated as Mauney Creek, classified WS-IV waters in the
Catawba River Basin.
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective December 1, 2005.
This permit and authorization to discharge shall expire at midnight on July 31,
2010.
Signed this day October 21, 2005.
ORIGINAL SIGNED BY
SUSAN A. WILSON
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0020036
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or
discharge are hereby revoked. As of this permit issuance, any previously issued
permit bearing this number is no longer effective. Therefore, the exclusive authority
to operate and discharge from this facility arises under the permit conditions,
requirements, terms, and provisions included herein.
The Town of Stanley is hereby authorized to:
1. Continue operation of a 0.5 MGD wastewater treatment system consisting of
the following treatment components:
• Bar screen
• Two mechanical aeration basins
• Two secondary clarifiers
• Chlorine Contact basin FGa�' 7� r�.r Tia.✓
• Aerated sludge storage basin
• Aerobic sludge digester
The facility is located at 109 Lola Street in Stanley at the Stanley WWTP in
Gaston County.
2. Discharge from said treatment works at the location specified on the attached
map through outfall 001 into Mauney Creek, classified WS-IV waters in the
Catawba River Basin.

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Facility Information Facility
• ; x,. ;-
.:.
Latitude: 35°21'46" Sub-Basin: 03-08-35 Location
Longitude: 81°07'00"
Quad#: F 14 SE(Mount Holly) -@>"
Stream Class: WS-IV
Town of Stanley
N NC0020036
orth
Gaston County
Receiving Stream: Mauney Creek
0.5 MGD and 1.0 MOD
Permitted Flow:

I Permit NC0020036
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning on the effective date of this permit and lasting until expiration, the Permittee is authorized
to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT LIMITS MONITORING REQUIREMENTS
CHARACTERISTICS
Monthly Weekly Daily Measurement Sample Sample Locationl
Average Average Maximum Frequency Type
Flow 0.5 MGD Continuous Recording Influent or Effluent
BOD,5 day(20°C)2 30.0 mg/L 45.0 mg/L Weekly Composite Influent&Effluent
Total Suspended Solids2 30.0 mg/L 45.0 mg/L Weekly Composite Influent&)=ffluent,. ,
NH3_N(Summer)3 2.0 mg/I 6.0 mg/I Weekly Composite Effluent
NH3_N(Winter)3 4.0 mg/I 12.0 mg/I Weekly Composite Effluent.
Oil and Grease No Effluent Limit Monthly Grab Effluent•.
Fecal Coliform 200/100 ml 400/100 ml Weekly Grab Effluent
(geometric mean)
Dissolved Oxygen5 6.0 mg/I Weekly Grab Effluent •
Total Residual Chlorine4 26 Ng/L 2NVeek Grab Effluent
Total Nitrogen(NO2+NO3+TKN) No Effluent Limit Quarterly Composite Effluent
Total Phosphorus No Effluent Limit Quarterly Composite Effluent
Temperature(°C) Weekly Grab Effluent:.:
Chromium Monthly Composite Effluent
Copper Monthly Composite Effluent
Zinc Monthly Composite Effluent
Conductivity Weekly Grab U,D
Dissolved Oxygen Weekly Grab U,D
Fecal Coliform Weekly Grab U,D
Temperature Weekly Grab U,D
I
Chronic Toxicity6 Quarterly Composite Effluent
pH7 Weekly Grab Effluent
Footnotes:
1. U=Upstream at least 50 feet from the outfall. D=Downstream at NCSR 1827.
2. The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15%of the respective
influent value(i.e. 85%Removal).
3. Summer is defined as April 1 through October 31. Winter is defined as November 1 through March 31.
4. Limit takes effect 18 months from the effective date of the permit(June 1,2007). Until the limit takes effect,the
permittee shall monitor TRC(with no effluent limit).
5. The daily average dissolved oxygen concentration shall not be less than 6.0 mg/I.
6. Chronic Toxicity(Ceriodaphnia)at 65.4%:January,April,July and October(see Part I.A.(2.)).
7. The pH of the effluent shall not be less than 6.0 nor greater than 9.0(on the standard units scale).
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC0020036
A. (2.) QUARTERLY CHRONIC TOXICITY PERMIT LIMIT (0.5 MGD) -FINAL
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant
mortality to Ceriodaphnia dubia at an effluent concentration of 65.4%.
The permit holder shall perform at a minimum, quarterlu monitoring using test procedures outlined
in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998,
or subsequent versions or"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised-February 1998) or subsequent versions. The tests will be performed during the months of
January, April, July, and October. Effluent sampling for this testing shall be performed at the NPDES
permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below
the permit limit, then multiple-concentration testing shall be performed at a minimum, in each of the
two following months as described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test
Procedure" (Revised-February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the
highest concentration having no detectable impairment of reproduction or survival and the lowest
concentration that does have a detectable impairment of reproduction or survival. The definition of
"detectable impairment," collection methods, exposure regimes, and further statistical methods are
specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised-
February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the
parameter code TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally, DWQ
Form AT-3 (original) is to be sent to the following address:
Attention:NC DENR / DWQ / Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no
later than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and
all concentration/response data, and be certified by laboratory supervisor and ORC or approved
designate signature. Total residual chlorine of the effluent toxicity sample must be measured and
reported if chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity (AT)
test form indicating the facility name, permit number, pipe number, county, and the month/year of
the report with the notation of"No Flow" in the comment area of the form. The report shall be
submitted to the Environmental Sciences Branch at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required,
monitoring will be required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re-
opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival, minimum control organism reproduction, and appropriate environmental
controls, shall constitute an invalid test and will require immediate follow-up testing to be completed
no later than the last day of the month following the month of the initial monitoring.

Permit NC0020036
A. (3.) GROUNDWATER REQUIREMENTS - FINAL
a. Monitoring Requirements
i. The existing monitor wells MW-1 and MW-2 shall be sampled twice per year in April
and November for the following parameters:
Water Level
pH
Total Dissolved Solids (TDS)
Nitrate
Prior to sampling the other parameters, the measurement of water levels, then pH,
must be taken. The depth to water in each well shall be measured from the surveyed
point on the top of the casing. The measuring points (top of well casing) of all
monitoring wells shall be surveyed relative to a common datum.
ii. Any laboratory selected to analyze parameters must be Division of Water Quality
(DWQ) certified for those parameters required.
iii. Upon written notification by the Division, the Permittee shall conduct additional
groundwater quality monitoring the Division deems necessary.
b. Reporting Requirements
i. The Permittee shall report its monitoring results on current and appropriate forms:
(1) GW-59 Groundwater Quality Monitoring: Compliance Report Form
(2) GW-59A Compliance Report Form
Updated blank forms (GW-1, GW-30, GW-59, GW-59A) may be downloaded from the
Division of Water Quality website at http://h2o.enr.state.nc.us/ or requested from the
address below.
ii. The Permittee shall submit three (3) copies of its reports to the following two address:
Division of Water Quality
1617 Mail Service Center
Information Processing Unit
Raleigh, NC 27699-1617
and
NCDER-DWQ
Information Processing Unit
1617 Mail Service Center
Raleigh, NC 27669-1617
iii. The results of the sampling and analysis must be received on Form GW-59 and GW-
59A on or before the last working day of the month following the sampling month. The
data of all groundwater sampling analyses required by the permit conditions must be
reported using the most recent GW-59 and GW-59A forms along with attached copies
of the laboratory analyses.
c. Applicable Boundaries
i. The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary
for the disposal system individually permitted prior to December 30, 1983 is
established at either 500 feet from the waste disposal area, or at the property
boundary, whichever is closest to the waste disposal area. An exceedance of
Groundwater Quality Standards at or beyond the Compliance Boundary is subject to
remediation action according to 15A NCAC 2L .0106(d)(2).
ii. The REVIEW BOUNDARY is established around the disposal systems midway between
the Compliance Boundary and the perimeter of the waste disposal area. Any exceedance of
standards at the Review Boundary shall require action in accordance with 15A NCAC 2L
.0106(d)(1).

NPDES Permit Requirements
Page lof16
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events.
3/Week
Samples are collected three times per week on three separate calendar days.
Act or"the Act"
The Federal Water Pollution Control Act,also known as the Clean Water Act,as amended,33 USC 1251,et. seq.
Annual Average
The arithmetic mean of all "daily'discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
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.
Calendar Day
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.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc.) on a case-by-case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single,continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: 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
(3) Variable time/constant volume: 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 preset gallon interval between sample collection fixed at no greater than 1/24 of the
expected total daily flow at the treatment system,or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval. This method may only be used in situations where effluent flow rates vary
less than 15 percent. The grab samples shall be taken at intervals of no greater than 20 minutes apart
during any 24-hour period and must be of equal size and of no less than 100 milliliters. Use of this method
requires prior approval by the Director.
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NPDES Permit Requirements
Page 2 of 16
In accordance with (4) above,influent grab samples shall not be collected more than once per hour.
Effluent grab samples shall not be collected more 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
intervals evenly spaced over the 24-hour period that are equal in number of hours to the detention time of the
system in number of days. However, the interval between effluent grab samples may not exceed six hours nor
the number of samples less than four during a 24-hour sampling period.
Continuous flow measurement
Flow monitoring that occurs 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.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge"is calculated as
the total mass of the pollutant discharged over the day. The "daily discharge" concentration comprises the mean
concentration for a 24-hour sampling period as either a composite sample concentration or the arithmetic mean of all
grab samples collected during that period. (40 CFR 122.3)
Daily Maximum
The highest"daily discharge"during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. The Division expects that sampling shall be conducted on weekdays except where holidays or other
disruptions of normal operations prevent weekday sampling. If sampling is required for all seven days of the week
for any permit parameter(s), that requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWQ or"the Division"
The Division of Water Quality,Department of Environment and Natural Resources.
EMC
The North Carolina Environmental Management Commission.
Facility Closure
The cessation of wastewater treatment at a permitted facility,or the cessation of all activities that require coverage
under the NPDES. Completion of facility closure will allow this permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean,values of"0" (or"< [detection level]") shall be considered=1.
Grab Sample
Individual samples of at least 100 ml collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act.
Instantaneous flow measurement
A measure of flow taken at the time of sampling,when both the sample and flow will be representative of the total
discharge.
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NPDES Permit Requirements
Page 3 of 16
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average (concentration limit)
The average of all samples taken over a calendar quarter.
Severe property damage
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 excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance,or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform, the geometric mean of such-discharges.
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 [40 CFR 122.41].
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 section 301,302,306,307,308,318 or 405 of the
Act, or any permit condition or limitation implementing any such sections in a permit issued under section
402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8)
of the Act,is subject to a civil penalty not to exceed $25,000 per day for each violation. [40 CFR 122.41 (a)
(2)]
c. The Clean Water Act provides that any person who negligently violates sections 301,302,306,307, 308,318, or
405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under
section 402 of the Act, or any requirement imposed in a pretreatment program approved under section
402(a)(3) or 402(b)(8) of the Act,is subject to criminal penalties of$2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of
violation,or by imprisonment of not more than 2 years,or both. [40 CFR 122.41 (a) (2)]
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NPDES Permit Requirements
Page 4 of 16
d. Any person who knowing§ violates such sections, or such conditions or limitations 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. In
the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[40 CFR 122.41 (a) (2)]
e. Any person who knowingly violates section 301,302, 303,306,307, 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,
and who knows at that time that he thereby places another person in imminent danger of death or serious
bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not
more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment
violation,a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than
30 years, or both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction
of violating the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined
up to$2,000,000 for second or subsequent convictions. [40 CFR 122.41 (a) (2)]
f. Under state law, a civil penalty of not more than $25,000 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. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such
sections in a permit issued under section 402 of this 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. 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. [40 CFR
122.41 (a) (3)]
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
[40 CFR 122.41 (d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II. C. 4), "Upsets" (Part II. C. 5) 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 [40 CFR 122.41 (g)].
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.
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7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of thi:
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 [NCGS 150B-23].
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 by this permit [40 CFR 122.41 (h)].
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 [40 CFR 122.41 (b)].
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. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified
[40 CFR 122.41 (k)].
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,provided,the manager is authorized to make management decisions which govern the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to assure long
term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systems are established or actions taken to gather complete and accurate information for
permit application requirements; and where 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 [40 CFR 122.22].
b.. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. 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[40 CFR 122.22]
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c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate
because a different individual or position has responsibility for the overall operation of the facility, a new
authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director
prior to or together with any reports, information, or applications to be signed by an authorized
representative [40 CFR 122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the
following certification [40 CFR 122.22]:
"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 [40 CFR 122.41 (f)].
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 15A of the North Carolina
Administrative Code,Subchapter 2H .0100;and North Carolina General Statute 143-215.1 et.al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within 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.
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
Upon classification of the permitted facility by the Certification Commission, the Permittee shall employ a
certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution
control treatment system. Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the water pollution control treatment system by the Certification Commission. The
Permittee must also employ one or more certified Back-up.ORCs who possess a currently valid certificate of the
type of the system. Back-up ORCs must possess a grade equal to (or no more than one grade less than) the grade
of the system [15A NCAC 8G.0201].
The ORC of each Class I facility must
➢ Visit the facility at least weekly
➢ Comply with all other conditions of 15A NCAC 8G.0204.
The ORC of each Class II,III and IV facility must:
➢ Visit the facility at least daily,excluding weekends and holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 8G.0204.
Once the facility is classified, the Permittee shall submit a letter to the Certification Commission designating the
operator in responsible charge:
a. Within 60 calendar days prior to wastewater being introduced into a new system
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b. Within 120 calendar days of:
➢ Receiving notification of a change in the classification of the system requiring the designation of a
new ORC and back-up ORC
➢ A vacancy in the position of ORC or back-up ORC.
2. Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
facilities at optimum efficiency. 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 Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41 (e)].
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 [40 CFR 122.41
(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
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 b. and c. of this section.
•
b. Notice [40 CFR 122.41 (m) (3)]
(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 effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II.E. 6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility 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 a Ciliary 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 b.of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system-wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects,if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1)of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41 (n) (2)]: An upset constitutes an affirmative defense to an action
brought for noncompliance with such technology based permit effluent limitations if the requirements of
paragraph b. of this condition are met. No determination made during administrative review of claims that
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noncompliance was caused by upset, and before an action for noncompliance, is final administrative action
subject to judicial review.
b. 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[40 CFR 122.41 (n) (4)]: The Permittee seeking to establish the occurrence of an
upset has the burden of proof in any enforcement proceeding.
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 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 503. The
Permittee shall comply with applicable 40 CFR 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 15A NCAC 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 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 [40 CFR 122.41 (j)].
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 (MR 1, 1.1, 2, 3) or alternative forms approved by the
Director,postmarked no later than the 28th 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:
NC DENR/Division of Water Quality/Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
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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 is 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. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once-through condenser cooling water flow 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 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 [40 CFR 122.41].
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 [40 CFR 122.41].
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
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained 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 [40 CFR
122.41].
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record
the following information [40 CFR 122.41]:
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;
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e. The analytical techniques or methods used;and
f. The results of such analyses.
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 [40 CFR 122.41 (i)].
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 [40 CFR 122.41 (1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
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 subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 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 to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41 (1) (2)].
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 permit to document the change of ownership. Any such action
may incorporate other requirements as may be necessary under the Clean Water Act[40 CFR 122.41 (1) (3)].
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 (1) (4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2) 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 this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR.
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6. Twenty-four FIour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public 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 [40 CFR 122.41 (1) (6)].
b. The Director may waive the written report on a case-by-case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or(919) 733-3300.
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 [40 CFR 122.41 (1) (7)].
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 [40 CFR 122.41 (1) (8)].
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 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 Water Quality. 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
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not more than $25,000 per violation, or by imprisonment for not more than two years per violation, or by both
[40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1C).
The report shall summarize the performance of the collection or treatment system, as well as the extent to which
the facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality.
The report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon
which annual period is used for evaluation.
PART III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not commence construction of wastewater treatment facilities,nor add to the plant's treatment
capacity,nor change the treatment process(es) utilized at the treatment plant unless the Division has issued an
Authorization to Construct (AtC) permit. Issuance of an AtC will not occur until Final Plans and Specifications for
the proposed construction have been submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall,upon written notice from the Director of the Division of Water Quality,conduct groundwater
monitoring as may be required to determine the compliance of this NPDES permitted facility with the current
groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe(40 CFR 122.42):
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 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms
per liter(500 µg/L) for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol;and one milligram per liter
(1 mg/L) for antimony;
(3) Five 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 following"notification levels";
(1) Five hundred micrograms per liter(500 µg/L);
(2) One milligram per liter(1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Evaluation of Wastewater Discharge Alternatives
The Permittee shall 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 60 days of
notification by the Division.
Section E. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system
covered by this permit. The Division may require specific measures during deactivation of the system to prevent
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adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS FOR MUNCIPAL FACILITIES
Section A. Publicly Owned Treatment Works (POTWs)
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 by an indirect discharger
as influent to that 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.
Section B. Municipal Control of Pollutants from 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 40 CFR 261.21; _
b. Pollutants which will cause corrosive structural damage to the POTW, but in no case Discharges
with pH lower than 5.0,unless the works is specifically designed to accommodate such Discharges;
c. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the POTW
resulting in Interference;
d. Any pollutant,including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow
rate and/or pollutant concentration which will cause Interference with the POTW;
e. Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in
• no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C
(104°F) unless the Division,upon request of the POTW,approves alternate temperature limits;
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 a
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.
4. The Permittee shall require any industrial discharges sending influent to 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
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NPDES Permit Requiremen
Page 14 of 16
Division a Pretreatment Program for approval per 15A NCAC 2H .0907(a) or modify an existing
Pretreatment Program per 15A 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.
Section C. Pretreatment Programs
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 15A 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 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 15A
NCAC 2H .0900, and the legal authorities, policies, procedures, and financial provisions contained in its
pretreatment program submission and Division approved modifications there of. Such operation shall include
but is not limited to the implementation of the following conditions and requirements:
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program.
2. Industrial Waste Survey(IWS)
The Permittee shall update its Industrial Waste Survey (IWS) to include all users of the sewer collection
system at least once every five years.
3. Monitoring Plan
The Permittee shall implement a Division approved Monitoring Plan for the collection of facility specific
data to be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of
specific pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required
by Part II,Section D,and Section E.5.).
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a Headworks Analysis (HWA) at least once every five
years, and as required by the Division. Within 180 days of the effective date of this permit (or any
subsequent permit modification) the Permittee shall submit to the Division a written technical evaluation
of the need to revise local limits (i.e., an updated HWA or documentation of why one is not needed) [40
CFR 122.42]. The Permittee shall develop,in accordance with 40 CFR 403.5(c) and 15A NCAC 2H•.0909,
specific Local Limits to implement the prohibitions listed in 40 CFR 403.5(a) and (b) and 15A NCAC 2H
.0909.
5. Industrial User Pretreatment Permits (IUP)&Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users,permits for
operation of pretreatment equipment and discharge to the Permittee's treatment works. These permits
shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control
technologies to assure that their wastewater discharge will meet all applicable pretreatment standards and
requirements. The Permittee shall maintain a current Allocation Table (AT) which summarizes the results
of the Headworks Analysis (HWA) and the limits from all Industrial User Pretreatment Permits (IUP).
Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA.
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Fr NPDES Permit Requirements
Page 15 of 16
•
6. Authorization to Construct (A to C)
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable
industrial users for the construction or modification of any pretreatment facility. Prior to the issuance of
an AtC, the proposed pretreatment facility and treatment process must be evaluated for its capacity to
comply with all Industrial User Pretreatment Permit(IUP) limitations.
7. POTW Inspection&Monitoring of their SIUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial
users,compliance with applicable pretreatment standards. The Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year;and
b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit-
limited pollutants, once during the period from January 1 through June 30 and once during the
period from July 1 through December 31, except for organic compounds which shall be sampled
once per calendar year;
8. SIU Self Monitoring and Reporting
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division approved pretreatment program, the industry's pretreatment permit,
or in 15A NCAC 2H .0908.
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all 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 15A NCAC 2H .0909, and specific local limitations.
All enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the
Division.
10. Pretreatment Annual Reports (PAR) .
The Permittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15A NCAC 2H .0904 (b) may be
required to meet with Division personnel periodically to discuss enforcement of pretreatment requirements
and other pretreatment implementation issues.
For all other active pretreatment programs,the Permittee shall submit two copies of a Pretreatment Annual
Report(PAR) describing its pretreatment activities over the previous twelve months to the Division at the
following address:
NC DENR/DWQ /Pretreatment Unit
1617 Mail Service Center
Raleigh,NC 27699-1617
These reports shall be submitted according to a schedule established by the Director and shall contain the
. following
a.) Narrative .
A brief discussion of reasons for, status of, and actions taken for all Significant Industrial
Users (SIUs)in Significant Non-Compliance(SNC);
b.) Pretreatment Program Summary(PPS)
A pretreatment program summary(PPS) on specific forms approved by the Division;
c.) Significant Non-Compliance Report(SNCR)
The nature of the violations and the actions taken or proposed to correct the violations on
specific forms approved by.the Division;
d.) Industrial Data Summary Forms (IDSF) •
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. s t.-1ST t_ ti �t _ -
f' NPDES Permit Re uireme:
Page 16 of 1
Monitoring data from samples collected by both the POTW and the Significant Industrial
a.;
User (SIU). These analytical results must be reported on Industrial Data Summary Forms
(IDSF) or other specific format approved by the Division;
e.) Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules,
public notice of SIUs in SNC, and any other information, upon request, which in the
opinion of the Director is needed to determine compliance with the pretreatment
•_::. implementation requirements of this permit; 4:
11. Public Notice
The Permittee shall publish annually a list of Significant Industrial Users (SIUs) that were in Significant ,=�
Non-Compliance (SNC) as defined in the Permittee's Division approved Sewer Use Ordinance with
applicable pretreatment requirements and standards during the previous twelve month period. This list t. y
r'' shall be published within four months of the applicable twelve-month period. '''''
ice;;
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12. Record Keeping a
A-
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
4 on the POTW. qq
4 ,YY
13. Funding and Financial Report
'f The Permittee shall maintain adequate funding and staffing levels to accomplish the objectives of its l 'i
3 approved pretreatment program. 'i
4 C. ,}
0
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits ,
modifications, POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan e
modifications, shall be considered a permit modification and shall be governed by 15 NCAC 2H .0114 and
15A NCAC 2H .0907. V. .
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SOC PRIORITY PROJECT: NO
To: Permits and Engineering Unit
Water Quality Section
Attention: Charles Weaver
Date: December 10, 2004
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Gaston 00
NPDES Permit No.: NC00262 •
—
MRO No.: 04-107
PART I-GENERAL INFORMATION
1. Facility and address: Town of Stanley WWTP
109 Lola Street
Town of Stanley,North Carolina 28164
2. Date of investigation: December 9, 2004 ('
3. Report prepared by: B. Dee Browder, Environ. Engr. I 7
'Pourc►+ T'�l '- 3 - 's�
4. Person contacted and telephone number: SteveQPortche (ORC), [phone]
5. Directions to site: From the junction of Hwy 27 and Poplar Street in the Town of
Stanley travel south on Poplar Street approximately 0.1 mile and turn right onto
North Main Street. Travel approximately 0.2 mile and stay straight. At this point
North Main turns into Hovis Street. Travel approximately 0.3 mile and turn left
onto Ralph Hansel Blvd. Travel approximately 0.1 mile and take the right fork
onto Lola Street. The WWTP is at the end of Lola Street.
6. Discharge point(s), List for all discharge points: -
Latitude: 35°21'46"
Longitude: 81° 07' 00"
Attach a USGS Map Extract and indicate treatment plant site and discharge point
on map. N/A
USGS Quad No.: F 14 SE Mount Holly, NC
7. Site size and expansion area consistent with application: Yes.
8. Topography(relationship to flood plain included): Moderately sloping. The site is
not located in a flood plain.

9. Location of nearest dwelling: The nearest dwelling is approximately 300 feet from
the WWTP.
10. Receiving stream or affected surface waters: Mauney Creek
a. Classification: WS-IV
b. River Basin and Subbasin No.: Catawba 03-08-35
c. Describe receiving stream features and pertinent downstream uses: The
receiving steam was not visited at the time of the site visit. The discharge is
piped approximately 0.5 mile from the WWTP to the receiving stream,
which is estimated to be 25 feet wide and 0.5 feet deep.
PART II-DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
L a. Volume of wastewater: 0.50 MGD (Design Capacity)
b. What is the current permitted capacity: 0.50 MGD
c. Actual treatment capacity of current facility(current design capacity):0.50
MGD
d. Date(s) and construction activities allowed by previous ATCs issued in the
previous two years: N/A
e. Description of existing or substantially constructed WWT facilities: The
facility consists of a bar screen,two aeration basins with mechanical
aerators,two secondary clarifiers, an aerobic sludge digester, Tudge
`holding basin, chorination and declorination.
f. Description of proposed WWT facilities: N/A
g. Possible toxic impacts to surface waters:N/A
h. Pretreatment program(POTWs only):Not Needed.
2. Residual handling and utilization/disposal scheme: Materials are removed by and
hauled to the Town's permitted land application site.
a. If residuals are being land applied specify DWQ Permit No.: WQ0002081
Residnals contractor: Synagro Inc.
Telephone No. [phone]
b. Residuals stabilization: PSRP
c. Landfill:N/A
Treatment plant classification: Class H
3. SIC Code(s): 4952 Wastewater Code(s): 02
4. MTU Code(s): 05003

PART III- OTHER PERTINENT INFORMATION
L Is this facility being constructed with construction grant funds or are any public
monies involved (municipals only)? No
2. Special monitoring or limitations(including toxicity)requests: None at this time.
3. Important SOC/JOC or compliance schedule dates: N/A
Submission of plans and specifications
Begin construction
Complete construction
4. Alternative analysis evaluation
a. Spray irrigation:N/A
b. Connect to regional sewer system:N/A
c. Subsurface: N/A
d. Other disposal options: N/A
PART IV-EVALUATION AND RECOMMENDATIONS
The permittee is applying for renewal of the permit to discharge wastewater. It is
recommended that the permit be renewed as requested.
At the time of the site visit there was particulate matter in the chlorine contact basin and
traveling over the outfall weir. The ORC suggested that this was caused by`flooding"of
the plant due to collection system infiltration.
Please note that the facility has groundwater monitoring requirements associated with its
sludge holding lagoon. Groundwater staff in this office recommends reduction in the
frequency of this monitoring. There are occasional spikes in nitrogen associated with the
monitoring results of these wells. MRO could find no reference to these monitoring
requirements in the files associated with the Town of Stanley WWTP. Their new permit
should indicate the necessary groundwater monitoring requirements for these wells.
Also note that the Town of Stanley is planning on installing an interceptor line with the
City of Mount Holly on the lower portion of their collection system. This will allow the
two communities to divert flow between WWTPs as growth occurs in this centralized
area.
(L1iL
Signature f Report Preparer ate
ni'�ffanx M , �'U+` / - ,��c , , Z. f b - 0
1\6 D. Rex Gleason P.E. Date
Surface Water Protection Regional Supervisor

• W A T F9QG Michael F.Easley,Governor
William G.Ross Jr.,Secretary
rK North Carolina Department of Environment and Natural Resources
_ `r 1 r Y ntu irr,
5 t i� �. Alan W.Klimek,:P..E,;Director
v ` r Division of Water Quality
fOtviti tit _
•
\ 1 jr% October 18,2004 O C T Ic 2 r Q:,
Ed Humphries
City Manager
114 S.Main St ��'.
Stanley,NC 28164
Subject: Receipt of permit renewal application
NPDES Permit NC0020036
Town of Stanley
Gaston County
Dear Mr.Humphries:
The NPDES Unit received your permit renewal application on October 18,2004,2004. A member of the NPDES
Unit will review your application. They will contact you if additional information is required to complete your permit renewal.
You should expect to receive a draft permit approximately 30-45 days before your existing permit expires. The requirements
in your existing permit will remain in effect until the permit is renewed(or the Division takes other action).
If you have any additional questions concerning renewal of the subject permit,please contact me at [phone],
extension 520.
Sincerely,
Carolyn Bryant
Point Source Branch
cc: CENTRAL FILES
IIIIMMERMINVINIPMMENTIXIMMMO
NPDES Unit
•
N Carolina
bvatura!!y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh,NC 27699-1617 Phone[phone] Customer Service
Internet: h2o.enr.state.nc.us 512 N.Salisbury St. Raleigh,NC 27604 FAX [phone] 1-877-623-6748

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
FORM
2A NPDES FORM 2A APPLICATION OVERVIEW
NPDES
APPLICATION OVERVIEW
Form 2A has been developed in a modular format and consists of a"Basic Application Information"packet
and a"Supplemental Application Information"packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through Al. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through Al2.
B. Additional Application Information for Applicants with a Design Flow 2 0.1 mgd. All treatme '1h harrerdwigejlemia' 711,
greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6. . ....
—
C. Certification. All applicants must complete Part C(Certification). l5 ( { \7 LI)
SUPPLEMENTAL APPUCATION INFORMATION: OCT 8 2004
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface ers . the United States and m=
one or more of the following criteria must complete Part D(Expanded Effluent Testing D ):
.
1. Has a design flow rate greater than or equal to lmgd, CENR - W ill QUALITYPOINT SOURCE BRANCH
2. Is required to have a pretreatment program(or has one in place),or
•
3. Is otherwise required by the permitting authority to provide the information. `.-...__.,„
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E(Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program(or has one in place),or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users(Sills)or receives RCRA or CERCLA wastes must complete Part F(Industrial User Discharges
and RCRNCERCLA Wastes). SlUs are defined as:
1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations(CFR)403.6 and
40 CFR Chapter I, Subchapter N(see instructions);and
2. Any other industrial user that
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works(with certain
exclusions);or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant or
c. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G(Combined Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
BASIC APPLICATION INFORMATION
PART A.BASIC APPUCATION INFORMATION FOR ALL APPLICANTS:
AU treatment works must complete questions A.1 through AS of this Basic Application Information Packet.
A 1. Facility Information.
Facility Name Town of Stanley
Mailing Address 114 South Main Street
Stanley.North Carolina 24)164
Contact Person Mr.Ed Humphries
Title Town Nbanaaer
Telephone Number (7041263-4779
Facility Address 109 Lola Street
(not P.O.Box) Stanley.North Caroline
A.2. Applicant Information. If the applicant is different from the above,provide the following:
Applicant Name 00000
Mailing Address 00000
00000
Contact Person 00000
The D0000
Telephone Number (O000Q)00000
Is the applicant the owner or operator(or both)of the treatment works?
XX❑ owner 0 operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
0 facility MO appricant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works
(include state4ssued permits).
NPDES Nc0020036 PSD 00000
UIC oogoo Other W00002061
RCRA 00000 Other 00000
A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each
entity and,if known,provide information on the type of collection system(combined vs.separate)and its ownership(muni
cipal,private,etc.).
Name Population Served Type of Collection System Ownership
Town of Stanley 3.040 Gravity Town of Stanley
00000 00000 00000 00000
00000 00000 00000 00000
Total population served 00000

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes XX❑ No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from(and eventually flows
through)Indian Country?
❑ Yes XX❑ No
A.B. Flow. Indicate the design flow rate of the treatment plant(.e.,the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period
with the 121"month of'this year^occurring no more than three months prior to this application submittal.
a. Design flow rate 0.500 mgd
Two Years Aao Last Year This Year
b. Annual average daily flow rate ❑❑0❑0 0.240 00000
c. Maximum daily flow rate 00000 0.397 00000
A.7. Collection System. Indicate the type(s)of collection system(s)used by the treatment plant. Check all that apply. Also estimate the percent
contribution(by miles)of each.
XX❑ Separate sanitary sewer 100
0 Combined storm and sanitary sewer op o o n
A.8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? XX❑ Yes ❑ No
If yes,list how many of each of the following types of discharge points the treatment works uses:
i. Discharges of treated effluent 1
ii. Discharges of untreated or partially treated effluent 0
iii. Combined sewer overflow points 0
lv. Constructed emergency overflows(prior to the headworks) 0,
V. Other 0 Q.
•
b. Does the treatment works discharge effluent to basins,ponds,or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? ❑ Yes XX❑ No
If yes,provide the following for each surface impoundment:
Location: Pia
Annual average daily volume discharge to surface impoundment(s) rya rnild
Is discharge ❑ continuous or 0 intermittent?
c. Does the treatment works land-apply treated wastewater? 0 Yes XX❑ No
If yes,provide the following for each land application site:
Location: n!a
Number of acres: nta
Annual average daily volume applied to site: n!a mgd
Is land application 0 continuous or 0 intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? 0 Yes XX❑ No

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
If yes,describe the mean(s)by which the wastewater from the treatment works Is discharged or transported to the other treatment works
(e.g.,tank truck,pipe).
N/a
If transport is by a party other than the applicant,provide:
Transporter Name n/a
Mailing Address n/a
Na
Contact Person P/a
Title n/a
Telephone Number In/a)00000
for each treatment works that receives this discharge,provide the followkrg:
Name n/a
Mailing Address n/a
n(g
Contact Person n/a
Title n/a
Telephone Number (n/a)00000
If known,provide the NPDES permit number of the treatment works that receives this discharge n/a
Provide the average daily flow rate from the treatment works into the receiving facility. SI/a mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.8.through A.8.d above(e.g.,underground percolation,well Injection): ❑ Yes XX❑ No
If yes,provide the following for each disposal method:
Description of method(including location and size of sites)if applicable):
N/a
Annual daily volume disposed by this method: lr/a
Is disposal through this method ❑ continuous or 0 intermittent?

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawba
WASTEWATER DISCHARGES:
If you answered"Yes"to question A.84,complete questions Al through A.12 once for each outfall(including bypass points)through
which effluent is discharged. Do not include information on combined sewer overflows in this section. If you answered"No"to question
A.8.a.go to part S."Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfan number 0001
b. Location Town of Stanley 28164
(City alum,if applicable) (Zip Code)
Gaston NC
(County) (State)
35.21'46 atom)
(Latitude) (Longitude)
c. Distance from shore(if applicable) 2 feet ft.
d. Depth below surface(if applicable) n/a ft.
e. Average daily flow rate .240 mgd
f. Does this outfall have either an intermittent or a periodic discharge? El Yes XXD No (go to A.9.g.)
If yes,provide the following information:
Number f times per year discharge occurs: 0 0 0 0❑
Average duration of each discharge: 0 0 0 0 0
Average flow per discharge: 00000 mgd
Months in which discharge occurs: 0 0000
g. Is outfall equipped with a diffuser? 0 Yes XXO No
A.10. Description of Receiving Waters.
a. Name of receiving water Maunev Creek
b. Name of watershed(if known) Catawaba
United States Soil Conservation Service 14-digit watershed code(if known): pia
c. Name of State Management/River Basin(if known):Catawaba
United States Geological Survey 8-digit hydrologic cataloging unit code(if known): nla
d. Critical low flow of receiving stream(if applicable)
acute n/a efs chronic Na efs
e. Total hardness of receiving stream at critical low flow(if applicable): n/a mg/I of CaCO3

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
❑ Primary XX❑ Secondary
❑ Advanced 0 Other. Describe: n/a
b. Indicate the following removal rates(as applicable):
Design BOOS removal g Design CBOD5 removal >85% %
Design SS removal >55% %
Design P removal n/a %
Design N removal n/a %
Other Pia n/a %
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season,please describe:
Chlorine
If disinfection is by chlorination is dechlorination used for this outfall? XX❑ Yes ❑ No
Does the treatment plant have post aeration? 0 Yes XX❑ No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority Jor each outfall throuah which effluent is
discharaed. Do not include information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition,this data must comply with QA/QC requirements of
40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum,effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
OutfaII number: 0001
PARAMETER MAXIMUM DAILY VALUE AVERAGE DAILY VALUE
Value Units Value Units Number of Samples
pH(Minimum)2003 6.0 s.u. ��r�/j��j�������,,
i
•
•
H Maximum 12/2003 �i///7,2 , ,,,�`"
Flow Rate 5/2003 1.774 mgd .240 Incid360
Temperature(Winter) 18.0 C 12.4 C 6/5
Temperature(Summer) 25 C 21.57 C _ 6/5
•For pH please report a minimum and a maximum daily value
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE ANALYTICAL ML/MDL
POLLUTANT
Cont. Units Conc. Units Number of METHOD
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
DODS
BIOCHEMICAL OXYGEN 2003 9.4 Mg/I 4.94 Mg/I 52 SM5210B 2.6
DEMAND(Report one) cosBD ❑❑❑❑ DODD ❑❑❑❑
❑ 00000 ❑ ❑ 00000 00000 ❑❑❑❑❑
FECAL COLIFORM <2.0 COI/`00m <2.0 CoU100 52 SM9222D 2 COI/100m1
TOTAL SUSPENDED SOLIDS(TSS) 12 Mg/I 7.41 MgA 52 SM2540D 3.0mg/I

END OF PART A.
REFER TO THE APPLICATION OVERVIEW(PAGE 1)TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE

Town of Stanley, North Carolina SLUDGE
Wastewater Treatment Plant STORAGE, .5 MG
INFLUENT 0
BARSCRFFN
f �
SLUpGE a
STO�iAGF OFFICE
2.0 MG's o
GEN-SET
AERATION BASIN
1 .0 MG .
DE-CHLOR
CHLORINE
CONTACT BASIN 1 TO
STREAM

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.. .ems /`. 1 ;/t n 7 L 'r% _ ):, .1 r':i •-
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r
'i) '/"A r' ;- ., "°'' Treatment System Location .j'
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iul r•y„ r
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•
Discharge Location •
y �, <;'` �' M %�' °,
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t ` ` °\V ` \ . 1a ��..
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:---;....''., .t-,--,;., ve., ''''-',.....-•:.: . --"!. --..-"-,_'--.../T -•. N.,_]..."-:-.--.-_,-..4:-..-(.._ -,, -,, .. . -, . ,. - - . - 71 2* : - -... '. .• -1-.. .- ,'-'.'', '----) ,..',, ''''-''..'.• .
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.:, . •,.„• • ,. ..,,,,•,,,,,... ,. ...,.., ..„._..„___,____., ...„ ,_,.., ,? ,....,,._,... _• ,,,.. --,,,-.--."•.; _._. _./ ••, . (..._.-... -. ' .- •: __ . ,' - ; •. -,
.. bo3� ,1� Y / -,.i'As' Kr II. 1 •' • ,« r - rr
Facility Information Facility
F: s
Latitude: 35°21'ab" Sub-Basin: 03 -08-35 Location `y •,
Longitude: 81°07'00" ;.
Quad N: F 14 SE(Mount Holly) •-,€P-
Stream Class: WS-IV
Receiving Stream: Mauney Creek Town of Stanley
NC0020036
Permitted Flow: 0.5 MGD and 1.0 MGD O /^ Y/- Gaston County

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPUCATION INFORMATION FOR APPUCANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD(100,000 gallons per day).
All applicants with a design flow rate z 0.1 mgd must answer questions B.1 through 9.6. All others go to Part C(Certification).
B.1. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
2000000✓365=5.479 gpd Wet weather.
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Smoke tested system. installed some slip liners.
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This
map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire
area.)
a. The area surrounding the treatment plant,Including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping,if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Welts,springs,other surface water bodies,and drinking water wells that are: 1)within%mile of the property boundaries of the treatment
works,and 2)listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored,treated,or disposed.
f. if the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act(RCRA)by truck,rail,
or special pipe,show on the map where the hazardous waste enters the treatment works and whets it is treated,stored,and/or disposed.
B.S. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant,including all bypass piping and all
backup power sources or redunancy in the system. Also provide a water balance showing all treatment units,including disinfection(e.g.,
chlorination and dechtorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
B.4. Operation/Maintenance Performed by Contractor's).
Are any operational or maintenance aspects(related to wastewater treatment and effluent quality)of the treatment works the responsibility of a
contractor? ❑ Yes XX❑ No
If yes,list the name,address,telephone number,and status of each contractor and describe the contractor's responsibilities(attach additional
pages If necessary).
Name: n/a
Mailing Address: Na
n/a
Telephone Number: m/a1
Responsibilities of Contractor: NB
B.S. Scheduled improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment,effluent quality,or design capacity of the treatment works. If the
treatment works has several different implementation schedules or is planning several improvements,submit separate responses to question B.5
for each. (If none,go to question B.6.)
a. Ust the outfall number(assigned in question A.9)for each outran that is covered by this implementation schedule.
N/a
b. Indicate whether the planned improvements or implementation schedule are required by local,State,or Federal agencies.
0 Yes XX❑ No

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
c. If the answer to B.5.b is'Yes,'briefly describe,Including new maximum daily inflow rate(if applicable).
Pile
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below,as
applicable. For improvements planned independently of local,State,or Federal agencies,indicate planned or actual completion dates,as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MMA/DD/YYYY MMJDDIYYYY
-Begin Construction ❑❑❑❑❑ionoo /JJ❑❑❑❑ DODDD/00000I00000
-End Construction 0000❑I❑0000/00000 ❑❑❑❑❑(❑❑❑DOI❑❑❑❑❑
-Begin Discharge 00000/00000/00000 ❑❑❑❑❑rooponion000
-AttainOperationalLevel ❑❑❑❑❑ionopo/p0000 ❑ODDDi00000J000013
e. Have appropriate permits/clearances concerning other FederallState requirements been obtained? 0 Yes 0 No
Describe briefly: 00000
❑p❑❑❑
B.6. EFFLUENT TESTING DATA(GREATER THAN 0.1 MOD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharaeq. Do not include information
on combine sewer overflows in this section, All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition,this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate
QAJQC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on-half years old.
Outfall Number: 0001
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE ANALYTICAL
POLLUTANT METHOD MLIMDL
Conc. Units Conc. Units Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA(as N) 1.4 MIS .46 MIA 62 SM4600 00000
CHLORINE(TOTAL <0.1
RESIDUAL,TRC) M, 1 MgA 104 S814600-Cf 0.1 mgA
DISSOLVED OXYGEN T.4 MgO 6.86 MgO 62 YSI.61B ❑❑❑❑❑
TOTAL IWELDAHL 1.6 MgO 1.9 Mg/I 4 EPA361.2 00000
NITROGEN(TKN)
NITRATE PLUS NITRITE 8.9 MgO 5.3 MgA 4 EPA300.0 00000
NITROGEN
OIL and GREASE <5.0 MgO <6.0 MgO 62 EPA1664 6.0 mg/
PHOSPHORUS(Total) 2.8 Mgf 1.79 MIA 4 SM4600PE 0.60 mgA
TOTAL DISSOLVED SOLIDS 00000 ❑❑❑❑❑ 00000 00000 00000 ❑❑❑❑❑ ❑❑❑❑❑
(TDS)
OTHER ❑❑❑❑❑ 00000 00000 00000 00000 ❑❑❑❑❑ 00000 00000
END OF PART B.
REFER TO THE APPLICATION OVERVIEW(PAGE 1)TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
BASIC APPLICATION INFORMATION
PART C. CERTIFICATION
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A,as explained in the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement,applicants confirm that they have reviewed
Form 2A and have completed an sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
XXI Basic Application Information packet Supplemental Application Information packet
El Part D(Expanded Effluent Testing Date)
0 Part E(Toxicity Testing: Biomonitoring_Data).
O Part F(Industrial User Discharges and RCRAlCERCLA Wastes)
Part G(Combined Sewer Systems)
ALL.APPLICANTS MUST COMPLETE 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 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 fine and imprisonment
for knowing violations.
Name and official title Mr. 'es. ttt Manager
•
Signature
Telephone number Q04)2634T79
Date signed ie/ii/o i
Upon request of the permitting authority,you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
SUPPLEMENTAL APPLICATION INFORMATION
PART D. EXPANDED EFFLUENT TESTING DATA
Refer to the directions on the cover page to determine whether this section applies to the treatment works.
Effluent Testing: 1.0 mgd and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0 mgd or it has(or is required
to have)a pretreatment program,or is otherwise required by the permitting authority to provide the data,then provide effluent testing data for the following
pollutants. Provide the indicated effluent testing information and any other information required by the permitting authority for each outfsll through which
effluent is rfischarcec4. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected
through analyses conducted using 40 CFR Part 136 methods. In addition,these data must comply with QA/QC requirements of 40 CFR Part 136 and
other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 138. Indicate in the blank rows provided below
any data you may have on pollutants not specifically fisted in this form. At a minimum,effluent testing data must be based on at least three pollutant
scans and must be no more than four and one-half years old.
Outfall number: 0001 (Complete once for each outran discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL
STMP 10118/02 Conc. USA Mass Units Conc. Units Mass Units of METHOD whim.
Samples
METALS gout.RECOVERABLE),CYANIDE,PHENOLS,AND HARDNESS.
❑❑ 0000 000 0000 0000 0000 ❑❑❑❑
ANTIMONY 00000 00 0 00 0 0 0 0 00000 00000 00000
0
ARSENIC <0.01 Mg/I 0.011 Lbs. ❑❑❑❑ 0000 0000 0000 4 EPA200.7 0.01
0 ❑ ❑ ❑
00 0000 000 ❑0❑❑ 0000 0000 0000
BERYLLIUM 00000 ❑❑ 0 00 0 0 0 0 ❑Q❑❑❑ 00000 00000
0
CADMIUM <0.005 0000 0000 000❑ 0000
CAD Mg/I .0059 Lbs. 0 0 0 0 4 EPA200.7 0.005
0000 0000 0000 0000
CHROMIUM <0.005 Myl .0059 Lbs. 0 0 0 0 4 EPA200.7 0.005
COPPER 0.014 Mg/I 0.023 Lbs. 0.012 Mg/I ❑00❑ 0❑0❑ 4 EPA200.7 0.01
0000 0000 0000 0000
LEAD <0.005 Mg/I 0.0059 I.
❑ 0 ❑ ❑ 4 EPA200.7 0.005
MERCURY <0.0002 Mg/I 0.0023 Lbs. 0000 0000 00001 0000 4 EPA200.7 0.0002
0 ❑ ❑ ❑
0000 0000 0000 0000
NICKEL <0.01 Mg/I 0.0117 Lbs. 4 EPA200.7 0.01
0 n ❑ ❑
0000 0000 0000 0000
SELENIUM <0.01 Mg/I 0.0017 Lbs. 0 ❑ ❑ ❑ 4 EPA200.7 0.01
0000 0000 0000 0000
SILVER <0.005 Mg/I 0.0059 Lbs. 0 0 ❑ 0 4 EPA200.7 0.005
❑❑ 0000 000 0000 0000 0000 0000
THALLIUM 00000 n❑ ❑ ❑❑ 0 CI 0 0 00000 00000 00000
0
❑❑❑0 0000
ZINC 0.33 Mg/l 0.4994 Lbs. 0.19 Mgll 0 0 4 EPA200.7 0.05
CYANIDE 0.003 man 0.0037 Lbs. 0.002 Mg/I 000❑ ❑❑Q00 4 EPA200.7 0.002
TOTAL PHENOLIC 00 0000 000 ❑❑0❑ 0000 ❑❑❑❑ 0000
COMPOUNDS 00000 00 0 OD ❑ 0 0 0 00000 00000 00000
0
HARDNESS(as CaCO3) 000 00 00 0000 000 0000 0000 0000 0000 00000 00000 00000
00 0 00 0 0 0 0

0
Use this space(or a separate sheet)to provide information on other metals requested by the permit writer
00 ❑❑❑❑ 000 ❑❑❑❑ DODO 0000 ❑❑❑❑
00000 00000 00 0 ❑a 0 0 0 0 ❑❑❑❑❑ 00000 00000
0
❑❑ ❑❑❑❑ 000 0000 ❑❑❑❑ 0000 0000
❑❑❑a❑ 00000 00 0 00 0 0 ❑ 0 ❑❑❑❑❑ 00000 00000

•
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
OutfaN number 0001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
NumberANALYTICAL
POLLUTANT Conc. Units Mass Units Conc. Units Mass Units of METHOD MLAIADL
Ales
VOLATILE ORGANIC COMPOUNDS
ACROLEIN
ACRYLONRRILE
BENZENE
BRCMOF'ORM
CARBON
TETRACHLORIDE
CHLOROBENZENE
CHLORODIBROMO-
METHANE
CHLOROETWANE
2-CHLOROETHYLVINYL
ETHER
CHLOROFORM
DICHLOROBROMO-
MEtHANE
1,1-DICHLOROET AIDE
1,2-DICHLOROET ANE
TRANS-I,2-DICHLORO-
ETH'YLENE
1,1-DICHLORO-
ETHYLEPIE
1,2-DICHLOROPROPANE
1,3-DICHLORO-
PROPYLENE
ETHYLBENZENE
METHYL BROMIDE
METHYL CHLORIDE
METHYLENE CHLORIDE
1,1,2,2-TETRA-
CHLOROET AIDE
TETRACHLORO-
ETHYLENE
TOLUENE

•
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
Outfat number. (Complete once for each oultall discharging affluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL MLIMDL
Conc. Units Mass Units Conc. Units Mass Unita of METHOD
Samples
1,1,1-
TRICHLOROETHANE
1,1,2-
TRICHLOROETHANE
TRICHLOROETHYLENE
VINYL CHLORIDE
Use this space(or a separate sheet)to provide information on other volgtle organic compounds requested by the permit writer
00000
ACID-EXTRACTABLE COMPOUNDS
P-CHLORG4A-CRESOL
2
2,4-DICHLOROPHENOL
2,4-DIMETHYLPHENOL
4,6-DINITRO.O-CRESOL
2,4-DINITRDPHENOL
2-NITROPHENOL
4-MTROPHENOL
PENTACHLOROPHENOL
PHENOL
2,4,6-
TRICHLOROPFIENOL
Use this space(or a separate sheet)to provide Information on other acid-extractsble compounds requested by the permit writer
❑000❑
BASE-NEUTRAL COMPOUNDS
ACENAPHTHENE
ACENAPHTHYLENE
ANTHRACENE
BENZIDINE
BENZO(A)ANTHRACENE
BENZO(P)PYRENE

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
Outfall number (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL MLIMDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
3,4 BENZO-
FLUORANTHENE
BENZO(GI-11)PERYLENE
BENZQO FLUORANTHENE
BIS(2-CHLOROETHOXY)
METHANE
BIS(2-CHLOROETHYL)-
ETHER
BIS(2-CHLOROISO-
PROPYL)ETHER
BIS(2-ETHYLHEXYL)
PHTHALATE
4-BROMOPHENYL
PHENYL ETHER
BUTYL BENZYL
PHTHALATE
2-CHLORO-
NAPHTHALENE
4-CHLORPHENYL
PHENYL ETHER
CHRYSENE
DI-N-BUTYL PHTHALATE
Di-N-OCM PHTHALATE
DIBENZO(A,H)
ANTHRACENE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
1,4-DICHLOROBENZENE
3,3-DICHLORO-
BENZIDINE
DIETHYL.PHTHALATE
DIMETHYL PHTHALATE
2,4-DINITROTOLUENE
2,6-DIINTROTOLUENE
1,2-DIPHENYL-
HYDRAZINE

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
Outfall number: (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL MLIMDL
Conc. Units Mass Units Conc, Units Mass Units of METHOD
Samples
FLUORANTHENE
FLUORENE
HEXACHLOROSENZENE
HEXACHLORO-
BUTADINE
HEXACHLOROCYCLO-
PENTADIENE
HEXACHLOROETHANE
•
INDENO(1,2,3-CD)
PYRENE
ISOPHORONE
NAPHTHALENE
NITROBENZENE
N-NITROSOOI-N-
PROPYLAMINE
N-NITROSODI-
METHYLAMINE
N-NITROSOD1-
PHENYLAMINE
AWE
PYRENE
1,2,4-
TRICHLOROBEt•QENE
Use this space(or a separate sheet)to provide information on other base-neutral compounds requested by the permit wrier
❑0000
Use this space(or a separate sheet)to provide Information on other pollutants(e.g.,pesticides)requested by the permit writer
❑000❑
END OF PART D.
REFER TO THE APPLICATION OVERVIEW(PAGE 1)TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
SUPPLEMENTAL APPLICATION INFORMATION
PART E. TOXICITY TESTING DATA
POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the
facility's discharge points: 1)POTWs with a design flow rate greater than or equal to 1.0 mgd;2)POTWs with a pretreatment program(or those that are
required to have one under 40 CFR Part 403);or 3)POTWs required by the permitting authority to submit data for these parameters.
• Ate minimum,these results must include quarterly testing for a 12-month period within the past 1 year using multiple species(minimum of two
species),or the results from four tests performed at least annually in the four and one-half years prior to the application,provided the results
show no appreciable toxicity,and testing for acute and/or chronic toxicity,depending on the range of receiving water dilution. Do not include
information on combined sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition,this data must comply with QNQC requirements of 40 CFR Part 136 and other appropriate QNQC
requirements for standard methods for analytes not addressed by 40 CFR Part 136.
• In addition,submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test
conducted during the past four and one-half years revealed toxicity,provide any information on the cause of the toxicity or any results of a
toxicity reduction evaluation,if one was conducted.
• If you have already submitted any of the information requested in Part E,you need not submit it again. Rather,provide the information
requested in question E.4 for previously submitted information. If EPA methods were not used,report the reasons for using alternate methods.
If test summaries are available that contain all of the information requested below,they may be submitted in place of Part E.
If no biomonitoring data is required,do not complete Part E. Refer to the Application Overview for directions on which other sections of the form to
complete.
E.1. Required Tests.
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years.
XX0 chronic in acute
E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test yonducted in the last four and one-half veers. Allow one
column per test(where each species constitutes a test). Copy this page if more than three tests are being reported.
Test number: 21804 Test number: 31104 Test number. 41504
a. Test information.
Test Species&test method number Ceriodaphnia Ceriodaphania Ceriodaphanla
Age at initiation of test 00000 00000 00000
Outfal number 0001 0001 0001
Dates sample collected 2/18/04 3/12/04 4115/04
Date test started 2/20/04 3/12/04 4/15/04
Duration 7 days 7 days 7 days
b. Give toxicity test methods followed.
Manual title 00000 00000 ❑DOOR
Edition number and year of publication 00000 00000 ❑❑❑❑❑
Page number(s) 00000 00000 00000
c. Give the sample collection method(s)used. For multiple grab samples,indicate the number of grab samples used.
24-Hour composite 24 hr.comp. 24 hr.comp 24 hr.comp.
Grab 00000 00000 OODDD
d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each.
Before disinfection 00000 ❑❑❑❑❑ ❑0000
After disinfection 00000 00000 00000
After dechlorination yes yes yes

fACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
Test number: 21804 Test number: 31104 Test number:
e. Describe the point In the treatment process at which the sample was collected.
Sample was collected: 2/18/04 3/11/04 4/14/04
f. For each test,include whether the teat was intended to assess chronic toxicity,acute toxicity,or both
Chronic toxicity yes yes yes
Acute toxicity
g. Provide the type of test performed.
Static
Static-renewal yes yes yes
Flow-through
h. Source of dilution water. If laboratory water,specify type;it receiving water,specify source.
Laboratory water yes yes yes
Receiving water
i. Type of dilution water. If salt water,specify"naturar or type of artificial sea salts or brine used.
Fresh water yes yes yes
Salt water
j. Give the percentage effluent used for all concentrations in the test series.
25,50,85.4,90,100% 25.50,65.4,90.100% 654%
k Parameters measured during the test. (State whether parameter meets test method specifications)
pH Yes yes yes
sarnity Yes yes yes
Temperature Yea yes yes
AFrrnOnia
Dissolved oxygen Yes yes yes
I. Test Results.
Acute:
Percent survival in 100%
effluent
LCso
95%C.I.
Control percent survival
Other(describe)

FACILITY NAME AND PERMIT NUMBER: ' PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
Chronic:
NOEC 100% 100%
IEls
Control percent survival 100% 100% 100%
•
Other(describe)
m. Quality ControUQualrty Assurance.
Is reference toxicant data available? ? ? ?
Was reference toxicant test within ? ? ?
acceptable bounds?
What date was reference toxicant test / / , f /
run(MM/DDIYYYY)?
Other(describe)
E.S. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation?
0 Yes XXI] No If yes,describe:
E.4. Summary of Submitted Biomonitorina Test Information. If you have subritted biomonitoring test information,or information regarding the
cause of toxicity,within the past four and one-half years,provide the dates the information was submitted to the permitting authority and a summary
of the results.
Date submitted: 02/ /2001 (M MIDDIYYYY)
Summary of results: (see instructions)
No adverse ipnuact. Macroinvgrtebrate Stream Assessment of Maunev Creek. FTT, Environmental. Inc.
END OF PART E.
REFER TO THE APPUCATION OVERVIEW(PAGE 1)TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
SUPPLEMENTAL APPUCATION INFORMATION

PART E. TOXICITY TESTING DATA
•
POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the
facility's discharge points: 1)POIWs with a design flow rate greater than or equal to 1.0 mgd;2)POTWs with a pretreatment program(or those that are
required to have one under 40 CFR Part 403);or 3)POTWs required by the permitting authority to submit data for these parameters.
• At a minimum,these results must include quarterly testing for a 12-month period within the past 1 year using multiple species(minimum of two
species),or the results from four tests performed at least annually in the four and one-half years prior to the application,provided the results
show no appreciable toxicity,and testing for acute and/or chronic toxicity,depending on the range of receiving water dilution. Do not include
information on combined sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition,this data must comply with CIA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC
requirements for standard methods for analytes not addressed by 40 CFR Part 136.
• in addition,submit the results of any other whole effluent toxicity tests from the past four and one-half years. if a whole effluent toxicity test
conducted dying the past four and one-half years revealed toxicity,provide any information on the cause of the toxicity or any results of a
toxicity reduction evaluation,if one was conducted.
• If you have already submitted any of the information requested in Part E,you need not submit it again. Rather,provide the information
requested in question E.4 for previously submitted information. If EPA methods were not used,report the reasons for using alternate methods.
If test summaries are available that contain an of the information requested below,they may be submitted in place of Part E.
lf no blomonitoring data is required,do not complete Part E. Refer to the Application Overview for directions on which other sections of the form to
complete.
E.1. Required Tests.
Indicate the number of whole effluent toxicity tests conducted In the past four and one-half years.
❑chronic 0 acute
E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half years. Allow one
column per test(where each species constitutes a test). Copy this page if more than three tests are being reported.
Test number: 71404 Test number: Q❑E❑❑ Test number: 00000
a. Test information.
Test Species&test method number Ceriodaphania ❑❑❑❑❑ 00000
Age at initiation of test ❑❑❑❑❑ ❑❑❑❑❑ ❑❑❑❑❑
Outfan number 0001 00000 ❑❑❑❑❑
Dates sample collected 7/14/04 00000 00000
Date test started 7/16/04 0000❑ 00000
Duration 7 days 00000 00000
b. Give toxicity test methods followed.
Manual title 00000 00000 00000
Edition number and year of publication ❑❑❑❑❑ 00000 00000
Page number(s) 00000 ❑❑❑❑❑ 0❑000
c. Give the sample collection method(s)used. For multiple grab samples,indicate the number of grab samples used.
24-Hour composite yes 00000 00000
Grab 00000 00000 00000
d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each.
Before disinfection 00000 00000 00000
After disinfection 00000 ❑❑❑❑❑ 00000
After dechlorination yes 00000 00000

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
Test number: 71404 Test number: Test number.
e. Describe the point in the treatment process at which the sample was collected.
Sample was collected: 7/14/04
f. For each test,include whether the test was intended to assess chronic toxicity,acute toxicity,or both
Chronic toxicity yes
Acute toxicity
g. Provide the type of test performed.
Static
Static-renewal yeti
Flow-through
h. Source of dilution water. If laboratory water,specify type;if receiving water,specify source.
Laboratory water yes
Receiving water
i. Type of dilution water. If salt water.specify"natural*or type of artificial sea salts or brine used.
Fresh water yes
Safi wader
j. Give the percentage effluent used for all concentrations in the test series.
65.4%
k. Parameters measured during the test. (State whether parameter meets test method specifications)
pH yes
Salinity yes
Temperature yes
Ammonia
Dissolved oxygen yes
I. Test Results.
Acute:
Percent survival in 100%
effluent
LC50
95%C.I.
Control percent survival
Other(describe)

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Sanley, NC0020036 Renewal Catawaba
Chronic:
NOEC
IC2s
Control percent survival
Other(describe)
m. Quality Control/Quality Assurance.
Is reference toxicant data available?
Was reference toxicant test within
acceptable bounds?
What date was reference toxicant test
run(M[WDD/YYYY)?
Other(describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved In a Toxicity Reduction Evaluation?
0 Yes XX❑ No If yes,describe:
E.4. Summary of Submitted Biomonitoring Test Information. If you have submitted biomonitoring test information.or Information regarding the
cause of toxicity,within the past four and one-half years,provide the dates the information was submitted to the permitting authority and a summary
of the results.
Date submitted: 2/ /2001 (MM/DD/YYYY)
Summary of results: (see instructions)
Please see above
END OF PART E.
REFER TO THE APPUCATION OVERVIEW(PAGE 1)TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
AR treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA,or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have,or is subject ot,an approved pretreatment program?
MOD Yes ❑ No
F.2. Number of Significant Industrial Users(Sills)and Categorical Industrial Users(ClUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
a. Number of non-categorical SIUs. 1
b. Number of CIUs. 0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works,copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.S. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Outdoor Life Styles
Mailing Address: 201 South Buck Oak Street
Stanley,North Carolina 28164
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Metal Finishing
F.5. Principal Product(s)and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Cast Aluminum Lawn Furniture
Raw material(s): Aluminum
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day(gpd)and whether the discharge is continuous or intermittent.
❑❑Q❑❑ gpd ((ID❑❑❑ continuous or 3000 gals. intermittent)2 to 3 times per year.
b. Non-process wastewater flow rate. Indicate the average daily volume of non-process wastewater flow discharged Into the collection system
in gallons per day(gpd)and whether the discharge is continuous or intermittent.
500 gpd (❑❑❑❑❑ continuous or ❑❑❑O❑ intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits XX❑ Yes ❑ No
b. Categorical pretreatment standards XX❑ Yes ❑ No
If subject to categorical pretreatment standards,which category and subcategory?
Metal Finishing

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Stanley, NC0020036 Renewal Catawaba
F.B. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems(e.g.,
upsets,interference)at the treatment works in the past three years?
❑ Yes XX❑ No If yes,describe each episode.
00000
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL,OR DEDICATED PIPELINE: 111111111111111111111
F.9. RCRA Waste, Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck,rail or dedicated pipe?
❑ Yes ❑ No(go to F.12)
F.10. Waste transport. Method by which RCRA waste is received(check all that apply):
❑ Truck 0 Rail 0 Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount(volume or mass,specify units).
EPA Hazardous Waste Number Amount Units
00000 00000 00000
00000 00000 00000
p0000 D0000 00000
CERCLA(SUPERFUND)WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION , s, z
WASTEWATER,AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently(or has it been notified that it will)receive waste from remedial activities?
❑ Yes(complete F.13 through F.15.) 0 No
F.13. Waste Origin. Describe the site end type of facility at which the CERCLA/RCRA/or other remedial waste originates(or Is excepted to orignlate in
the next five years).
00000
F.14. Pollutants. List the hazardous constituents that are received(or are expected to be received). Include data on volume and concentration,if
known. (Attach additional sheets if necessary.)
00Eljd0
F.15. Waste Treatment.
a. Is this waste treated(or will be treated)prior to entering the treatment works?
❑ Yes ❑ No
If yes,describe the treatment(provide information about the removal efficiency):
00000
b. Is the discharge(or will the discharge be)continuous or intermittent?
❑ Continuous 0 Intermittent if intermittent,describe discharge schedule.
00000
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
SUPPLEMENTAL APPLICATION INFORMATION
PART G. COMBINED SEWER SYSTEMS
If the treatment works has a combined sewer system,complete Part G.
G.1. System Map. Provide a map indicating the following: (may be included with Basic Application Information)
a. All CSO discharge points.
b. Sensitive use areas potentiaHy affected by CSOs(e.g.,beaches,drinking water supplies,shellfish beds,sensitive aquatic ecosystems,and
outstanding natural resource waters).
c. Waters that support threatened and endangered species potentially affected by CSOs.
G.2. System Diagram. Provide a diagram,either in the map provided in G.1 or on a separate drawing,of the combined sewer collection system that
includes the following information.
a. Location of major sewer trunk lines,both combined and separate sanitary.
b. Locations of points where separate sanitary sewers feed into the combined sewer system.
c. Locations of in-line and off-line storage structures.
d. Locations of flow-regulating devices.
e. Locations of pump stations.
CSO OUTFALLS:
Complete questions G.3 through G.6 once for each CSO discharge point.
G.3. Description of Outfall.
a. Outfall number 000170
b. Location O0000 . 00000
(City or town,If applicable) (Lip Code)
❑Gong 000G0
(County) (State)
00000 OGOGO
(Latitude) (Longitude)
c. Distance from shore(f applicable) 00000 ft.
d. Depth below surface(if applicable) 00004 ft.
e. Which of the following were monitored during the last year for this CSO?
❑ Rainfall ❑ CSO pollutant concentrations ❑ CSO frequency
❑ CSO flow volume 0 Receiving water quality
f. How many storm events were monitored during the last year? Op00LI
G.4. CSO Events.
a. Give the number of CSO events in the last year.
00000 events (❑actual or 0 approx.)
b. Give the average duration per CSO event.
00G GG hours (0 actual or 0 approx.)

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
c. Give the average volume per CSO event.
million gallons(0 actual or 0 approx.)
d. Give the minimum rainfall that caused a CSO event in the last year
Inches of rainfall
G.5. Description of Receiving Waters.
a. Name of receiving water.
b. Name of watershed/river/stream system:
United State Soil Conservation Service 14-digit watershed code(if known):
c. Name of State Management/River Basin:
United States Geological Survey 8-digit hydrologic cataloging unit code(if known):
0.6. CSO Operations.
Describe any known water quality impacts on the receiving water caused by this CSO(e.g.,permanent or Intermittent beach closings,permanent or
intermittent shell fish bed closings,fish Idlls,fish advisories,other recreational loss,or violation of any applicable State water quality standard).
END OF PART G.
REFER TO THE APPLICATION OVERVIEW(PAGE 1)TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.

State of North Carolina 446171We
Department of Environment
and Natural Resources •
Division of Water Quality
Michael F. Easley Governor
William G. Ross, Jr., Secretary NCDENR
Kerr T. Stevens, Director
February 21,2001
Mr. Gary Parker,Town Manager
114 S. Main Street
Stanley,North Carolina 28164
Subject: NPDES Draft Permit
Permit No. NC0020036
Town of Stanley WWTP
Gaston County
Dear Mr. Parker:
The Town of Stanley applied for a renewed NPDES permit on February 10,2000. The Division
of Water Quality has reviewed your facility and prepared a draft permit for your review.
Enclosed is the draft permit for the Town of Stanley WWTP.
Please review the draft permit carefully. Check to insure that the facility information is correct,
including address and location.
Please provide comments you have regarding this draft permit to DENR- DWQ NPDES Unit
no later than March 30. 2001.
The following items highlight changes that have been incorporated into the draft permit.
• The ammonia limit at the 1.0-MGD flow rate has been modified to protect for ammonia
toxicity.
• This facility's discharge is located in the South Fork Catawba River drainage basin. To
control nutrients the Division has developed a nutrient control strategy within the Lake
Wylie Nutrient Management Area. This area currently is defined as Lake Wylie and its
tributaries including: the Catawba River and its tributaries below Mountain Island Dam;
and the South Fork Catawba River (including tributaries) below its confluence with Little
Long Creek. This discharge is currently located outside of the Nutrient Management Area,
however the Division is currently evaluating the extent of the defined area and may extend
the area during the next permitting cycle. Although no total nitrogen or total phosphorus
limits appear in the permit at this time,you may be subject to nitrogen and phosphorus
limits in the next permitting cycle.
1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1617-TELEPHONE [phone]/FAX [phone]
AN EQUAL OPPORTUNITY AFFIRMATIVE ACTION EMPLOYER- 50%RECYCLED/ 1 0%POST-CONSUMER PAPER
VISIT US ON THE INTERNET @ http://h2o.enr.State.nc.US/NPDES

.
Permit Number: NC0020036
The Division recommends that you evaluate the cost of installation for nutrient removal
facilities in the event that nutrient limits are imposed on your plant. It is also recommended
that alternative discharge options be evaluated such as spray irrigation,subsurface systems,
wastewater reuse,or connection to a larger regional system(e.g. Mount Holly and/or
Gastonia).
Mauney Creek is listed as an impaired stream on North Carolina's 303(d) list. This means that the stream
does not meet water quality standards.The Division will continue to monitor compliance at your facility.
Ultimately,the removal of this discharge may be necessary.
It is the plan of the Division to work for the improvement and recovery of the stream. In the
event of the continuance of problems,the future may require the removal of direct point source
discharg
Sdegradationy g ---
ith
permitted-efflues tont t hrrutauney�a�d-reek r of Mauna Creek can b attributed the health of the stream. If there is �t� th awn-of--
Stanley discharge,,then re imoval of the discharge may be necessary. The Town of Stanley may
determine in the future th t an alternative to surface water discharge may be more apprppriate.
Concurrent withi this trajnsmittal,`tl e Division is also publishing a noticezn the newspapers
having general circulation;in the Gaston County,soliciting public comment on the draft permit.
F owing the""30-day public comment period,the Division will review all pertinent comments
and--take_appropriate action prior to issuance of the final permit--I
The"boilerplate" language is considered standard conditions and cannot be changed to
represent individual facilities. The requirement to include standard permit conditions verbatim
or by reference is stipulated in 40 CFR 122.43. Language is interpreted appropriately for each
facility.
If you have any questions concerning the draft permit for your facility,please call me at(919)
733-5083,extension 508.
Sincerely,
Michael J. Myers,EIT
NPDES Unit
cc: Mooresville Regional Office/Wa ter--Quality -tion
- I hI
DEH , `�,
� \', ) i'�
i
Central Files j l /
NPDES Files I i � - - / `—'
Donna Lisenby, P,Catawba Riverke� er . � ,�, ' ��
_
2295 Starnes Road- - - \` ` -
Edgemoor,SC 29712
Ron Bryant,Catawba River Foundation
P.O.Box 481915
Charlotte,NC 28269

Permit Number: NC0020036
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance w`i\th\the prevision of Nothl Carolina/G'n ra� Statute 143-215.1, other lawful s ards and
re 'ulMtions promul atl�d and akiopted by tie )forth Cfr na`Eipvironmenitall Management Commission, and the
\ i
Fe�leifal Water Pollu io�ConikolLAct,as�m'ended, / \ `1 --�
\ \ Tow 1( o`f Stanley\
I 1 ` A / ` \ \
is e>reby auth izeti to discharge waste\v er frpn'a facility loca\ed at; i
Town of Stanley
109 Lola Street
Stanley
Gaston County
to receiving waters designated as Mauney Creek in the Catawba River Basin in accordance with effluent
limitations, monitoring requirements,and other conditions set forth in Parts I,II, III and IV hereof.
This permit shall become effective
This permit and authorization to discharge shall expire at midnight on July 31,2005.
Signed this day
I '` \ I 1 \\ i l\
� j � , (---, V �/._ I
/ \ /l 1
I rrT/Steveds, Direct C I `\_
Division of Water Qual L
By Authority of the Environmental Management Commission
SUPPLEMENT TO PERMIT COVER SHEET

Permit Number: NC0020036
Town of Stanley
is hereby authorized to:
1. Continue operation of a 0.5 MGD wastewater treatment plant consisting of the following treatment units:
• Bar screen
• Mechanical aeration basin
• Secondary clarifiers
• Chlorine Contact basin
• Aerated sludge storage basin
• Aerobic sludge digester
• Sludge drying beds
The facility is located at the Town of Stanley WWTP, 109 Lola Street,Stanley,Gaston County,and;
n
an 2. ; After receivingAuthorization tp Construct frpm the Division or Water Quality expand the apacity of
the treatment plant t$ 11.0 MGD;an4 �
3. Discharge treated Wastewater-from,said treatment works at the location-specified on the attached map
through outfa) 001 into_Mauney Creek,which i5 classified\WS-IV wa er,in-the-Catawba Rivet. asin.
j \ f
/ \\ '
�- / V , v i I
L.-- �- - L_ \-, 't_I L_J
ii J
,t
L \_:, `A i L

Fr'
Permit Number: NC0020036
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expansion
beyond 0.5 MGD or expiration, the Permittee is authorized to discharge treated wastewater
from outfall(s) 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
Effluent Characteristics Limits Monitoring Requirements
Monthly Weekly Daily Measurement Sample Type Sample
Average Average Average Frequency Locationl
Flow 0.5 MGD Continuous Recording I or E
BOD,5-day,20°C2 30.0 mg/L 45.0 mg/L Weekly Composite I,E
Total Suspended Residue2 30.0 mg/L 45.0 mg/L Weekly Composite I,E
NH3-N(Summer3) 2.0 mg/L Weekly Composite E
NH3-N(Winters) 4.0 mg/L Weekly Composite E
Oil and Grease 30.0 mg/L 60.0 mg/L Weekly Grab E
Fecal Coliform 200/100mI 400/100mI Weekly Grab E
Dissolved Oxygen , ; 6,0 mg/L Weekly Grab E
Temperature Weekly Grab E
pH4 Weekly Grab E
Total Residual Chlorine _ 2/Week Grab E
Chromium Monthly Composite E
Copper Monthly Composite E
Lead Monthly Composite E
Zinc Monthly Composite E
Total Nitrogen No Effluent Limit Quarterly Composite E
(NO2-N+NO3-N+TKN)
Total Phosphorus No Effluent Limit Quarterly Composite E
Chronic Toxicity5 Quarterly Composite E
Dissolved Oxygen Weekly Grab U,D
Fecal Coliform Weekly Grab U,D
Temperature Weekly Grab U,D
Conductivity Weekly Grab U,D
Footnotes:
1. Sample Location: I- Influent, E- Effluent, U- Upstream 50 feet from outfall, D- Downstream
at SR 1827.
2. The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not
exceed 15%of the respective influent value (i.e. 85% Removal).
3. Summer is defined as April 1 through October 31; Winter is defined as November 1 through
March 31.
4. The pH of the effluent shall not be less than 6.0 nor greater than 9.0 (on the standard units
scale). ,
5. Chronic Toxicity (Ceriodaphnia) at 65.4% anuary, April, July,,Octolrr (see-Part I..A. (3.)).
Deflations:
MGD- Million gallons per day rng/.L- Milligram\perjliter
lb/day- Pounds per day lb/Qtr- Pounds per quarter
lb/yr- Pounds per year ml- Milliliter
BOD-Biochemical Oxygen Demand

Pr
Permit Number: NC0020036
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning upon expansion beyond 0.5 MGD and lasting until expiration, the
Permittee is authorized to discharge treated wastewater from outfall(s) 001. Such discharges
shall be limited and monitored by the Permittee as specified below:
Effluent Characteristics Limits Monitoring Requirements
Monthly Weekly Daily Measurement Sample Type Sample
Average Average Average Frequency Locationl
Flow 1.0 MGD Continuous Recording I or E
BOD,5-day,20°C(summer)2.3 14.0 mg/L 21.0 mg/L 3/Week Composite I,E
BOD,5-day,20°C(Winter)2.3 28.0 mg/L 42.0 mg/L 3/Week Composite I,E
Total Suspended Residue2 30.0 mg/L 45.0 mg/L 3/Week Composite I,E
NH3-N(Summer3) 1.2 mg/L 3/Week Composite E
NH3-N(Winter3) 2.5 mg/L 3/Week , Composite E
Oil and Grease 30.0 mg/L 60.0 mg/L 3/Week Grab E
Fecal Coliform 200/100m1 400/100m1 3/Week Grab E
Total Residual Chlorine 22.0 µg/L 3/Week Grab E
Dissolved Oxygen 6.0 mg/L 3/Week Grab E
Temperature 3/Week Grab E
pH4 3/Week Grab E
Chromium 2/Month Composite E
Copper 2/Month Composite E
Lead 2/Month Composite - E
Zinc 2/Month Composite E
Total Nitrogen No Effluent Limit Monthly Composite E
(NOrN+NOs-N+TKN)
Total Phosphorus No Effluent Limit Monthly Composite E
Chronic Toxicity5 Quarterly Composite E
Dissolved Oxygen6 3/Week Grab U,D
Fecal Coliform6 3/Week Grab U,D
Temperatures 3/Week Grab U,D
Conductivity6 3/Week Grab U,D
Footnotes:
1. Sample Location: I- Influent, E- Effluent, U- Upstream 50 feet from outfall, D- Downstream
at SR 1827.
2. The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not
exceed 15% of the respective influent value (i.e. 85% Removal).
3. Summer is defined as April 1 through October 31; Winter is defined as November 1 through
March 31.
4. The pH of the effluent shall not be less than 6.0 nor greater than 9.0 (on the standard units
scale). - r-
5. Chronic Toxicity (Ceriodaphnia) at 79%: January, April, July,/October(see Part I. A. (4.)).
6. Upstream and downstream monitoring shall be conducted 3/week during June, July,
year.
August, and September, and once per week the remainingmonths of the calendar
i
Deflations:
MGD- Million gallons per day mg/L-Milligram'per liter
lb/day- Pounds per day lb/Qtr- Pounds per quarter
lb/yr- Pounds per year ml- Milliliter
BOD-Biochemical Oxygen Demand µg/L-Micrograms per liter

Permit Number: NC0020036
A. (3.) CHRONIC TOXICITY PERMIT LIMIT(QRTRLY)
The effluent discharge shall at no time exhibit ob rvab e ' ibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration f 69.4%.
The permit holder shall perform at a minimum,quarterly monitoring using test procedures outlined in the"North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure,"Revised February 1998,or subsequent versions or
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"(Revised-February 1998)or subsequent
versions.The tests will be performed during the months of January,April,July,October.Effluent sampling for this
testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit
limit,then multiple-concentration testing shall be performed at a minimum,in each of the two following months as
described in"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"(Revised-February 1998)or
subsequent versions.
The chronic value for multiple concentration tests will be determined using the;geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of reproduction or survival.The definition of"detectable impairment,"collection
methods,exposure regimes,and further statistical methods are specified in the"North Carolina Phase II Chronic
Wlo1e Effluent Toxicity Test Procedure"(Revised-February 1998)or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form(MR-1)foil the months in which tests were performed,using the parameter code TGP3B;for the
pass/fail results and THP3B fpr the Chronic Value.Additionally,DWQ Form AT-3(original)is to be sent to the
following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Branch
1621 Mail Service Center
Raleigh,North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30 days
after the end of the reporting period for which the report is made.
Test data shall be complete,accurate,include all supporting chemical/physical measurements and all
concentration/response data,and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required,the
permittee will complete the information located at the top of the aquatic toxicity(AT)test form indicating the
facility name,permit number,pipe number,county,and the month/year of the report with the notation of"No Flow"
in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the address
cited above.
Should the permittee fail to monitor during a month in which;tQxicity monitoring,is requjired,-monitoringrwilfbe
required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina DivisionJof Water
Quality indicate potential impacts to the receiving stream,thi$permit may be re-opened and modified to include
alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document,such as minimum control organism
survival,minimum control organism reproduction,and appropriate environmental controls,shall constitute an
invalid test and will require immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.

Permit Number: NC0020036
A. (4.) CHRONIC TOXICITY PERMIT LIMIT(QRTRLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 79%.
The permit holder shall perform at a minimum,quarterly monitoring using test procedures outlined in the"North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure,"Revised February 1998,or subsequent versions or
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"(Revised-February 1998)or subsequent
versions.The tests will be performed during the months of January,April,July,October.Effluent sampling for this
testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit
limit,then multiple-concentration testing shall be performed at a minimum, in each of the two following months as
described in"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"(Revised-February 1998)or
subsequent versions.
Pl ,g - -- J
The chronic value for multiple concentration tests will be determined using the eometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration]that does
have a detectable impairment of reproduction or survival.The definition of"detectable impairment,"collection
methods,exposure regimes,and further statistical methods are specified in the"North Carolina Phase III Chronic
Whole Effluent Toxicity Testy Procedure(Revised-February 1998)or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form(MR-1)for the months in which tests were performed,using the parameter code TGP3B for the
pass/fail results and THP3B for the Chronic Value.Additionally,DWQ Form AT-3 (original)is to be sent to the
following address: __
Attention: North Carolina Division of Water Quality
Environmental Sciences Branch
1621 Mail Service Center
Raleigh,North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30 days
after the end of the reporting period for which the report is made.
Test data shall be complete,accurate, include all supporting chemical/physical measurements and all
concentration/response data,and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required,the
permittee will complete the information located at the top of the aquatic toxicity(AT)test form indicating the
facility name,permit number,pipe number,county,and the month/year of the report with the notation of"No Flow"
in the comment area of the form.The report shall be submitted to the Environmental Sciences Branch at the address
cited above.
Should the permittee fail to monitor during a onth iit Which tpx city\monitor is required,monitoring ll-be
required during the following month. i ! I
Should any test data from this monitoring requirement or tests performed by the North Carolina Divisiop lof Water
Quality indicate potential impacts to the receiYing stream,this permit may be re-opened and modified to include
alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document,such as minimum control organism
survival,minimum control organism reproduction,and appropriate environmental controls,shall constitute an
invalid test and will require immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.

F • ` ` State of North Carolina
• Department of Environment,
Health and Natural Resources 1� 11011clir
� • •
- Division of Environmental Management 'ti V
��' James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary I E I --I N, r
A. Preston Howard, Jr., P.E., Director ,EAL.
v ' ..,u N 1. RESOURCES
June 26, 1995 JUN 28 1995
Ms.Gail R. Brotherton
P. O. Box 279 DIVISION OF ENVIRONMENTAL MANAGE1Nr
Stanley,North Carolina 28164 !• ifiSVlLLE REGIONAL OFFICE
Subject: NPDES Permit Issuance
Permit No. NC0020036
Town of Stanley WWTP
Gaston County
Dear Mr.Brotherton:
In accordance with the application for a discharge permit, the Division is forwarding herewith the
subject 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 fmal and binding.
Please take notice this permit is not transferable. Part II, 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 Mr. Jay Lucas, P.E. at telephone
number(919)733-5083,extension 502.
Sincerely,
Otlgtnet Signed �By
A e stonHowaraa, Jr., P.E.
cc: Central Files
Mr.Roosevelt Childress,EPA
Permits and Engineering Unit
Facilities Assessment Unit
Aquatic Survey and Toxicology
Operator Training and Certification Unit
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

•
Permit No. NC0020036
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,
Town of Stanley
is hereby authorized to discharge wastewater from a facility located at
Stanley Wastewater Treatment Plant
Lola Street
Stanley
Gaston County
to receiving waters designated Mauney 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 August 1, 1995
This permit and authorization to discharge shall expire at midnight on July 31, 2000
Signed this day June 26, 1995
Otigfriel Shred By
Davies A. :,eu;x.lrich
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

t
Permit No. NC0020036
SUPPLEMENT TO PERMIT COVER SHEET
Town of Stanley
is hereby authorized to:
1. Continue to operate an existing 0.50 MGD wastewater treatment plant consisting of a bar screen,
mechanical aeration basin,secondary clarifiers,chlorine contact basin, aerated sludge storage
basin, aerobic sludge digester, and sludge drying beds located at Stanley Wastewater Treatment
Plant,end of Lola Street, Stanley,Gaston County (See Part III of this Permit), and
2. After receiving an Authorization to Construct from the Division of Environmental Management,
expand capacity to 1.0 MGD
3. Discharge from said treatment works at the location specified on the attached map into Mauney
Creek which is classified Class WS-IV waters in the Catawba River Basin.

- UN111r -) 51A1L5
' ' L) P'ARTMENT OF THE INTERIOR DEPA;
' GEOLOGICAL SURVEY
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A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0020036
During the period beginning on the effective date of the permit and lasting until expansion above 0.50 MGD, 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
Measurement Sample *Sample
Mon. Avg. Weekly Avg. Daily Max Frequency Type Location
Flow 0.50 MGD Continuous Recording I or E
BOD, 5 day, 20 °C** 30.0 mg/I 45.0 mg/I _ Weekly Composite E,I
NH3 as N (April 1 - October 31) 2.0 mg/I Weekly Composite E
NH3 as N (November 1 - March 31) 4.0 mg/I Weekly Composite E
Oil and Grease 30.0 mg/I 60.0 mg/I Weekly Grab E
Dissolved Oxygen*** Weekly Grab E,U,D
Total Suspended Residue** 30.0 mg/I 45.0 mg/I Weekly Composite E,1
Fecal Coliform (geometric mean) 200/100 ml 400/100 ml Weekly Grab E,U,D
Total Residual Chlorine 2/Week Grab E
Total Nitrogen (NO2+NO3+TKN) Quarterly Composite E
Total Phosphorus Quarterly Composite E
Temperature, °C Weekly Grab E,U,D
Conductivity Weekly Grab U,D
Chronic Toxicity**** Quarterly Composite E
*Sample location: E- Effluent, I- Influent,U- Upstream 50 feet, D - Downstream at SR 1827
**The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the respective
influent values (85% removal).
***The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
****Chronic Toxicity (Ceriodaphnia) P/F at 74%, January, April,July, and October; See Part III, Condition G.

A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0020036
During the period beginning on the effective date of the permit and lasting until expansion above 0.50 MGD, 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
Measurement Sample *Sample
Mon. Avg. Weekly Avg. Daily Max Frequency Type Location
Cadmium Monthly Composite E
Chromium Monthly Composite E
Copper Monthly Composite E
Nickel Monthly Composite E
Lead Monthly Composite E
Zinc Monthly Composite E
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. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0020036 .
During the period beginning after expansion above 0.50 MGD and lasting until expiration, 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
Measurement Sample *Sample
Mon. Avg. Weekly Avg. Daily Max Frequency Type Location
Flow 1.0 MGD Continuous Recording I or E
BOD, 5 day, 20 °C (April 1 - October 31)** 14.0 mg/I 21.0 mg/I 3/Week Composite E,I
BOD, 5 day, 20 °C (November 1 - March 31)** 28.0 mg/1 42.0 mg/I 3/Week Composite E,I
NH3 as N (April 1 - October 31) 2.0 mg/I 3/Week Composite E
NH3 as N (November 1 - March 31) 4.0 mg/I 3/Week Composite E
Oil and Grease 30.0 mg/I 60.0 mg/I 3/Week Grab E
Dissolved Oxygen' 3/Week Grab E,U,D
Total Suspended Residue'" 30.0 mg/I 45.0 mg/I 3/Week Composite E,I
Fecal Coliform (geometric mean) 200/100 ml 400/100 ml 3/Week Grab E,U,D
Total Residual Chlorine 22.0 µg/I 3/Week Grab E
Total Nitrogen (NO2+NO3+TKN) Monthly Composite E
Total Phosphorus Monthly Composite E
Temperature, °C 3/Week Grab E,U,D
Conductivity Grab U,D
Chronic Toxicity"' Quarterly Composite E
*Sample location: E- Effluent, I-Influent,U- Upstream 50 feet, D - Downstream at SR 1827
Upstream and Downstream monitoring shall be grab samples and shall be conducted 3/Week during June,July, August, and September,
and once per week during the rest of the year.
**The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the respective
influent values (85% removal).
***The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l.
****Chronic Toxicity (Ceriodaphnia) P/F at 79%, January, April, July, and October; See Part III,Condition H.

A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0020036
During the period beginning after expansion above 0.50 MGD and lasting until expiration, 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
Measurement Sample *Sample
Mon. Avg. Weekly Avg. Daily Max Frequency Type Location
Cadmium 2/Month Composite E
Chromium 2/Month Composite E
Copper 2/Month Composite E
Nickel 2/Month Composite E
Lead 2/Month Composite E
Zinc 2/Month Composite E
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 3/week at the effluent
by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

4
PARTI
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 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. INC
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/Dv 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.

Part II
Page 3 of 14
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 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 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 (1).

•
Part II
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 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. 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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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 damages, such as fish kills, even
though the responsibility for effective compliance may be temporarily suspended.
5. Proper(v 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. $everability
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.

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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.
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. 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:
(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 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.
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 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

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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
CF'R Part 503. The permittee shall comply with applicable 40 CPR 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

•
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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 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).
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 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:
(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 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.

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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 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 III
OTHER REQUIREMENTS
A. Requirements for Control of Pollutants Attribute 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
40 CFR 261.21;
b. Pollutants which will cause corrosive structural damage to the POTW, but in no case
Discharges with pH lower than 5.0, unless the works is specifically designed to
accommodate such Discharges;
c. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the
POTW resulting in Interference;
d. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a
Discharge at a flow rate and/or pollutant concentration which will cause Interference
with the POTW;
e. Heat in amounts which will inhibit biological activity in the POTW resulting in
Interference, but in no case heat in such quantities that the temperature at the POTW
Treatment Plant exceeds 40°C (104°F) unless the Division, upon request of the
POTW, approves alternate temperature limits;
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 a 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.

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
15A NCAC 2H .0907(a) or modify an existing Pretreatment Program per
15A 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 Requirements
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 15A 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 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 CPR Part 403, the
State Pretreatment Regulations 15A NCAC 2H .0900, and the legal authorities, policies,
procedures, and financial provisions contained in its pretreatment program submission and
Division approved modifications there of. Such operation shall include but is not limited to
the implementation of the following conditions and requirements:
1. Sewer Use Ordinance (SUO)
The permittee shall maintain adequate legal authority to implement its approved
pretreatment program;
2. Industrial Waste Survey (IWS)
The permittee shall update its Industrial Waste Survey (IWS) of all users of the sewer
collection system at least once every five years;
3. Monitoring Plan
The permittee shall implement a Division approved Monitoring Plan for the collection
of facility specific data to be used in a wastewater treatment plant Headworks Analysis
(HWA) for the development of specific pretreatment local limits;
4. Headworks Analysis (HWA) and Local Limits
The permittee shall obtain Division approval of a Headworks Analysis (HWA) at least
once every five years, and as required by the Division. The permittee shall develop, in
accordance with 40 CFR 403.5(c) and 15A NCAC 2H .0909, specific Local Limits to
implement the prohibitions listed in 40 CFR 403.5(a) and (b) and
15A NCAC 2H .0909;

.
•
5. Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.1, the permittee shall issue to all significant
industrial users, permits for operation of pretreatment equipment and discharge to the
permittee's treatment works. These permits shall contain limitations, sampling
protocols, reporting requirements, appropriate standard and special conditions, and
compliance schedules as necessary for the installation of treatment and control
technologies to assure that their wastewater discharge will meet all applicable
pretreatment standards and requirements. The permittee shall maintain a current
Allocation Table (AT) which summarizes the results of the Headworks Analysis
(HWA) and the limits from all Industrial User Pretreatment Permits (IUP). Permitted
IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA;
6. Authorization to Construct(A to C)
The permittee shall ensure that an Authorization to Construct (A to C) is issued to all
applicable industrial users for the construction or modification of any pretreatment
facility. Prior to the issuance of an Authorization to Construct (A to C), the proposed
pretreatment facility and treatment process must be evaluated for its capacity to comply
with all Industrial User Pretreatment Permit(IUP) limitations;
7. POTW Inspection&Monitoring of their SIUs
The permittee shall conduct inspection, surveillance, and monitoring activities as
described in its Division approved pretreatment program in order to determine,
independent of information supplied by industrial users, compliance with applicable
pretreatment standards. The permittee must:
7a. Inspect all Significant Industrial Users (SIUs) at least once per
calendar year; and
7b. Sample all Significant Industrial Users (SIUs) at least twice per
calendar year for all permit-limited pollutants, once during the
period from January 1 through June 30 and once during the
period from July 1 through December 31, except for organic
compounds which shall be sampled once per calendar year;
8. SIU Self Monitoring and Reporting
The permittee shall require all industrial users to comply with the applicable monitoring
and reporting requirements outlined in the Division approved pretreatment program, the
industry's pretreatment permit, or in 15A NCAC 2H.0908;
9. Enforcement Response Plan (ERP)
The permittee shall enforce and obtain appropriate remedies for violations of all
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 15A NCAC 2H .0909, and specific local limitations. All
enforcement actions shall be consistent with the Enforcement Response Plan (ERP)
approved by the Division;

.
10. Pretreatment Annual Reports (PAR) •
The permittee shall report to the Division in accordance with 15A NCAC 2H .0908. In
lieu of submitting annual reports, Modified Pretreatment Programs developed under
15A NCAC 2H .0904 (b) may be required to meet with Division personnel periodically
to discuss enforcement of pretreatment requirements and other pretreatment
implementation issues.
For all other active pretreatment programs, the permittee shall submit to the Division at
the following address:
NC DEM Pretreatment Group
PO BOX 29535
RALEIGH, NC 27626-0535
Two copies of a Pretreatment Annual Report (PAR) describing its pretreatment
activities over the previous twelve months.
These reports shall be submitted according to a schedule established by the Director and
shall contain the following:
a.) Narrative
A brief discussion of reasons for, status of, and actions taken for all
Significant Industrial Users (SIUs) in Significant Non-Compliance
(SNC);
b.) Pretreatment Program Summary(PPS)
A pretreatment program summary (PPS) on specific forms
approved by the Division;
c.) Significant Non-Compliance Report(SNCR)
The nature of the violations and the actions taken or proposed to
correct the violations on specific forms approved by the Division;
d.) Industrial Data Summary Forms (IDSF)
Monitoring data from samples collected by both the POTW and the
Significant Industrial User (SIU). These analytical results must be
reported on Industrial Data Summary Forms (IDSF) or other
specific format approved by the Division;
e.) Other Information
Copies of the POTW's allocation table, new or modified
enforcement compliance schedules, public notice of SIUs in SNC,
and any other information, upon request, which in the opinion of
the Director is needed to determine compliance with the
pretreatment implementation requirements of this permit;
11. Public Notice
The permittee shall publish annually a list of Significant Industrial Users (SIUs) that
were in Significant Non-Compliance (SNC) as defined in the permittee's Division
approved Sewer Use Ordinance with applicable pretreatment requirements and
standards during the previous twelve month period. This list shall be published within
two months of the applicable twelve month period;

r 1.
12. Record Keeping
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;
13. Funding and Financial Report
The permittee shall maintain adequate funding and staffing levels to accomplish the
objectives of its approved pretreatment program;
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local
limits modifications, POTW monitoring of their Significant Industrial Users (SIUs),
and Monitoring Plan modifications, shall be considered a permit modification and shall
be governed by 15 NCAC 2H .0114 and 15A NCAC 2H .0907.
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.

, <1 1
• 4
F. 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.

f
i •s ►
•
Part III Permit No. NC0020036
G. 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 74% (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform puarterLv 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 January, April,July, and October. 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.

C •
• i I i
Part III Permit No. NC0020036
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 79% (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform guarterjv 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 January, April, July, and October. 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.

(
� • s
♦
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.

State of North Carolina
Department of Environment •
and Natural Resources Alf
Division of Water Quality
James B. Hunt, Jr., GovernorI'410EI1R
Bill Holman, Secretary NORTF TMENT OF
Kerr T. Stevens, Director ENVIRON INS OttesoURCES
L RESOURc
iraw
December 7, 1999 DEC I
GAIL R. BROTHERTON M1% S /9A9
Town of Stanley rOFfR
P.O. BOX 279 r SFr.
STANLEY, NC 28164
Subject: Renewal of NPDES Permit NC0020036
Lola Street WWTP
GASTON County
Dear Permittee:
The subject permit expires on July 31, 2000. North Carolina Administrative Code 15A NCAC 2H.0105(e)
requires that an application for permit renewal be filed at least 180 days prior to expiration of the current permit.
To satisfy this requirement,your renewal package must be sent to the Division postmarked no later than
February 2, 2000. Failure to request renewal of the permit by this date will result in a civil assessment of at least
$250.00. Larger penalties may be assessed depending upon the delinquency of the request.
If any wastewater discharge will occur after July 31, 2000(or if continuation of the permit is desired), the
current permit must be renewed. Operation of wastewater treatment works or continuation of discharge after
July 31, 2000 would violate North Carolina General Statute 143-215.1 and could result in assessment of civil
penalties of up to $25,000 per day.
If all wastewater discharge has ceased at your facility and you wish to rescind this permit, contact Robert
Farmer of the Division's Compliance Enforcement Unit at [phone], extension 531. You may also contact
the Mooresville Regional Office at(704) 663-1699 to begin the rescission process.
Use the enclosed checklist to complete your renewal package. The checklist identifies the items you must
submit with the permit renewal application. If you have any questions, please contact me. My telephone
number, fax number and e-mail address are listed at the bottom of this page.
Sincerely,
Charles H.Weaver,Jr.
NPDES Unit
cc: Central Files
NPDES File
1617 Mail Service Center,Raleigh,North Carolina 27699-1617 919 733-5083,extension 511 (fax)919 733-0719
VISIT US ON THE INTERNET @ http://h2o.enr.state.nc.us/NPDES [e-mail]

NPDES Permit NC0020036
Town of Stanley
GASTON County
The following items are REQUIRED for all renewal packages:
❑ A cover letter requesting renewal of the permit and documenting any changes at the
facility since issuance of the last permit. Submit one signed original and two copies.
❑ The completed application form (copy attached), signed by the permittee or an Authorized
Representative. Submit one signed original and two copies.
❑ If an Authorized Representative (see Part II.B.11.b of the existing NPDES permit) prepares
the renewal package, written documentation must be provided showing the authority
delegated to the Authorized Representative.
❑ A narrative description of the sludge management plan for the facility. Describe how
sludge (or other solids) generated during wastewater treatment are handled and
disposed. If your facility has no such plan (or the permitted facility does not generate
any solids), explain this in writing. Submit one signed original and two copies.
The following items must be submitted ONLY by Industrial facilities
discharging process wastewater:
❑ Industrial facilities classified as Primary Industries (see Appendix A to Title 40 of the
Code of Federal Regulations, Part 122) must submit a Priority Pollutant Analysis (PPA) in
accordance with 40 CFR Part 122.21. If the PPA is not completed within one week of
February 2, 2000, submit the application package without the PPA. Submit the PPA as
soon as possible after February 2, 2000.
The above requirement does NOT apply to municipal or non-industrial
facilities.
PLEASE NOTE:
Due to a change in fees effective January 1, 1999, there is no renewal fee
required with your application package.
Send the completed renewal package to:
Mr. Charles H. Weaver, Jr.
NC DENR / Water Quality / NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617

Permit No. NC0020036
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,
Town of Stanley
is hereby authorized to discharge wastewater from a facility located at
Stanley Wastewater Treatment Plant
Lola Street
Stanley
Gaston County
to receiving waters designated Mauney 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 authorization to discharge shall expire at midnight on July 31, 2000
Signed this day
DRAFT
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0020036
SUPPLEMENT TO PERMIT COVER SHEET
Town of Stanley
is hereby authorized to:
1. Continue to operate an existing 0.50 MGD wastewater treatment plant consisting of a bar screen,
mechanical aeration basin, secondary clarifiers,chlorine contact basin, aerated sludge storage
basin, aerobic sludge digester, and sludge drying beds located at Stanley Wastewater Treatment
Plant, end of Lola Street, Stanley,Gaston County(See Part III of this Permit),and
2. After receiving an Authorization to Construct from the Division of Environmental Management,
expand capacity to 1.0 MGD
3. Discharge from said treatment works at the location specified on the attached map into Mauney
Creek which is classified Class WS-IV waters in the Catawba River Basin.

DEPARTMENT OF THE INTERIOR DEPAi
GEOLOGICAL SURVEY
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A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0020036
During the period beginning on the effective date of the permit and lasting until expansion above 0.50 MGD, 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
Measurement Sample *Sample
Mon. Avq. Weekly Avg. Daily Max Frequency Type Location
Flow 0.50 MGD Continuous Recording I or E
BOD, 5 day, 20 °C" 30.0 mg/I 45.0 mg/I Weekly Composite E,I
NH3 as N (April 1 - October 31) 2.0 mg/I Weekly Composite E
NH3 as N (November 1 - March 31) 4.0 mg/I Weekly Composite E
Oil and Grease 30.0 mg/I 60.0 mg/I Weekly Grab E
Dissolved Oxygen*** Weekly Grab E,U,D
Total Suspended Residue** 30.0 mg/I 45.0 mg/I Weekly Composite E,I
Fecal Coliform (geometric mean) 200/100 ml 400/100 ml Weekly Grab E,U,D
Total Residual Chlorine 2/Week Grab E
Total Nitrogen (NO2+NO3+TKN) Quarterly Composite E
Total Phosphorus - Quarterly Composite E
Temperature, °C Weekly Grab E,U,D
Conductivity Weekly Grab U,D
Chronic Toxicity**** Quarterly Composite E
*Sample location: E- Effluent, I- Influent,U- Upstream 50 feet, D - Downstream at SR 1827
**The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the respective
influent values (85% removal).
***The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
****Chronic Toxicity (Ceriodaphnia) P/F at 74%,January, April, July, and October; See Part III, Condition G.

A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0020036
During the period beginning on the effective date of the permit and lasting until expansion above 0.50 MGD, 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
Measurement Sample *Sam lie
Mon. Avg. Weekly Avg. Daily Max Frequency Type Location
Cadmium Monthly Composite E
Chromium Monthly Composite E
Copper Monthly Composite E
Nickel Monthly Composite E
Lead Monthly Composite E
Zinc Monthly Composite E
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.
4

A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0020036 .
During the period beginning after expansion above 0.50 MGD and lasting until expiration, 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
Measurement Sample `Sample
Mon. Avq. Weekly Avq. Daily Max Frequency Type Location
Flow 1.0 MGD Continuous Recording I or E
BOD, 5 day, 20 °C (April 1 - October 31)** 14.0 mg/I 21.0 mg/I 3/Week Composite E,I
BOD, 5 day, 20 °C (November 1 - March 31)** 28.0 mg/I 42.0 mg/I 3/Week Composite E,I
NH3 as N (April 1 - October 31) 2.0 mg/I 3/Week Composite E
NH3 as N (November 1 - March 31) 4.0 mg/I 3/Week Composite E
Oil and Grease 30.0 mg/I 60.0 mg/I 3/Week Grab E
Dissolved Oxygen*** 3/Week Grab E,U,D
Total Suspended Residue** 30.0 mg/I 45.0 mg/I 3/Week Composite E,I
Fecal Coliform (geometric mean) 200/100 ml 400/100 ml 3/Week Grab E,U,D
Total Residual Chlorine 22.0 µg/I 3/Week Grab E
Total Nitrogen (NO2+NO3+TKN) Monthly Composite E
Total Phosphorus Monthly Composite E
Temperature, °C 3/1A&eek Grab E,U,D
Conductivity ' ' Grab U,D
Chronic Toxicity**** Quarterly Composite E
*Sample location: E- Effluent,I- Influent, U - Upstream 50 feet,D - Downstream at SR 1827
Upstream and Downstream monitoring shall be grab samples and shall be conducted 3/Week during June, July, August, and September,
and once per week during the rest of the year.
**The monthly average effluent BODS and Total Suspended Residue concentrations shall not exceed 15% of the respective
influent values (85% removal).
***The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l.
****Chronic Toxicity (Ceriodaphnia) P/F at 79%,January, April, July, and October; See Part III, Condition H.

1
A. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NC0020036
During the period beginning after expansion above 0.50 MGD and lasting until expiration, 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
Measurement Sample *Sample
Mon. Avq. Weekly Avq. Daily Max Frequency Type Location
Cadmium 2/Month Composite E
Chromium 2/Month Composite E
Copper 2/Month Composite E
Nickel 2/Month Composite E
Lead 2/Month Composite E
Zinc 2/Month Composite E
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 3/week at the effluent
by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

' Part III Permit No. NC0020036
G. 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 74% (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform(Juarter*v 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 January, April,July,and October. 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.

Part III Permit No. NC0020036
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 79% (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform auarterly 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 January, April, July,and October. 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.

State of North Carolina
Department of Environment,
A Health and Natural Resources
Division of Water Quality 4 • •
r\\1, ‘• \ D "
James B. Hunt, Jr., Governor ,......................,.1 r
Wayne McDevitt, Secretary
71 A. Preston Howard, Jr., P.E., Director ® E 1---1 F
,� Ilt_ V ' October 6, 1997
OCT 9 1997
41
The Honorable Gail R Brotherton, Mayor
of Stanleys .Town D1Yf ICNf Eh,,,:�'tT11 yak"1N,ENT
Post Office Box 279 1:xi1E RECMAL OFFICE
Stanley, North Carolina 28164
Subject: Application for Special Order by Consent
Permit No. NC0020036
Gaston County
Dear Mayor Brotherton:
The purpose of this letter is to inform you of deficiencies in the attached Special Order by Consent
(SOC) Application sent to the Division of Water Quality and to return the $400.00 application fee.
Without resolving these deficiencies, an SOC cannot be processed for your facility. The
deficiencies are as follow:
1. Item IV. 1. mentions an Attachment C (punch list). This was not included in our
copy.
2. The application must be accompanied by a report prepared by an independent con-
sultant(a professional with expertise in wastewater treatment) or by the Municipal
Compliance Initiative Program of the Construction Grants and Loans Section of the
Division of Water Quality. This report must address the following:
a. An evaluation of all existing treatment units, operational procedures
and recommendations as to how the efficiencies of these facilities can
be maximized.
b. A certification that these facilities could not be operated in a manner
that would achieve compliance with final permit limitations.
c. The effluent limitations that the facility could be expected to meet if
operated at their maximum efficiency during the term of the requested
SOC (be sure to consider interim construction phases listed in section
VI/4, of this application.
While the application does address these issues and alludes to the interaction of a
consulting engineer, there is no actual engineer's certification of these findings or
supporting documentation.
3. The application should include a copy of a resolution from the Town Council
authorizing the Mayor to sign the SOC. This resolution must clearly state the
Council is aware of the financial commitment necessary to bring the facility into
compliance. An example resolution is attached for your use.
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

V ...-,.
Please respond to these comments and resubmit the complete application (along with the
application fee) as soon as possible so the State can begin the SOC process for your facility. If •01:
you have questions concerning this request, you may call me at [phone] extension 530. ,r'li
Sincerely,
. ,, ,ica,,,,t,,,,,,
Michael Alexander
Environmental Specialist
Point Source Compliance
Enforcement Unit
Attachment
cc: Bob Sled:e, Supervisor, Point Source Compliance Unit
"' , :., ) .'", �T ty Supervisor, Mooresville Regional Office
'°'' OC Files
hri
'
''t;-h�
r
rit
FH
v.
r
ii!
d
. F�j 4 a,.,dili�d

k -)90 - eJ:&e e_
• State of North Carolina
/ Department of Environment,
Health and Natural Resources _:___T;11W
•
•
Division of Water Quality `'
....................1r
James B. Hunt, Jr., Governor
\W' Wayne McDevitt, Secretary ® E I-I PI
,,i / A. Preston Howard, Jr., P.E., Director
Tclift
December 15 , 1997
Gail R. Brotherton, Mayor ; i,.0 .
\, `1 Town of Stanley ` NAT!5.V
v 114 South Main Street
c S3 P 0 Box 279 DEC 22 1997
)c, k4 Stanley NC 28164
;,,iI1C
\'OVc;-'\\v\n ,cE,.-,1tht aifT.^,E
Subject: Non Refundable Processing Fee
Special Order by Consent
Town of Stanley
/ SiC:yd0H1 'Nk.)-/-5\
EMC SOC WQ 97-009
Permit NO. NC0020036
Gaston County
V
Dear Mayor Brotherton:
This letter is to acknowledge receipt of check No. 021468 in the amount of$400.00
received from Town of Stanley on November 10, 1997.
If you have questions concerning the Order you may call Rex Gleason of the Mooresville
i
Regional Office at [phone] or me at [phone], extension 233.
i
Sincerely,
,.er'1,-o i b t• L 6 4
Robert L. Sledge, Supervisor
Point Source Compliance Enforcement Unit
RLS/te .
cc: Mooresville Regional Office'
SOC Files
Central Files
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

S
itek
American Commonwealth Management c,ervicee Co,Inc.
Ridgewood Corporate Center • 402 Boot Road • Downingtown, PA 19335-3405
[phone] • FAX: [phone]
October 31, 1997 •,, ,(','",',"ft.
(_fs,
DEC /8 1997
Mr. Michael Alexander
Environmental Specialist 77,I 4, a
ar
Point Source Compliance Enforcement Unit �"�aaa(1 off "
State of North Carolina
Deparuuent of Environment,Health and Natural Resources
Division of Water Quality
P.O. Box 29535
Raleigh,NC 27626-0535
Re: Stanley N.C. Wastewater Treatment and Disposal Facility _
NPDES Permit No. NC0020036
Application for Special Order by Consent v -: y Y
Dear Mr. Alexander:
I have reviewed your letter dated October 6, 1997 to Mayor Brotherton and I am hereby responding
to your item 2. comment. Please note that we have attached a revised page from Section V.1. of the
SOC.
As you are probably well aware, this facility has been plagued with problems chiefly due to the
infiltration and inflow to the sewer system which hydraulically overloads the facility leading to the
numerous NOV's listed in the Compliance History of Attachment B of the SOC document. In
addition,the plant has been plagued with periodic shock loads from industrial sources. Practically
speaking it is not possible to effectively operate a treatment facility which is hydraulically overloaded
and periodically overwhelmed with a high organic loading. Based on the information supplied to me
please accept this letter as a certification that the existing treatment facilities could not be operated
in a manner that would achieve compliance with existing permit limitations.
Please contact me if you have any questions, or require additional information.
Sincerely,
1
Mark J. Bu el',P.E.
oWilItiuupll
Senior Project Engineer CAR '//.,,
MJB/sg \�� '��......... C1� ��i.
Attachment iZ�QQ���S�o-�< Y
c: Hon. Gail R.Brotherton,Mayor,Town of Stanley = i SEAL
Dewanye Dousay = i 22727 z
Zane Knight ..,F P
'% NG I NE ' vim.

TOWN OF STANLEY, N.C.
Application for a SOC
Page 4, Section V. 1.
Revised 10-31-97
Following preliminary treatment flows enter a.50 MG aeration basin. Mixed
liquor mixing oxygen required for aerobic conditions is supplied by two 20
horse power aerators. This system is adequate and performs to design spec-
ifications under average conditions. However, Industrial slugs create major
process upsets and have required up to 90 days to recover. Current aeration
is capable of producing about 1,750 lbs. of oxygen per day. The current
average loadings require 2,170 lbs. of oxygen per day with average
BOD loadings of 250 rngli and an assumed TKN of 45 mgA. The facility
upgrade includes new mechanical aerators as well as reduces the loadings
approximately 330/0.
There are two rectangular final clarifiers that currently have apparent
short circuiting. The clarifiers are monitored daily to maintain 1-2 foot
sludge blankets. Even with this practice solids are lost during high flows
created by the above UI conditions and after Industrial Slugs. The Town
of Stanley Is working with the State of North Carolina and it's Consulting
Engineer to determine if flow distribution needs improvement and if the
clarifiers are capable of meeting removal requirements on a consistent
basis.
Sludge is wasted to one 21,226 cubic foot aerobic digester. Oxygen intro-
duction and mixing is accomplished with a 20 horse power aerator. This
system supports approximately 3,100 residents that require 31,000
cubk feet capacity. This does not include sludge production generated
by the Town's Industrial users. Due to the small size of the digester the
facility uses its adjacent 1,000,000 gallon sludge storage basin to protect
the process and effluent quality. Inadequate digestion sometimes causes
major process upsets with treatment facilities as well as substantially
increases hauling and Upping cost for sludge removal. The old digester is
scheduled to be replaced during the on-going facility upgrade. Sludge is
!and applied in a liquid state.
The the.i dP4imieti. tto provide 30 minute contact with flows of 1.5 MGD.
This system works well because when the facility was down-sized the contact
tank remained the same. Corrections to the contact tank include new chlorine
ejectors, flow proportional chlorine feed, flow proportional dechlor, scum
removal, and flow proportional sampling.

•
Town of & in1ey
Established November 14,1855
MAYOR TOWN MANAGER
Gail R.Brotherton "A Friendly Place" Gary E.Parker
COUNCIL POLICE CHIEF
Claude G. Lutz ,�° A Donald R.Davis
Randall L.Carpenter f r'Yp.
George T. Moore 1`
C.Deward Bentley � ��T FIRE CHIEF
Clyde W. Dellinger ry c.Atto‘' M.Anthony Ballard
November 7, 1997
Michael Alexander . 1
Environmental Specialist
State of North Carolina
Department of Environment
Division of Water Quality
P.O. Box 29535
Raleigh, N. C. 27626-0535
Dear Mr. Alexander:
Please find enclosed the Town's SOC Application addressing all three changes
requested. You and I spoke about item one's attachment C which is now unnecessary
with the re-wording of that paragraph. Mr. Bubel's letter regarding Item 2 is attached
as is the Resolution.
Please let me know if more information is needed.
Sincerely,
Gary E. Parker
Town Manager
P.O.BOX 279 • 114 S.MAIN ST. • STANLEY, N.C. 28164 • 704-263-4779 • FAX [phone]

Nov-07•-97 Z ? : 50A American Comma rw:3a1th (6I0) 873--5705 P . 02
American Commonwealth lian ge Pn , -vices Co.,
Ridgewood Corporate Center • 402 Boot Road • Downingtown; PA 19335-3405
[phone] • FAX: [phone]
October 31, 1997
Mr. Michael Alexander
Environmental Specialist
Point Source Compliance Enforcement Unit
State of North Carolina
Department of Environment. Health and Natural Resources
Division of Water Quality
P.O. Box 29535
Raleigh, NC 27626-0535
Re: Stanley N.C. Wastewater Treatment and Disposal Facility
NPDES Permit No. NC0020036
Application for Special Order by Consent
Dear Mr. Alexander:
Ihave reviewed your letter dated October 6, 1997 to Mayor Brotherton and I am hereby responding
to your item 2. comment. Please note that we have attached a revised page from Section V.1. of the
SOC.
As you are probably well aware, this facility has been plagued with problems chiefly due to the
infiltration and inflow to the sewer system which hydraulically overloads the facility Leading to the
numerous NOV's listed in the Compliance History of Attachment B of the SOC document. In
addition, the plant has been plagued with periodic shock loads from industrial sources. Practically
speaking it is not possible to effectively operate a treatment facility which is hydraulically overloaded
and periodically overwhelmed with a high organic loading. Based on the information supplied to me
• please accept this letter as a certification that the existing treatment facilities could not be operated
in a manner that would achieve compliance tizz*h existing permit limitations. •
Please contact me if you have any questions, or require additional information.
Sincerely,
U p '.7��y
;Mark J. Bu eP,P.E. ���q�ttiulrn�!!�,
Senior Project Engineer `�``‘h GARt"),
MJB/sg �Q' FS,p``y<.`
Attachment a 4 •
c: Hon. Gail 1?.Brotherton,Mayo!, Town of Stanley = : SEAL :
Dewanye Dousay • _ k 22727 j
Zane Knight - _ < c� s
'1 Rk t3N- ���,'
������nfi t fl ttN'`���

•
STATE OF NORTH CAROLINA
Department of Environment, Health, and Natural Resources
Division of Environment Management
APPLICATION FOR A SPECIAL ORDER BY CONSENT
(INFORMATION REQUIRED FOR FACILITIES REQUESTING AN SOC)
L GENERAL INFORMATION:
1. Applicant(c rpo:a:►on, MiMd ial, or other) Town of Stanley. North Carolina
2. Print or Type Owner's or Signing Officials Name and Title (the person who is
legally responsible for the facility and it's compliance).
Gail RBrotherton-Mayor
3. Mailing Address: 114 South Main Street, PO Box 279
City; Stanley State:North Carolina Zip: 28164
Telephone: [phone]
4. Facility Name(subdivision, facility, or establishment name-must be consistent
with name on the permit issued by the Division of Environment Management):
Town of Stanley Wastewater Treatment Facility
5. Application Date: September 12. 1997
•
6. County where project is located: Gaaton.
IL PERMIT INFORMATION FOR THE FACILITY REQUESTING THE SOC:
1. Permit No.: NC 0020036.
2. Name of the specific wastewater treatment facility(if different from L4 above:
Same as noted on 1.4 above.
3. Issuance Date of Permit: August L 1995.
4. Expiration Date of Permit: July 31. 2000.
5. Attach a listing of All effluent parameters addressed in the permit, including
limitations and mooring requirements. See Attachment A RECEIVED
SEP 3 0 1997
WATER QUALITY SECTION
Nen-Discharge Comp;iance Enm.

III. COMPLIANCE HISTORY FOR FACILITY REQUESTING THE SOC:
Please attach a listing of all SOC(s) and amendments, Judicial Order(s) and
amendments, EPA 309 letter(s), EPA Administrative Order(s), civil penalty
assessments(s), notices of violations(s), etc. issued for this facility during the past
5 years. This listing must contain the issue dates, reasons for issuance, when the
facility returned to compliance and actions taken to return the facility to
compliance. See Attachment B
IV. EXPLANATION AS TO WHY SOC IS NEEDED:
Please attach a very specific detailed explanation as to why the SOC is being
requested. Please address the following issues:
1 Fyiietina or nnavnidahie_fithni viniatinn(c) of Peimit T imit tion(s)
The Stanley Wastewater Treatment Facility has experienced violations
partially due to I/I (inflow/infiltration). The III situation is addressed by
the Town's Consultant Engineer, W.K. Dickson. Current average flows
of.45 MGD are recorded allowing .05 MGD excess capacity or
approximately 10% of design capacity. A total of.15 MGD will be
diverted from the East Side Industrial area to the Mt. Holly facility.
ThbrA►111 divert approximately eltiVo of existing hydraulic loadings. This
projects projected to be completed June 1998i The second phase of the
UT abatement program is the repair of leaks in the Town's main lines and
private service lines which is scheduled to be completed by October 1997.
The Stanley Water Plant sends the filter backwash wastewater to the
Stanley Wastewater Treatment Facility. This direct discharge occurs
every day adding approximately.0512 MGD to the current hydraulic
situation. During the number 3 filter backwash, two pumps must be used.
Conditions exist that support the theory that the effluent line is not
adequately sized to handle the flow generated when both pumps are
utilized. Regulation also requires the water treatment plant to be placed
under the Town of Stanley Pretreatment Program. The Town of Stanley
is working with the State Pretreatment Group to properly place the water
plant under the rules and regulations of it's Pretreatment Program as well
as working with the Consulting Engineer on line and flow problems.
The SOC would help the Town of Stanley get through this construction
period in regard% to the UT abatement program.

The Stanley Wastewater Treatment Facility has also experienced
non-compliance due to Industrial Slugs with BOD and COD loadings of
up to 5,000 mg/1. The Town has now placed a strong effort in properly
maintaining their Pretreatment Program. Permits have been developed,
records and documentation improved to State speculations, and enforce-
ment strengthened. This has helped the facility better its compliance effort
to zero violations in the last 5 months due to Industrial slugs. However,
with current loading constraints and on-going construction, an event during
construction will cause an unavoidable violation. A strong pretreatment
program will be maintained during and after construction.
2. Existing or unavoidable future violation(s) of permit conditions.
Proposed upgrades should ewe any existing violations of permit
conditions. AAET will operate and maintain the plant to the best of our
ability in an effort to avoid any violations of permit conditions. AAET will
also work closely with contractors and engineers to plan and schedule all
work being done in a manner that will not Jeopardize plant compliance.
3. Magnitude, duration and dates)of all existing Violations.
See Attachment B- for most recent NOV's.
4. Explanation for any existing or unavoidable future violation(s)along with any
mitigating factor(s)
See explanation 1 above.
5. Expected duration of any existing or,unavoidable future violation(s).
Expected future or unavoidable violations are to end July 1998.
V. EXPLANATION OF ACTIONS TAKEN BY THE APPLICANT TO
MAXIMIZE THE EFFICIENCY OF THE FACILITY PRIOR TO
REQUESTING THE SOC:
Please attach a very specific detailed explanation of the actions taken.
Please address the following issues:
I. Describe the existing treatment process and any modifications that have been
made in an effort to correct and avoid violations of effluent limitations.
Plows enter the facility through two sewage lines. An 8" line serves Talon
Industries and a 10" line that serves the rest of the Town of Stanley. There
is an automatic bar screen that is out of operation and is scheduled to be
replaced with the current year's upgrades. In the meantime, operators
are required to use a manual coarse bar screen.

Following preliminary treatment flows enter a .50 MG aeration basin. Mixed
liquor mixing oxygen required for aerobic conditions is supplied by two 20
horse power aerators. This system is adequate and performs to design spec-
ifications under average conditions. However, Industrial slugs create major
process upsets and have required up to 90 days to recover. Current a cation
is capable of producing about 1,750 lbs. of oxygen per day. The current
average loadings require 2,170 lbs. of oxygen per day with average
BOD loadings of 250 mgil and an assumed TKINT of 45 mg/I. The facility
upgrade includes new mechanical aerators as well as reduces the loadings
approximately 33%.
There are two rectangular final clarifiers that currently have apparent
short circuiting. The clarifiers are monitored daily to maintain 1-2 foot
sludge blankets. Even with this practice solids are lost during high flows
created by the above I/I conditions and after Industrial Slugs. The Town
of Stanley is working with the State of North Carolina and it's Consulting
Engineer to determine if flow distribution needs improvement and if the
clarifiers are capable of meeting removal requirements on a consistent
basis.
Sludge is wasted to one 21,226 cubic foot aerobic digester. Oxygen intro-
duction and mixing is accomplished with a 20 horse power aerator. This
system supports approximately 3,100 residents that require 31,000
cubic feet capacity. This does not include sludge production generated
by the Town's Industrial users. Due to the small size of the digester the
facility uses its adjacent 1,000,000 gallon sludge storage basin to protect
the process and effluent quality. Inadequate digestion sometimes causes
major process upsets with treatment facilities as well as substantially
increases hauling and tipping cost for sludge removal. The old digester is
scheduled to be replaced during the on-going facility upgrade. Sludge is
!arid ann--ed inalin .l ctatP
The ehlnrine is rationed to provide 30 minute rnntart with flows of 1 man
This system worms well because when the facility was down-sized the contact
tank remained the same. Corrections to the contact tank include new chlorine
ejectors, flow proportional chlorine feed,flow proportional dechlorrjscum
removal, and flow proportional samplit{g.

2. Changes made to facility operations such as use of polymers, more frequent
wasting of solids, additional aeration, additional operators, etc.
During the last 2 months, The Town of Stanley's Pretreatment Program has
been active in helping the facility maintain effluent compliance. The Town's
Wastewater Operator has increased starng from 1.5 employees to 2.0
employees. This has also helped in maintaining compliance. Backwashing
procedures at the Stanley Water Plant required timers to be installed in the
aeration basins to prevent wash outs of solids. Wasting.prrlres have
been changed from batch wasting to regular routine daily wasting. TRC
analysis are now accompanied with chlorine residue analysis to ensure
fecal coliform kill.
3. Collection system rehabilitation work completed or scheduled (including dates).
The Town had I&I study done by W.I . Dickson in 1994. Town placed
manhole inserts in problem manholes in 1994 and some private property
repairs of laterals or clean-outs were made. Additional service line
repairs were made in 1997.
4. Coordination with pretreatment facilities for municipalities or production
facilities for industries. Identify any noncompliant significant industrial users
and measure(s)taken or proposed to be taken to bring the pretreatment
facilities back into compliance.
The Town of Stanley is currently actively managing it's Pretreatment
Program. Walkisoft USA Industries was significantly non-compliant
for the past two six month periods. A new permit for the facility will
be issued by October 1, 1997s The new limits contained in this permit
should bring this situation into compliance. Talon Industries will also
receive a categorical permit breideber 1, 1997. ``-; ' '
5. If the SOC is being requested for failure to meet permit effluent limitations,
the applicant must submit a report prepared by an independent consultant
( a professional with expertise in wastewater treatment) or by the Municipal
Compliance Initiative program of the Construction Grants and Loans Section
of the Division of Environmental Management. This report must address
the following:
•
a. An evaluation of all existing treatment units, operational procedures and
recommendations as to how the efficiencies of these facilities can be
maximized.
See section V. item 1. above.

b. A certification that these facilities could not be operated in a manner
that would achieve compliance with Said permit limitations.
Due to the limited design capabilities of the treatment facility that is
currently in use and the condition of the collection system
consistent effluent compliance can't be expected. The upgrade will
remove approximately 33%of current loadings, install reliable
chemical feed to protect the receiving stream, and provide
required back up power.
c. The effluent limitations that the facility could be expected to meet if
operated at their maximum efficiency during the term of the requested
SOC(be sane to consider interim construction phases listed in
section VL 4, of this application).
Monthly average Why average
Flow — .6 MGD
HOD -50 mg/L 100mg/L
NH3 =4.0 mg/L Year round
TSS =50 mg/L 100 mg/L
O& G =50 mg/L 100 mg/L
Fecal coliforw-300/100 ml 600/100 ml
6. Any other actions taken to correct problems prior to requesting the SOC?
None noted
VL REQUESTED Ti E SCHEDULE TO BRING THE FACILITY INTO
COMPLIANCE WITH ALL PERMIT CONDITIONS AND STATE
REGULATIONS/STATUS
The applicant must submit a detailed listing of activities along with time frames that
are necessary to bring the facility into come. This schedule must include
interim dates as well as a final compliance date. The schedule should address such
activities as:
1. Request any needed Penmit(s).
None needed
2. Submit plans, specifications and appropriate engineering reports to
DEM for review and approval.
Anproved by DEM June 1997.

3. Begin construction.
akft 1991
4. Occurrence of major construction activities that are likely to effect
facility performance (units out of service, diversion of flows, etc).
Mike Wolfe. W.K. Dickson - The Town of Stanley's contracted
operator will work with the consulting engineer to maintain
accessibility and minimize disruption and outages to the existing
facilities during construction of wastewater treatment plant
In the event a critical piece of equipment must be taken out
of service all parties will work together to protect effluent
compliance.
5. Complete construction.
6. Achieve compliance with all effluent limitations.
19911
7. Complete specific Infiltration/Inflow work
8. Have all pretreatment facilities achieve compliance with their
pretreatment permits.
iober 1. 1997 the pretreatment will be completely activeito
Slate. ifications.
9. Conduct needed toxicity reduction evaluations (TRE)
•
Not applicable

VIL IDENTIFY FUNDING SOURCES TO BE USED TO BRING THE
FACILITY INTO COMPLIANCE
The applicant must provide an explanation as to the sources of funds to be utilized
to complete the work needed to bring the facility into compliance. Possible funding
sources include but are not limited to loan commitments, bonds, letters of credit,
block grants and cash reserves. This explanation must demonstrate that the funds
are available or can be secured in time to meet the schedule outlined as part of this
application.
Funding sources are in place for the construction of improvements at the
Town's wastewater treatment plant(WWTP)and for construction of the
sewer inter-connect with the City of Mount Holly. Funding for the projects
are as follows:
WWTP Improvements SRF Loan
Sewer Interconnect State Bond Loan
Local Funding
Gaston County Funding
Funding arrangements are in place at this time.
V£L&. REQUEST FOR ADDITIONAL FLOW
Only facilities owned by a unit of government may request to add additional flow to the
treatment system as part of the SOC in accordance with NCGS 143-215.67(b). If a
request is made, it must contain the following information:
1. If domestic wastewater flow is requested for residential and commercial
growth, a justification must be made as to the flow being requested.
This flow request must be based on past growth record, documented
growth projections, annexation plans, specific subdivision commitments
etc. The justification must include a listing of all proposed development
areas and associated flows. ' .flow that is
needed thozingthe_term ofthis requested order is I • gallons per day.$

•
2. If nondomestic flow is requested, a justification mast be made based on actual
commitments from the industry. Copies of these commitments (such as
building permits)must be included as part of the application. Nondomestic
flow is only allowable when its strength and volume can be demonstrated to be
such as to not adversely impact the wastewater treatment system, limit the ability
to dispose of/utilize the sludge/residuals and be similar to domestic wastewater
for all parameters that are relaxed as part of the requested SOC. This level of
strength can be either prior to pretreatment or after pretreatment if the applicant
is requiring the industry to meet the pretreated levels. The application must
contain a detailed analysis of all parameters that can be reasonable expected
to be contained in the proposed industrial wastewater. Zlicapialzpgtiomestic
flow that is requested during the term of this order is NONE gallons per day.
A complete breakdown of the businssrmdustries and the requested flow for 4
each must be attached.
3. ThintetidlWileftfttetas reit yfthe S 3C application (both domestic and
no0,044"),Efok. ,al.:,:pliona per 44W4
Please be advised that the actual additional flow, if any, that could be
allowed as part of the requested SOC will be determined by a complete
analysis of any projected adverse impact that could be expected as the
result of this additional wastewater on the wastewater treatment facility
and the surface waters.
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL
OF THE APPLICABLE ITEMS ARE INCLUDED WITH THE
SUBMITTAL.
REQUIRED ITEMS:
a. One original and two copies of the completed and appropriately executed application
form, along with all required attachments. If the SOC request is for a city/town or
county, the applicant must submit a copy of a resolution(example attached)from the
city council or the county commissioners authorizing the person signing the order to do
so. This resolution must clearly state that the council or commission is aware of the
financial commitment that is necessary to bring the facility into compliance. If the
applicant is a company, the person signing the application must be an upper man-
agement company official.

•
b. The nonrefundable SOC processing fcc of$400.00. The check must be made payable
to The Department of Environment, Health and Natural Resources.
Applicant's Certification
I, Mayor Gail R. Brotherton , attest that this application for
a SOC has been reviewed by me and is accurate and complete to the best of my know-
ledge. I understand that if all required parts of this application are not completed and that
if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signaturer-A ,E_ Date 9/23/9 7
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL
SUPPORTING INFORMATION AND MATERIALS, SHOULD BE SENT TO
THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
FACILITY ASSESSMENT UNIT
P.O. BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919-733-5083

A. I:Il'I,III;NT LIMITATIONS ANI) MONFIDRING RI QtIIRI:MI:N'I'S I7INAL Permit No. NC0020036 1
Dui ing the period beginning on the effective date of the permit and lasting until expansion above 0.50 NIGl), the permitter is authorized
to discharge from outfall serial number WE', Such discharges shall be limited and monitored by the pern►itlee as specified below:
EIll11et)t CIhttracteriglQt_ DI .hQrue ldmilutLnL MQnIIQring .rt►3llemgnt
Mensltrtmen1 0mp1Q 1.Samp1t.
lion. Avg. WyeeklY-AYg. Di llxMas Frequency Ing l_ocatIQn
Flow 0.50 MGD Continuous Recording I or E
BOD, 5 day, 20 °C" 30.0 mg/I 45.0 mg/I Weekly Composite E,I
NI 13 as N (April 1 - October 31) 2.0 mg/I Weekly • Composite E
NH3 as N (November 1 - March 31) 4.0 mg/I Weekly Composite E
Oil and Grease 30.0 mg/I 60.0 mg/I Weekly Grab E •
Dissolved Oxygen"' Weekly Grab E,U,D
Total Suspended Residue" 30.0 mg/I 45.0 mg/I Weekly Composite E,I
Fecal Colilorm (geometric mean) 200/100 ml 400/100 ml Woekly Grab E,U,D
Total Residual Chlorine 2/Week Grab E
Total Nitrogen (NO2i NO3 rTKN) • Quarterly Composite E
Total Phosphorus Quarterly Composite E
Temperature, °C Woekly Grab E,U,D
Conductivity .f Weekly Grab U,D
Chronic Toxicity"" Quarterly Composite E
*Sample location: E - Effluent, I - Influent, 11 -• Upstream 50 feet, D - Downstream at SR I827
**'The monthly average effluent RODS and T'ot.al Suspended Residue concentrations shall not exceed 15% of the respective
influent values (85% removal).
***The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/I.
****Chronic Toxicity (Ceriodaphnia) Pit?at 7414, January, April, July, and October; See Part III, Condition G.

• !-I C,. me(C, J
�. Compliance History
1. Civil Penalty Assessment, 04/17/97, failure to recognize new requirements of the
renewed permit, facility was already in compliance upon notification April 1996 that
we had overlooked new permit requirements.
2. NOV, Compliance Sampling Inspection, 06/05/97, non-compliance with BOD
& TSS limits, facility was out of compliance due to 3" rainfall, actions are in
progress on resolving I&I problems.
3. NOV, Effluent Limitations, 0546i 97, for Feb. 1997; .5107 MGD violated flow
limit of.5MGD 35.5MG/L violated 30.0MG/L TSS limit, I&I problems
being addressed.
4. NOV, Compliance Sampling Biomonitoring Inspection, 05/13/97, failure of chronic
toxicity test, facility out of compliance due to 3"rainfall&industrial slug, when
plant does not suffer from hydraulic overloads or industrial slugs it operates in
compliance, plans for upgraded plant&interconnect to Mt. Holly are under
construction(to be completed 6/98)and more aggressive pretreatment program
is being implemented in addition to I&I repairs.
5. NOV, Compliance Sampling Inspection, 05/06/97, violation of fecal coliform due
to same 04/29/97 3" rainfall&industrial slug, violations of pH due to operator
misunderstanding of new pH meter and O&M manual, no more pH violations
have occurred since operator learned operation of new meter.
6. NOV, Effluent Timitations in Jan. 1997, self-monitoring report, TSS of 56.8MG/L
violated limit of 30.0MG/L, industrial slug, implementing aggressive Pretreatment
Program.
7. NOV, E. L., .5181 MGD, 11/12/96, I&I, some of the problems have been repaired
and remainder are in process of being addressed.
8. NOV, Toxicity, 09/27/96, industrial sing, pretreatment improvements.
9. NOV, non-permitted outlet, Brevard St. lift station, 07/03/96, plugged immediately.
10. NOV, BOD&TSS in February 1996 self monitoring report, 04/22/96, due to
industrial slug, pretreatment.
11. NOV, E.L. in Jan. 1996 self monitoring report, BOD, TSS, fecal coliform,
04108196, due to same industrial slug in early January.

12. NOV, 05/28/96 E.L. in March 1996 self monitoring report, flow, BOD, &TSS,
industrial slug and I&I, working on I&I and Pretreatment Program.
13. NOV, conducted free residual chlorine analysis rather than monitor for total
residue chlorine, 05/24/96, ORC's supervisor mistakenly directed ORC to do
free rather than the total, that was corrected.
14. NOV, E.L. 05/01/96, failed chronic toxicity, BOD, fecal coliform&TSS and
failed to monitor for metals, failed limits because plant organisms were killed
by industrial slug, failed to monitor because ORC was not yet aware of changed
Permit requirements.
15. NOV, violated Toxicity limit in Feb. 1996 self monitoring report, 04/25/96,
industrial slug.
16. NOV, 09/06/95, violation of monthly avg. &Jor weekly avg. limits for flow, BOD,
TSS, &fecal colifomu, faulty flow measuring device and industrial slug.
17. NOV, 05/22/95, flow violation for March 1995 self-monitoring report.
18. NOV, 05/08/95, flow, BOD, &TSS for February 1995 self-monitoring report.
19. NOV, 11/02/94, land application residuals not incorporated within 24 hrs.,
20. NOV, 10/24/94, flow
21. NOV, 10/11/94, flow, BOD, NH3 as N, TSS, fecal coliform and toxicity during
period 8/93 to 7/94.
22. NOV, 06/27/94, NH3+NH4.
•
23. NOV, 05/23/94, flow and BOD.
24. NOV, 02/21/94, toxicity.
25. NOV, 01/21/94, toxicity.
26. NOV, 12/93, flow and toxicity.

1
27. NOV, 11/93, toxicity and fecal coliform.
28. NOV, 10/93, toxicity, fecal conform and TSS.
29. NOV, 9/93, fecal coliform.
30. NOV, 7/93, fecal colifonn.
31. NOV, 6/93, ammonia.
32. NOV, 5/93, toxicity, ammonia and BOD.
33. NOV, 4/93, toxicity, ammonia and fecal coliform.
34. NOV, 3193, flow.
35. NOV, 2J93, toxicity, fecal conform.
36. NOV, 1/93,well reports not submitted.

•
Town of Stanley
Established November 14, 1855
MAYOR TOWN MANAGER
Gail R.Brotherton "A Friendly Place" Gary E Parker
COUNCIL ��r i r�� POLICE CHIEF
Margaret S.Green 1 Donald R Davis
Randall L Carpenter ft
George T.Moore . _ FIRE CHIEF
C.Deward Bentley •
•
'47- ®® M.Anthony Ballard
Claude G.Lutz
RESOLUTION FOR A SPECIAL ORDER BY CONSENT
WHEREAS: The Town of Stanley has a permit to discharge wastewater to Mauney
Creek; and
WHEREAS: This discharge is allowed under WQ/NPDES Permit No.10010036
effective 8/1/95 and scheduled to expire on 7/31/2000; and
WHEREAS: The Town of Stanley intends to make necessary improvements and/or
modifications to the wastewater treatment system;and
WHEREAS: The Town of Stanley agrees to maintain and operate the wastewater
treatment system at its maximum level of efficiency during the interim
period of the Special Order and thereafter; and
WHEREAS: The Town of Stanley has secured funding for necessary plant improve-
ments in the form of State Loans; and
WHEREAS: The Town of Stanley hereby authorizes Gail R. Brotherton,Mayor,to
sign and execute the Special Order by Consent on behalf of the Town
Town of Stanley; and
THEREFORE,BE IT RESOLVED that the Town of Stanley requests a Special
Order by Consent from the Environmental Management Commission and the Town
hereby authorizes the Mayor to sign and execute this document on behalf of the
Town.
Adopted this the 12., day of """`'e- , 1997.
Mayor
ef £. 4ri
Town Clerk
P.O. BOX 279 • 114 S. MAIN ST. • STANLEY, N.C. 28164 • 704-263-4779 • FAX [phone]

9-
State of North Carolina
Department of Environment,
Health and Natural Resources A . A
Mooresville Regional Office
James B. Hunt, Jr., Governor COE H N R
Jonathan B. Howes, Secretary
Linda Diane Long, Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
June 30, 1995
The Honorable Gail R. Brotherton, Mayor
Town of Stanley
Post Office Box 279
Stanley, North Carolina 28164
Subject: NPDES Permit No. NC0020036
Town of Stanley WWTP
Gaston County, NC
Dear Mayor Brotherton:
Our records indicate that NPDES Permit No. NC0020036 was
issued on June 26, 1995 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 4-7.
Pages 4-7 set forth the effluent limitations and monitoring
requirements for your discharge(s) . Your discharge(s) must not
exceed any of the limitations set forth. The section headed
"Monitoring Requirements" describes the measurement 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
reporting 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 forms, 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, and the
original and one copy be submitted as required.
The remaining Parts of the Permit set forth definitions,
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, bypasses, treatment unit/process failures, etc.
Also addressed are requirements for a certified wastewater
treatment plant operator if you are operating wastewater treatment
919 North Main Street,Mooresville,North Carolina 28115 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10%post-consumer paper

The Honorable Gail R. Brotherton, Mayor
June 30, 1995
Page Two
facilities. Any changes in operation of wastewater treatment
facilities, quantity and type of wastewater being treated or
discharged, 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 violation (and/or criminal penalties)
may be assessed for such violations. If you find at any time that
you are unable to comply with the terms and conditions of the
Permit, you should contact this Office immediately. A Consent
Order may be necessary while pursuing action to obtain compliance.
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 1 of the Permit. Also
note that NPDES Permits are not transferable. If you, as the
Permittee, cease to need this Permit, 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
Permit 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,
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
Enclosure
DRG:sl

v
y� F.NV;RON ,F.N N.C. DI'7I 7', I H'�if,TfI
T op
MAYOR
`C�ertt �e & NA"j;?;ZAI »I, f)jJI4'IjSTOWN MANAGER
Gail Brotherton Gary E.Parker
ESTABLISHED NOVEMBER 14, 1855
COUNCIL �/ 'EP 2 6 1995 POLICE CHIEF
Hollis P.Grindstaff , 04 9tiendly !Place' Donald R.Davis
Eugene G.Thompson DIVISION Or f;, • p; M1� trA�iA�E -
Margaret S.Green September 21, 1995 {nyT FIRE CHIEF
Daniel K.Hawley MOORE51tLE F,;.GiONAL Clink Anthony Ballard
George T.Moore
Mr. Rex Gleason
Water Quality Regional Supervisor
919 N. Main Street
Mooresville, NC 28115
Dear Mr. Gleason:
In response to your September 6, 1995 Notice of
Recommendation for Enforcement Notice of Violation Compliance
Sampling Inspection letter, I would like to make the following
comments.
A high percentage of the violations were for exceeding the
monthly average of flow to the plant. This was due mainly to the
electronic calibration of our flow measuring device. This device
is a sub-sonic flow measuring instrument which is very difficult
to maintain in proper calibration limits due to the age and
design of the instrument. This device was calibrated in April of
1995 and no flow violations have occurred since. In light of the
importance of this equipment, the calibration schedule has been
increased from yearly to twice annually.
The majority of the violations came in the month of
February. This was due to the fact that on 2/13/95, a creamy,
white substance came into the plant. This discharge was not
consistent with our normal industrial discharges. The discharge
did not upset settlebility or cause any unusual amounts of foam.
After consulting our regional director, John Lesley, and
State Pre-Treatment Director, Joe Pearce, I was advised to set up
a composite sample to retrieve data on the foreign substance
(even though all compliance monitoring requirements had been met
for the month) . These results came back with very high TSS and
BCD which caused both weekly and monthly averages to be exceeded.
The origin of this discharge is still unknown but expected to
have been an illegal discharge into an isolated manhole.
I would like to ask that consideration be taken of the fact
that the Town is working diligently in resolving the problems
that allowed these violations. The Town has just started to
implement a new pre-treatment program which will allow us to
control our industrial discharges into the plant and is currently
awaiting approval of plans to upgrade our existing plant, which
will replace a lot of the older outdated equipment and double the
capacity of treatment. Any leniency that could be allowed would
be appreciated.
P.O. BOX 279. 114 S. MAIN ST. •STANLEY, N. C. 28164.704-263-4779•FAX [phone]

Mr. Rex Gleason
Page 2
9/21/95
Thank you for your consideration in this matter, and if I
can be of further assistance or can answer any questions that may
arise please feel free to contact me at your convenience.
Sincerely,
TOWN OF STANLEY/// Q/ )
'tjf.a-eli
Gail R. Brotherton
Mayor
GRB/jc

State of North Carolina
Department of Environment,
Health and Natural Resources 46641,iplA
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p 1---1 N F l
A. Preston Howard, Jr., P.E., Director N.C. QEPT, OF
ENVIRONMENT, HEALTH,
September 30, 1996 & NATURAL RESOURCES
Gail R. Brotherton, Mayor OCT 1 1996
Town of Stanley
PO Box 279
Stanley, NC 28164 DIVISION OF ENVIR NYtENTAL t'ANAOEiIIENT
MOORESVIILE REO3UNAL OFFICE
Subject: Permit No. WQ0012834
Town of Stanley
1995 - 1996 Improvements
Sewer Extension
Gaston County
Dear Mr. Brotherton:
In accordance with your application received August 22, 1996, we are forwarding herewith Permit
No. WQ0012834 dated September 30, 1996, to the Town of Stanley for the construction and operation of
the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. 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, P.O. Drawer
27447, Raleigh, NC 276 1 1-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Andrew M. Oakley at(919) 733-5083 extension 533.
Sincerely,
2_ ,________
Preston iiik ard, Jr., P.E.
cc: Gaston County Health Department
MoorAyilk Regional Offic, .Water Oj j ection
David L. Pond, P.E.; W.K. Dickson
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone[phone] FAX[phone]
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ENV`ti.0`:'yt_INT, TIT7°r
�! A ORAL
OCT 1996
NORTH CAROLINA
DIIIS13 Of EFVI1,",7,EkiM. MAilA6E RI
YOORESVKEE pik1YAE OFFICE ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Stanley
Gaston County
FOR THE
construction and operation of approximately 3,900 linear feet of 8 inch gravity sewer, a 50 GPM pump
station with duplex pumps, high water alarms, a back-up pump and connection will be available for power
outages and approximately 238 linear feet of 2 inch force main to serve 5 two bedroom homes, and the
discharge of 1200 GPD of collected domestic wastewater into the Town of Stanley's existing sewerage
system, pursuant to the application received August 22, 1996, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment, Health and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit,the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Town of Stanley's
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this request will
be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Water Quality, in accordance with North Carolina
General Statute 143-215.6(a)to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the
pump station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover(minimum) over the force main or the use of ferrous material where three
feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions,the Permittee shall take immediate corrective action,including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number
704/663-1699, 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 either of the following:
a. Any process unit failure, due to known or unknown reasons,that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage,etc.; or
b. Any failure of a pumping station or sewer line 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
five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
2

Permit issued this the 30th day of September, 1996
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/I/ ,2_,_
,.4
Preston Mard, Jr., P.E., Director
ivision of ater Quality
By Authority of the Environmental Management Commission
Permit Number WQ0012834
3

Permit No. WQ0012834
September 30, 1996
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time)the construction of the
project, , for the
Project Na,ne Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit,the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
4

1111
GKEX88/MP 09/26/96
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 1
PERMIT--NC0020036 PIPE--001 REPORT PERIOD: 9508-9607 LOC---E
FACILITY--STANLEY, TOWN-LOLA STREET WWTP DESIGN FLOW-- .5000 CLASS--1
LOCATION--STANLY REGION/COUNTY--03 GASTON
50050 00310 00530 00610 31616 50060 00300 TGP3B
MONTH Q/MGD BOD RES/TSS NH3+NH4- FEC COLI CHLORINE DO CERI7DPF
LIMIT F .5000 F 30.00 F 30.0 F 2.00 F 200.0 NOL F 5.00
95/08 .4335 9.50 12.5 .00 56.1 .099
LIMIT F .5000 F 30.00 F 30.0 F 2 .00 F 200.0 NOL NOL
95/09 .4665 6.25 15.2 .00 9.5 .107 5.14
LIMIT F .5000 F 30.00 F 30.0 F 2 .00 F 200.0 NOL NOL NOL
95/10 .4532 5.50 5.5 .32 11.2 .104 5.60 1
LIMIT F .5000 F 30.00 F 30.0 F 4.00 F 200.0 NOL NOL NOL
95/11 .4518 11.00 24.5 .00 3.9 .076 6.06
95/12 .3970 16.00 21.0 1.66 77.5 .111 6.15
96/01 .4205 55.00F 56.5F 1.14 5694.7F .072 6.58 2
96/02 .3993 51.66F 43.6F .24 12.8 .082 6.49 2
96/03 .5020F 35.25F 38.7F .51 16.5 .121 6.42 2
LIMIT F .5000 F 30.00 F 30.0 F 2 .00 F 200.0 NOL F 5.00 NOL
96/04 .4713 13.66 24.2 .15 1.7 .113 1
LIMIT F .5000 F 30.00 F 30.0 F 2.00 F 200.0 NOL NOL NOL
96/05 .4601 7.80 14.2 .17 4.6 .104 5.37 -
96/06 .4407 6.75 11.0 .46 8.8 .644 5.17
AVERAGE .4450 ' 19.85 24.2 .42 536.1 .148 5.88 1
MAXIMUM 1.2100 82 .00 67.0 4.53 6000.0 3.000 8.80 2
MINIMUM .2400 LESSTHAN 4.0 LESSTHAN LESSTHAN .000 5.00 1
UNIT MGD MG/L MG/L MG/L #/100ML MG/L MG/L PASS/FAI

GKEX88/MP 09/26/96
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2
PERMIT--NC0020036 PIPE--001 REPORT PERIOD: 9508-9607 LOC---E
FACILITY--STANLEY, TOWN-LOLA STREET WWTP DESIGN FLOW-- .5000 CLASS--1
LOCATION--STANLY REGION/COUNTY--03 GASTON
00010 00400 00556 00600 00665 01027 01034 01042
MONTH TEMP PH OIL-GRSE TOTAL N PHOS-TOT CADMIUM CHROMIUM COPPER
LIMIT NOL 9 .0 6.0 F 30.000
95/08 24.75 7 .1-6.4
LIMIT NOL 9.0 6.0 F 30.000 NOL NOL
95/09 21.90 6.8-6.3 16.600 1.8000
LIMIT NOL 9.0 6.0 F 30.000 NOL NOL NOL NOL NOL
95/10 19.25 6.9-6.3
LIMIT NOL 9.0 6.0 F 30.000 NOL NOL NOL NOL NOL
95/11 14.55 6.9-5.9F 10.250 1.1800
95/12 10.70 6.9-6.1
96/01 8.82 7.0-6.1
96/02 9.73 7.1-6.2
96/03 11.73 7.0-6.1 7.470 2.8500
LIMIT NOL 9.0 6.0 F 30.000 NOL NOL NOL NOL NOL
96/04 14.63 7.3-5.9F
LIMIT NOL 9.0 6.0 F 30.000 NOL NOL NOL NOL NOL
96/05 19.31 6.7-5.9F 4.500 .0000 .0000 .0000
96/06 22.03 7.4-6.2 .000 6.640 1.6250 .0030 .0000 .0260
AVERAGE 16.12 2.250 10.240 1.8637 .0015 .0000 .0130
MAXIMUM 27.00 7.400 10.000 16.600 2.8500 .0030 .0260
MINIMUM 5.00 5.900 6.640 1.1800 .0030 .0260
UNIT DEG.0 SU MG/L MG/L MG/L UG/L UG/L UG/L

GKEX88/MP 09/26/96
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 3
PERMIT--NC0020036 PIPE--001 REPORT PERIOD: 9508-9607 LOC---E
FACILITY--STANLEY, TOWN-LOLA STREET WWTP DESIGN FLOW-- .5000 CLASS--1
LOCATION--STANLY REGION/COUNTY--03 GASTON
01051 01067 01092
MONTH LEAD NICKEL ZINC
LIMIT
95/08
LIMIT
95/09
LIMIT NOL NOL NOL
95/10
LIMIT NOL NOL NOL
95/11
95/12
96/01
96/02
96/03
LIMIT NOL NOL NOL
96/04
LIMIT NOL NOL NOL
96/05 .0400 .0000 .1580
96/06 .0000 .0000 .1660
AVERAGE .0200 .0000 .1620
MAXIMUM .0400 .1660
MINIMUM .0400 .1580
UNIT UG/L UG/L UG/L

State of North Carolina
Department of Environment, \tt '
Health and Natural ResourcesAt14:1?CollrA
Division of Environmental Management
James B. Hunt, Jr., Governor ,2(1iiimmimigift
Jonathan B. Howes, Secretary p E H
A. Preston Howard, Jr., P.E., Director NE3'1:1'. Or
$NVIRONIVE'N'l, r,T.,,
& NATURAT. I?:
4 \
� October 24, 1994si\(
nrr
Ms. Gail R. Brotherton
Town of Stanley Ittainiilli !;17!:i14
,
P. O. Box 279
Stanley, NC 28164
Subject: Application No. NC0020036
Stanley WWTP
Gaston County
Dear Ms. Brotherton:
The Division's Permits and Engineering Unit acknowledges receipt of your permit
application and supporting materials received on October 12, 1994. I am conducting a
detailed engineering review of this application which has been assigned the number shown
above. Please refer to this number when making inquiries on this project.
Be aware that the Division's regional office, copied below,must provide
recommendations from the Regional Supervisor for this project prior to final action by the
Division.
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 application,please contact me at the number listed below.
Sincerely,
•fay B. Lucas
Environmental Engineer
cc: Mooresville al Vie,Water Quality
Permit File
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

e
AOL<'1'1i CAZ)LI4A Uk:PT. OF .1ATUi2AL RESOURCES A,JD COMMUt4ITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSInN FOR AGENCY USE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER I I
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 DUI' THESE ITEMS.
P/ease Print or Type
1. Legal Name of Applicant •
101 Town of Stanley -
(see instructions)
2. Mailing Address of Applicant
(see Instructions) P. 0. Box 279; 230 South Main Street
Number 6 Street /02a _ -
City 1020 . Stanley
State tote North Carolina
Zip Code 102d 28164
3. Applicant's Authorized Agent
(see instructions) Gail R. Brotherton
Name and Title 101e
Mayor
Number&Street ,o,a Post Office Box 279 _' •
City 173e Stanley •
-'
State 103d North Carolina
•
. Zip Code io7e 28164
Telephone f lost 704 263-4779
Area Number
4. Previous Application Code
If a previous application for a per-
mit under the National Pollutant
Discharge Elimination System has 89 01 31
been made.give the date of
application. I 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.
Gail R. Brotherton Ioze Mayor
Printed Name of Person Signing Title
431/4,444.4/72,L194 06 05
IOZt YR MO DAY
Signature o Applicant or Authorized Agent Oats 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, repo!:=, 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, .tam.,:c' r .,rith,
or knowingly renders inaccurate any recording or monitoring device or method required be
operated or maintained under Article 21 or regulations of the Environmental Managewet
Commission implementing that Article, shall be guilty or a misdemeanor punishable by' f(r,
not to exceed $10,000, or by imprisonment not to exceed six months, or by both. (1 `) =3•l'
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.) �`

•
e.
t,FOR AGENCY USE
S. Facility(see,ns:ri.c:ions)
Give the name. ownership, and onysi.
cal location c: :ne want or other
operating facility where discharges)
presently OCC:ir(s)or will occur. Stanley Wastewater Treatment Plant
Name toga
Cwnershlp(PuDilc. Private or
8otn Public and Private). 10S0 MUB ❑PRV ❑ EPP
•
Check block it a Federal facility 1050 ❑EEO •
and give GSA Inventory Control
•
Numoer 105d
Location:
Number& Street 10&&
City lost Stanley
• Gaston •
County 1�s
North Carlin
State isss
6. Discharge to Another Municipal •
Facility(see instructions)
a. Indicate if part of your discharge 104a.. ❑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. Responsibie Organization
Receiving Discharge
Name .1040
Number S Street 10ic • '—
City 1044
•
State 104t •
Zio Code 10Sf
c. Facility Which Receives Obcharge 105s
Give:he 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 Mk • mgd •
(med) 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 loft
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 of Seasonal dis-
charges from lagoons,holding •
ponds,etc.
•
I-2

FOR AGENCY USE
. i .
•
Number Of Total Volume Discharged,
Discharge Points Million Gallons Per Day
To: Surface water 10Ta1 1 107st 0.460
Surface Im.00undment with
no Effluent 107b1 10762
Underground Percolation 10711. 10702
Well (Injection) 1074f 10742
•
Other l07e/ 107�i
Total :tern 7 10711 10713
If 'other'is specified,describe 10711
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. •
3. Intermittent Discharges •
a. Facility bypass points • • •
Indicate the number of bypass 1083.
points for the facility that are
discharge points.(see instructions) •
i .
b. Facility Overflow Points
Indicate the number of overflow IO /..�
points to a surface water for the
facility(see instructions).
c. .Seasonal or Periodic Discharge
Points Indicate the number of 108e
points where seasonal discharges
occur from holding ponds,
lagoons,etc
9. Collection System Type
Indicate the type and length(In tOsa
miles) of the collection system used
by this facility. (see instructions)
•
Separate Storm 0 SST
Separate Sanitary CRSAN
Combined Sanitary and Storm 0 CSS
Both Separate Sanitary and
Combined Sewer Systems 0 BSC
Both Separate Storm an.
Combined Sewer Systems 1 Ott ❑SSC
Length 1 4 miles
10. Municipalities or Areas Served • - Actual Population
(See Instructions) Name • Served
110a _ Town of Stanley • 3,400
110s "
v
110a > :
110s
•
110s
Total Population Served tf ` 3,400
1-3

FOR AGENCY USE
•
11. Avenge Daily Industrial Flow I I 0.110
Total estimated average daily waste iii..1 myd
flow from all industrial sources.
Note: All major industries (as defined In Section IV)
discnarging to the municipal system must be
listed In Section IV.
12. Permits,Licenses and Applications
List all existing, sending or denied permits, licenses and applications related to discharges from this facility.(see Instructions)
For Date Oats Oate ExOIravon
Issuing Agency Agency Use (Type of Permit ID Number Filed Issued Denied Oate
or License YR/MO/OA YR/MO/OA YR/MO/DA Y4/MO/OA
1121 (a) @k (c) (d? :ia.;.. ( . . 40 • (h)
1. NCDFZ4 NPDES I0070036 • 91/4/1 91/4/1 195/7/31
I I
2.
3. ' •
13. Maps and Drawings
Attach all required maps and drawings to the back of this application. (see instructions)
14. Additional Information
Item
114 Number information
•
•
!i
f
I f
.
•
•

•
STANDARD FORM A—MUNICIPAL FOR AGENCY USE
SECTION II. BASIC DISCHARGE DESCRIPTION
Corno ete this section for cacti present or proposed discharge Indicated In Section I.Items 7 and 8.that Is to.surface waters. This Includes
Ouge a treatment works
Surface waters.t Dischargespto wells mustage y be describedstems In t where there are also discharges toch the waste war does not go rsurface waters from this fac�ty. Sepaate to being Ch argeA to
descriptions of each discharge are required even if several discharges originate in the same facility. All values for an existing discharge should
be reoresentative of the twelve previous months of operation. If this is a proposed discharge,values should reflect befit engineering estimates.
ADOITICNAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INOICATEO. REFER TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
1. Discharge Serial No.and Name l
a. Discharge Serial No. I 201* W '
(see instructions) II M1�.. Creek
b. Discharge Name 291b auney
Give name of discharge. if any•
(see instructions)
c. Previous Discharge Serial No 20te •
If a previous NPOES permit
appilcatlOn was made for this ells-
charge(Item 4.Section I) provide
previous discharge serial number. •
2. Discharge Operating Dates
a. Discharge to Begin Date 202a -11
FA.--- •
If the discharge has never YR MO
occurred but Is planned for some
future date,give the date the
discharge will begin.
N/A
b. Discharge to End Oats If;tie die 292b
cnarge is scheduled to be discor► YR MO
tinued within the next 5 years.
give the date(within best estimate) •
the discharge will end. Give rea-
son in
for discontinuing this discharge
in item 17. i -
3. Discharge Location Name the
political boundaries within which Agency USA
the point of discharge Is located:
State 2934 North Carolina 26114
County 203b Gaston •
(if applicable) City or Town 2030
4. Discharge Point Description
(see Instructions)
Discharge is into(check One)
Stream(Includes ditches.arroyos. 204a USTR
and other watercourses)
Estuary ❑EST •
Lake ❑LKE
Ocean ❑OCE
Weil (Injection) 0 wEL
•
Other ❑OTH
If'other'is checked.specify type 2W
S. Discharge Point—Lat/Long.
State the precise location of the •
point of discharge to the nearest
second. (see instructions)
Latitude 2064 •3 DEG. 7 MIN. °SEC
Longitude •slim 35 OEG. 21 MIN. 45 SEC •
• 11-1 • This section contains 8 pages.

•
•
DISCHARGE SERIAL NUMBER FOR AGENCY USE
001
r _ _ 4
6. Discharge Receiving Water Name M:3lIIl�y n....�]_
Name the waterway at the point of ZOti llauac Creek
dIscnarge.(see Instructions) •
For Agency Use For Agency Use
asayorIMirsor SutBea
303e
If the discharge is through an out I 20SD
fail that extends beyond the shoreline IE '
or Is below the mean low water line, ( ,
complete Item 7.
7. Offsnore Discharge
a. Discharge Distance from Shore atm N A feet •
b. Discharge Depth Below Water
Surface 207U 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 6,9 or 10.
as applicable,and continue with item 11.
•
•
S. Bypass Discharge (see Instructions)
a. Bypass Occurrence
Check when bypass occurs ff N/A
Wet weather 20aat ❑ Yes 0 No
Dry weather ffff. Itta2 ❑Yes ❑ No
•
b. Bypass Frequency Give the
• actual Of approximate number
of bypass Incidents per year.
Wet Weather 20t*4 times per year
Dry weather 20*112 times per year
c. Bypass Duration Give the
average bypass duration In hours.
Wet weather 20101 hours
Dry weather Mot hours
•
d. Bypass Volume Give the
average volume per bypass incident,
in thousand gallons.
•
Wet weather 2tis1 thousand gallons per Incident
Dry weather 2Qttll2 thousand gallons per Incident
e. Bypass Reasons Give reasons •
•w.y bypass occurs. 20411
Proceed to Item 11. •
9. Overflow Discharge(see instructions)
a. Overflow Occurrence Check
when overflow occurs. N/A
Wet weather SOW ❑Yes ❑No
•
•
Dry weather 2t))ta2 ❑Yes ❑No
b. Overflow Frequency Give the
actual or approximate incidents
per year.
Wet weather ZEE times per year •
Dry weather 2p61!'. times per year

DISCHARGE SERIAL NUMBER FOR AGENCY USE
nni
c. Overflow Duration Give the •
average overflow duration in
hours.
Wet weather Mel hours
Dry weather MOSS Hours
d. Overflow Volume Give the
average volume per overflow
Incident In thousand gallons. •
Wet weather WWI thousand gallons per Incident •
Dry weather Melt thousand gallons per Incident
Proceed to Item 11
10. Seasonal/Periodlc Discharges • fN/A
a. Seasonal/Periodic Discharge
Frequency If discharge Is Inter- tt:da 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
Volume Give the average thousand gallons per discharge occurrence
volume per discharge occurrence •
In thousand gallons.
c. Seasonal/Periodic Discharge
Duration Give the average dura- —days •
•
Min of each discharge occurrence •
In days. •
•
d. Seasonal/Periodic Discharge
Occurrence—Months Check the EMNE, OJAN ❑FEB ❑MAR
months during the year when •
the discharge normally occurs. ❑APR 0 MAY 0JUN
❑JUL ❑AUG ❑SEP
CI OCT ❑NOV ❑DEC
11. Discharge Treatment
a. Discharge Treatment Description ..:._0
Describe waste abatement prac-
tices used on this discharge with •
a brief narrative. (See Instruc Treatment process consists of bar screen, grit
dons) 2s11e
chamber, aeration basin, secondary clarifiers,
chlorine contact basins, aerobic digester and
sludge storage basins.
•
II-3

•
DISCHARGE SERIAL NUMBER FOR AGENCY USE
001 E.
b. Discharge Treatment Codes
S' M' AS, N' P, PG, D,
Using the codes listed in Table I 2111
of the instruction Booklet. T�A/t
describe the waste abatement LNi, X, H
Processes applied to this dis •
-
charge In the order in which
they occur, If possible.
Seoarate 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 213* 0
b. Operation and Maintenance
Manual zllw ❑
13. Plant Design Data(see Instructions) •
i •
a. Plant Design Flow(mgd, Stia3 1.400 ' mgd
b. Plant Design BOO Removal (%) 2t3b 90 %
c Plant Design N Removal (%) .213it
d. Plant Design P Removal (%) ST34 % •
80
e. Plant Design SS Removal (%) 2138 %
f. Plant Began Operation (year) 213f 1968
g. Plant Last Major Revision(year) 2122 1989

• DISCHARGE SERIAL NUMBER
001 FOR AGENCY USE
14. Description of Influent and Effluent(lee Instructions)
Influent Effluent
u u a` a'
m maParameter and Code U u a s a s ,°,
ZI4 < < � 4) 2 > ° uu t-
y N M 1
c u 7 u Y f Y 1 9 .0 a. c.
• - a e e. o a 'fie e E I
< > < > ..1 < S < a < Z < no
(1) (2) o (3) (4) (5) (6) (7) I
-
Flow
Million gallons per day 0.461
50050 I
pH 0,. . -
00 00 6.1 7.5 5/7 260 t
Temperature(winter)
•
° F 59 50 46 57 5/7 260 I
7402 8
Temperature(summer)
° F 75 73 64 77 5/7 260
74027
Fecal Streptococci Bacteria
Number/100 ml
740544 .
(Provide if available)
Fecal Coliform Bacteria
Number/100 ml •
74055
(Provide if available)
Total Coliform Bacteria
Number/100 ml •
74056
4 .
. .
(Provide if available)
BOD5day • .
mg/I 331 - 13 2 • 28 2/30 24
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/I
50060
II-5

DISCHARGE SERIAL NUMBER FOR AGENCY USE
001 , _ _ _ _' .
14. Description of Influent and Effluent(see Instructions) (Continued)
Influent Effluent
a
pa i ' >,c 'Parameter and Code a, u a o o Go
aaa > > > >
— o
3 � =�< > < > � < x < w < z < cn
-(1) (2) (3) (4) (5) (6) (7)
Total Solids
mg/I _ •
00500 `
Total Dissolved Solids
mg/1 •
70300 • —
Total Suspended Solids i
•
• 217 23 9 49 2/30 24
00530
Settleable Matter(Residue) •
ml/1 .
00545
Ammonia(as N)
mg/1
00610 17 3 0.5 10.1 . 2/30 24
(Provide if available)
Kjeldahl Nitrogen
00625 — 8.6 • 1.0 14.8 2/30 24
(Provide if available)
Nitrate(as N)
mg/I
00620 —
C2rovide if available)
Nitrite(as N)
mg/1
00615 —
(Provide if available)
Phosphorus Total(as P) •
066 0 5 — 1." 0.01 1.6 2/30 24
(Provide if available)
•
Dissolved Oxygen(DO)
mg/1 4 .
00300 5.9 5.2 7.3 5/7 260

DISCHARGE SERIAL NUMBER FOR AGENCY USE
nni
1S. Additional Wastewater Characteristics
Check the box next to each parameter If It Is present In the effluent.(see Instructions)
I
Parameter Parameter H Parameter
(215) _ (215) 2 (315)
o-
Bromide Cobalt ' -Thallium
71870 . 01037 0E059
•
Chloride Chromium Titanium
00940 01034 01152
j Cyanide Copper Tin I!
100720 01042 01102I
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 01067 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 Otemical 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

•
DISCHARGE SERIAL NUMBER
001
FOR AGENCY USE
16. Plant Controls Check If the follow
Inc plant controls are available
for this dlscnarce
Alternate power source for major .:�„;,.�
pumping facility Including those
for collection system lift stations 0 APS
Alarm for power or equipment
„
fsfailurew r, .�, ALM
17. Additional Information
Item Number Information
II-8 •u.s.cOVt,N1iv1T DIItNTINc orrlc*• i'•'t A.10111.431

• STANDARD FORM A—MUNICIPAL I111II111
•
•
SECTION M. SCHEDULED IMPROVEMENTS AND SCHEDULES OF IMPLEMENTATION
Too aettron reQul►es InforroaTion M My encor ofeted t1001bf11MWJOw ettsedwre Mlth tau boon lanbeend for aineforollon Sf wane tfeatnynt
t clfrtiel. ReClrlrenlent sch.dint$wtey hove been•etabttfitq•by S I•SI•N•tM►oserel atleMMe or by earn edition. t►YOU ARE SAL/EC"TO
$EvEP.A4 OrFPE RENT IMPLEMENTAT,O0 SCHEDULES,EITHER BECAUSE OF DIFFERENT LEVELS Of AI,RMOf11TY' ItdPOSING
DIP FERENT SCHEDULES(ITEM lid ANO/OR STAGED CONSTRUCTION OF SEPARATE dE LATIDNAL UNITS MN J .StrOriT A
SEPARATE SECTION Ipl Fail SACH ONE.
1. Iw1possewlawtl R••elreo FOR AGENCV USE
r
e• attle eerie McIp �d rw MR .
AMUV►clee U 1M onene gs •
wNi.l owner's.miaow Ifs Sec.
tton if•tnat are cowered by this
Ifnprm.nt.t SOP Wheal'.
Aeth.ri Dr Iwrptpal.l RoO,IFFwesM esh
Crew the appropriate Item fndl•
catlnl toe autnorlty 101 Me trr►
plernentatlon tewadule If the
Ipentfee'IMpienlentatiOn fiche♦
Me fin been WOWS.by MOM • ..%
than one authority.voice tale
o Poroorlat.itanal UMlws. •
ltrtsttlonq
LOC.ply d.v. 0 iaed pion •bib O LOC
❑ARE
Ary..lo. Plan
arts
L ash Oven •
State app•orfd 1nitrrementatlon O SOS
ICIMOYII
F.o.rai asp•owed.ratan au,lly Owes
$tan6a•Os Ir.Ipl.rnentatrOn than
Fedora!enforcement prOta•uw. D ENtr •
or action
Stair/Court order O CRT
OPEC/
rector court ores?
c improvement Glr sertptl.h Specify the)-CMraCIM Lobe for the
General Action Celtriptlon lo Tatar tl that floss describes Use
Improrr+anit reQu'rSd by toe Impr•n.nt.tt•n eci1WVM. It brad.
Man On*sCn.dula applies t0 the facility because o1 a SUMO'CS►•
struclion schedule.Rate trio stop •f ConetruCtiOn barn,deetftOod
bore wan lam apprOptlate M^erel K1ion Coda• Orbfelt a eepe►fit•
Setup.'III for Limn stage Of ConRruttrorl planned. Alp,flat III
1M}character(SPICIIIc ActiOn)COMM wrhkn describe I*-sss•r•
detail the DOilltlon abatement*recticq teat Use 1rr1ptensootosson
Khedur moutons.
31-{haracter generai fiction
Orscrlpt.on 1110
I.S
lcnaract•r specific action
de Krletlens tN1•
j. lnr.i.nlsntatlen Schedule one 1. eat ai CONNORM Dales
Pror.oe 6s'.s'topos.d by.cfl.dull and any Sctual date.Of COnsPlMlon for IwsolonsSflt.tlen Mpg -
1•sleO DLlO* irk/Kate daIM Si IWYrat•ly es possible_ Doe trlefhlctlpst)
'more'rent/Mori Stall !- Schedule Vet fin•May) S. *char Celmpf•tlep nrr Ms Jaw)
a. PrOffrniriary DIM complete ab�b •....r�rL.�� >R� - t
a Final Dian CoInpiet. ssilr .Slab
FlosncIN complete$celntract !fN —/ / Ie• _J—�! •
a.aded•
d Situ.aoul►.d IS*E —h/ Nib /
.. pp1n construction 11Kf —/E_ war / a
I. End conttrwcti•n suit' fill
2. sow'Olsena•pe lisp /• —/ *� ^_,�
Ir
•
Ii. Op/patient),Inv att.ined eirtil, + S 4_/ter
• ti
Me aactlan contains I peas.
c►o e.s-,et

•
FOR AGENCY USE
STANDARD FORM A—MUNICIPAL
SECTION 137. 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 descrity
tion. Indicate the 4 digit Standard industrlai Classification(SIC)Code for the Industry,the major product or raw material,the flow on th,•..-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility into the municipal System. Consult 'tale
III for standard measures Of products or raw materials. (see Instructions)
1. Major Contributing Facility •
(see Instructions)
Name 401a Rubbermaid Specialty Products, Inc.
N umoer& Street 401b 1200 Hwy. 27 South .
City 401c Stanley —
•
County 4010 Gaston • - _
_ -State 4014 North Carolina
Zip Code 401 f 28164
2. Primary Standard Industrial 402 3089
Classification Code (see •
•
instructions)
Units(See
3. Principal Product or Raw Quantity Table ill)R
Material (see Instructions) Polypropylene Outdoor
zt`j Product 403a rrnl'tUre �- ;• �4030
Raw Material 403b i r�x
..• ••
•
4. Flow indicate the volume of water 10.0
discharged into the municipal Sys 4044 thousand gallons per day
tern In thousand gallons par day
and whether this discharge is Inter- 404p 0 intermittent(int)DContinuous(con)
mittent or continuous.
S. Pretreatment Provided Indicate if 405 ❑Yes I]ND
pretreatment is provided prior t0 •
entering the municipal system
4. Characteristics of Wastewater
(see instructions)
Parameter I
Name
a Parameter I I
Numberi I
404b value I ,
IV-1 This section contains 1 page.
GP sa5-7011

•
POR AGENCY USE
STANDARD FORM A—MUNICIPAL 1
1 I
SECTION L4. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each miller 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)Coo*for the Industry.the major product or raw material.the flow(in thi...-
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility into the municipal system. Consult 'ibis
III for standard measures or products or raw materials. (see instructions)
1• Major Contributing Facility •
(see Instructions)
Name 401 a J. P. S. Converter & Industrial Corp.
Number& Street 401P 357 North Main Street _
City 401c Stanley
•
County 401d Gaston .
State 401• North Carolina
Zip Code 401f 28164
2. Primary Standard Industrial 402 2181
Classification Code (see •
•
instructions)
Units(See
3. Principal Product or Raw Quantity Table Ill)
Material (see Instructions) Manufacturing
Product 403a Yarn Manufacturing ) vso2e
Raw Material 403b 4�7ei' 4021,
•
•
4. Flow Indicate the volume of water 12.2
discharged into the municipal sys- 404a thousand gallons per day
tern In thousand gallons per day
and whether this discharge Is Inter- 404b 0Intermittent(Int)MContinuous(con)
mittent or continuous.
S. Pretreatment Provided indicate if 405 0Yes (E}No
•
pretreatment is provided prior 10
entenng the municipal system
•
C. C terlatics of Wastewater
(see instructions)
Parameter I I
Name
40eia Parameter 1 I
Numberi I
404b Value J I
[ I •
IV-1 • This section contains t page.
GPO ees•roe

•
•
•
FOR AGENCY USE •'
STANDARD FORM A—MUNICIPAL •
J
SECTION L4. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
SuOmit 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 mator product or raw material, the flow(in ttli•..•
sand gallons per day), and the characteristics Of the wastewater discharged from the Industrial facility into the municipal system. Consult 'sole
Ill for standard measures of produce or raw materials. (see Instructions)
1. Major Contributing Facility •
(see Instructions) n^ County
.. �L� Co.Name ♦01a Gaston Co1•nnty Dyeing machine Co
Numperb Street 401b 200 South Main Street
City 401c Stanley •
County 401d Gaston
State 401e North Carolina
21p Code 401f 28164
2. Primary Standard Industrial 4023
Classification Code (see
Instructions)
Units(See
3. Principal Product or Raw Quantity Tattle III)
Material (see Instructions)
Stainless Steel Product 403a � -: ,
Fabrication
Raw Material 403b • �t.. .40N
r. • ..
4. Flow Indicate the volume of water 47 discharged into the municipal iyt .
404a thousand gallons Per day
tern In thousand gallons per day
and whether this discharge Is Inter. 404b 0 Intermittent(Int)C ontinuous(con)
mittent or Continuous.
S. Pretreatment Provided Indicate if 403 O Yes Q io
pretreatment is provided Prior to •
entering the municipal system
C. C teristics o1 Wastewater
(see instructions) '
parameter I I
Name
404a Parameter 1 I
i I
Number
40ib Value J I
i I
IV-1 • This section contains ! page.
GPO sas.7oa

FOR AGENCY USE
STANDARD FORM A—MUNICIPAL 1
SECTION IV. 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 faClllt%descnp-
lion. indicate the 4 digit Standard industrial Classification(SIC)Code for the industry.the major product or raw material, the flow(in thi•..•
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult :tole
III for standard measures of products or raw materials, (see Instructions)
1• Major Contributing Facility •
(see instructions)
Name 401 a Dellinger / Technolab, Inc.
Number& Street 401b P. 0. Box 537
—
City 401c Stanley
•
County 401d Gaston .
State 401e North Carolina •
•
Zip Code 401f 28164
2. Primary Standard Industrial 402 3569 .
Classification Code (see
instructions)
Units(See
3. Principal Product or Raw Quantity Table ill)
Material (see instructions)
Product 403a Ind'!aril a1 Pi 1 tprs sqs_ 'sons
Raw Material 403b Sheet Metals, Fabrics F4434c ,.fix
& Fiberglass h
•
4. Flow Indicate the volume of water 2.5
discharged into the municipal Sys 404a thousand gallons per day
tern In thousand gallons per day
and whether this discharge Is Inter- 404b CI Intermittent(Intl Continuous(Con)
mlttent or continuous.
S. Pretreatment Provided indicate if 405 0Yes 274.2
pretreatment is provided prior to
entering the municipal system •
•
•
S. Ch terlsties of Wastewater
(See instructions) •
•
•
Parameter I
Name
40ia Parameter 1 I
Number t
•
404b Value I ,
•
IV-•I • This section contains I
page.
CPO 483.706

.
FOR AGENCY USE
STANDARD FORM A—MUNICIPAL I 1 I
SECTION IY. 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 minor product or raw material,the flow(in th.•..•
sand gallons per day),and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult 'sole
ill for standard measures of products or raw materials. (see Instructions)
1. Major Contributing Facility •
(see Instructions)
Name 401a Talon. Inc.
•
Road .
Number6 Street 401b 500.....nl7 5 •
City 401c Sttaey —
_
County 401d Gaston
•
State 401e North Carolina
—
Zip Code 4011 28164
2. Primary Standard Industrial 402 3965
Classification Code (see •
Instructions)
Units(See
3. Principal Product or Raw Quantity Table ill)
Material (see instructions) Manufacturer 403a Zipper Manufacturer ` I- �
Raw Materiai 403b Yarn 8t lon : >.
Resin
•
4. Flow indicate the volume of water
discharged into the municipal sys. 404a 17.9 thousand gallons Per day
tern In thousand gallons tsar day
and whether this discharge Is inter- 404b 0 Intermittent(Int)( Continuous(con)
mittent or continuous.
3. Pretreatment Provided Indicate if 403 0Yes Lit"
Pretreatment is Ores/Wed prior to •
entering the municipal system
•
G. Characteristics of Wastewater
(see instructions)
Pirimetef I i
Name I
4.04a Parameter 1
Numper
404b Value• I I
IV•1 • This section contains I page.
GPO edS.7oe

•
FOR AGENCY USE
STANDARD FORM A—MUNICIPAL I
SECTION 13T. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial faculty discharging to the municipal system.using a separate Section IV for each facility desGr-
lion. indicate the 4 digit Standard Industrial Classification(SIC)Code for the Industry,the maid/product or raw material,the flow tin th,•..-
sand gallons per day).and the characteristics of the wastewater discharged from the Industrial facility Into the municipal System. Consult tole
III for standard measures of products or raw materials. (see Instructions)
1. Major Contributing Facility •
(see Instructions) Beltex Corp.
Name 401a —•
Numoer6 Street 401b
103 Durham Road _
-
City 401c Stanley
County 401d Gaston
State 401e North Carolina - —
'
Zip Code 401 f 28164
2. Primary Standard Industrial 402 •
Classification Code (see •
instructions)
Units(See
3. Principal Product or Raw Quantity Table 11l)
Material (see Instructions)
T—Shirts
Product 403a • AIM, ..40.30
N'
Raw Material 403b •
;'4iid. > lf
I. .fd
•
4. Flow Indicate the volume of water
discharged into the municipal fy:- 404a 3.0 thousand gallons per day •
tern In thousand gallons per day
and whether this discharge Is Inter- 404b 0 Intermittent(Int)CYContlnuous(con)
mlttent or continuous.
S. Pretreatment Provided Indicate if 405 Yes X]rye
pretreatment is provided prior to
•
entenng the municipal system
•
•
G. Charact cs of Wastewater
(see instructions)
•
Parameter I I
Name
40aa Parameter 1 I
Number
404b Value i 1
•
IV•l • This section contains 1 page.
GPO e6s•7oe

- 1 I. .I
FOR AGENCY USE
STANDARD FORM A—MUNICIPAL i •
` I
SECTION LV. 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 indust►y,the major product or raw material, the flow(in th....•
sand gallons per day). and the characteristics of the wastewater discharged from the industrial facility Into the municipal System. Consult ' sole
III for standard measures of products or raw materials. (see Instructions)
I. Major Contributing Facility •
(see instructions) Walkisoft USA
Name 401a _•__
N umoer& Street 401b 100 j Drive
City 401c Mt. Holly
•
County 401d Gaston .•
State sot• NC•. —
•
21000de 4o1f 7f1170
2. Primary Standard Industrial 402 2676
Classification Code (see
Instructions)
Units(See
3. Principal Product or Raw Quantity Table 111)
Material (see Instructions)
Product 403a Air 1 ai d Paper 4.
as: sons
Manufacturer
Raw Material 403b 'fix
e.
4, Flow Indicate the volume Of water Apnrs (]
discharged into the municipal Sys- 404a 80.9 thousand gallons per day
tern In thousand gallons Der day
and whether this dlscnarge Is Inter- 404b 0 Intermittent(Int)a Contlnu ous(con)
mittent or continuous.
S. Pretreatment Provided Indicate if 405Y•s CINO
pretreatment is provided Drier t0 I •
•
entering the municipal system
•
G. Characteristics of Wastewater
(see instructions)
iParameter I i
Name
404a Parameter I I
Nu m bar1 i
40ib Value I
i I '
•
Iv-1 • This section contains I page.
cro 41e5.70e

FOR AGENCY USE
STANDARD FORM A—MUNICIPAL 1 I
SECTION LY. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of eacn major Industrial faculty 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 th....•
sand gallons per day),and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult ' lisle
iii for standard measures of products or raw materials. (see Instructions)
1. Maier Contributing Facility •
(see Instructions) //��,��,,�
Name 401a Queens Croup, Inc.
—
1101 Highway 27 South
Numbere. Street 40lb
—
City 401c Stanley
County 401d Gaston
State 401. North Carolina
—
•
zip Code 401 f 28164
2657
2. Primary Standard Industrial 402
Classification Code (see •
instructions)
Units(See
3. Principal Product or Raw Quantity Table 111)
Material (see instructions) anu u.���
Product 403a i acture Printed ? `.
Paperboard Cartons
Raw Material 403b •
i.4O
•
4. Flow indicate the volume of water 1.2
discharged into the municipal Sys- 404a thousand gallons per day
tern In thousand gallons per day
and whether this discharge is Inter- 404b D Intermittent(Int) Continuous(con)
mittent or continuous.
S. Pretreatment Provided Indicate if 405 DYes glNo
pretreatment is Provided prior to I •
entering the municipal system
•
S. Characteristics of Wastewater
(see instructions)
Parameter I
Name
40sa Parameter 1 I
Nmber
40eib Value
u I I
IV-1 • This section contains I page.
GP ees.>'oe

FOR AGENCY USE •'
STANDARD FORM A—MUNICIPAL 1 1 I
SECTION 127. 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 ClassIficatlon(SIC)Code for the industry,the major product or raw material, the flow(in th....-
sand gallons per day), and the Characteristics of the wastewater discharged from the Industrial facility into the municipal system. Consult :sole
III for standard measures of products or raw materials. (see Instructions)
1• Major Contributing Facility •
(see Instructions)
Name 401a H. M. Craig Metal & Supply Co., Inc.
Number& Street 401b 102 Thompson Street .
—
City 401c Stanley
-
County 401d Gaston
State 401e North Carolina
•
Zip Code 401 f 28164
2. Primary Standard Industrial 402 50-51, 50 85
Classification Code (see
instructions)
Units(See
3. Principal Product or Raw Quantity Table lil)
Material (see Instructions)
Product 403a Distributor of Pipe, ,.,
Fittings, & Valves
Raw Material 403b 4434 r46x
4. Flow Indicate the volume of water /� /�
discharged into the municipal Sys- 404a 0.05 thousand gallons per day
tern In thousand gallons per day
and whether this discharge Is Inter- 404b Q intermittent(Int))ontlnuous(con)
mittent or continuous.
S. Pretreatment Provided Indicate if 405 ❑Yes 0
pretreatment is provided prior to
entenng the municipal system
•
•
4. terlstics of Wastewater
(see instructions)
Parameter I
Name
4Qea Parameter 1 I ,
Number
4044 Value 1
i I
IV-1 • This section contain 1 page.
GPO ses.>'aa

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STANLEY W.W,T.P
LOCATION MAP
NOT TO SCALE FIGURE I
8tig)4�

s. State of North Carolina NC DEPT.or ENVIRON!.1E;;T
Department of Environment "hr+ A REsciuRc"
rifO fAL OFFICE
and Natural Resources
Division of Water Quality
JUL 2 3 2001
Michael F. Easley Governor NcDENIRWilliam G. Ross, Jr., Secretary
Kerr T. Stevens, Director
WATER QUALITY SECTION
July 13,2001
Mr. Gary Parker -
Town Manager
114 S.Main Street
Stanley,North Carolina 28164
Subject: Issuance of NPDES Permit NC0020036
Stanley WWTP
Gaston County
Dear Mr.Parker:
Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly,we are
forwarding the attached NPDES discharge 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 U.S. Environmental Protection Agency
dated May 9,1994(or as subsequently amended).
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(6714 Mail Service Center,Raleigh,North Carolina 27699-6714). Unless such demand is
made,this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain other
permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources,the
Coastal Area Management Act or any other Federal or Local governmental permit that may be required.
During the public comment period the Division received several comments to the draft NPDES permit. Enclosed is a
copy of a letter,sent to the Lake Wylie Cove Keepers,meant to address the comments received concerning the Town of Stanley's
NPDES permit. If you have any questions concerning this permit,please contact Michael Myers at telephone number(919)733-
5083,extension 508.
Sincerely,
Original Signed By
David A. Goodrich
Kerr T.Stevens
cc: 01111.0111.1.11.1111111111.1111.11
Point Source Compliance Enforcement Unit -
Technical Assistance&Certification Unit
Aquatic Toxicology Unit
Central Files
NPDES Files
Donna Lisenby/Catawba RIVERKEEPER®
Jeff Lowe/Lake Wylie Cove Keepers
1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1617-TELEPHONE [phone]/FAX [phone]
AN EQUAL OPPORTUNITY AFFIRMATIVE ACTION EMPLOYER-50%RECYCLED/ 10%POST-CONSUMER PAPER
VISIT US ON THE INTERNET©http://h2o.enr.state.nc.us/NPDES

Town of Stanley WWTP
Permit NC0020036
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1,other lawful standards and regulations
promulgated and adopted by the North Carolina Environmental Management Commission,and the Federal Water
Pollution Control Act,as amended,the
Town of Stanley
is hereby authorized to discharge wastewater from a facility located at the
Stanley WWTP
109 Lola Street
Stanley
Gaston County
to receiving waters designated as Mauney Creek in the Catawba River Basin in accordance with effluent limitations,
monitoring requirements,and other conditions set forth in Parts I,II,III and IV hereof.
This permit shall become effective August 1, 2001.
This permit and authorization to discharge shall expire at midnight on July 31, 2005.
Signed this day July 13,2001.
Original Signed By
David A. Goodrich
Kerr T. Stevens,Director
Division of Water Quality
By Authority of the Environmental Management Commission

Town of Stanley
W WTP
*A.`'Permit NC0020036
SUPPLEMENT TO PERMIT COVER SHEET
The Town of Stanley is hereby authorized to:
1. Continue operation of a 0.5 MGD wastewater treatment system consisting of the following
treatment components:
• Bar screen
• Two mechanical aeration basins
• Two secondary clarifiers
• Chlorine Contact basin
• Aerated sludge storage basin
• Aerobic sludge digester
The facility is located off Lola Street in Stanley at the Stanley WWTP in Gaston County.
2. After receiving an Authorization to Construct from the Division of Water Quality expand the
capacity of the treatment plant to 1.0 MGD.
3. Discharge treated wastewater from said treatment works at the location specified on the attached
map through outfall 001 into Mauney Creek, classified WS-IV waters in the Catawba River Basin.

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Latitude: 35°21'46 Sub Basin: 03-08-35 -° ,• • "
Longitude: 81°07'00"
Location
Quad!1: F 14 SE(Mount Holly)
Stream Class: WS-IV
Receiving Stream: Mauney Creek n„th,
Town of Stanley
Permitted Flow: 0.5 MGD and 1.0 MGD Gaston CNC002 0 County
County

Town of Stanley WWTP
•
Permit NC0020036
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (0.5 MGD)
During the period beginning on the effective date of the permit and lasting until expansion beyond 0.5 MGD or
expiration, the Permittee is authorized to discharge treated wastewater from outfall 001. Such discharges shall be
limited and monitored by the Permittee as specified below:
Effluent Characteristics ' Limits Monitoring Requirements
, Monthly Weekly Daily Measurement Sample Sample Locationl
Average • , Average_ Average Frequency Type
Flow 0.5 MGD Continuous Recording Influent or Effluent
BOD,5-day,20°C2 30.0 mg/L 45.0 mg/L Weekly Composite Influent&Effluent
Total Suspended Residue2 30.0 mg/L 45.0 mg/L Weekly Composite Influent&Effluent
NH3-N(Summer3) 2.0 mg/L Weekly Composite Effluent
NH3-N(Winters) 4.0 mg/L Weekly Composite Effluent
Oil and Grease 30.0 mg/L 60.0 mg/L Weekly Grab Effluent
Fecal Coliform 200/100m1 ' 400/100m1 Weekly Grab Effluent
Dissolved Oxygen 6.0 mg/L Weekly Grab Effluent
Temperature Weekly Grab Effluent
pH4 Weekly Grab Effluent
Total Residual Chlorine 2/Week Grab Effluent
Chromium Monthly Composite Effluent
Copper Monthly Composite Effluent
Lead Monthly Composite Effluent
Zinc Monthly Composite Effluent
Total Nitrogen No Effluent Limit Quarterly Composite Effluent
(NO2-N+NO3-N+TKN)
Total Phosphorus No Effluent Limit Quarterly Composite Effluent
Chronic Toxicity5 Quarterly Composite Effluent
Dissolved Oxygen Weekly Grab U,D
Fecal Coliform Weekly Grab U,D
Temperature Weekly Grab U,D
Conductivity Weekly Grab U,D
Footnotes:
1. U = Upstream at least 50 feet from the outfall. D =Downstream at NCSR 1827.
2. The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15%of the respective
influent value (i.e.85%Removal).
3. Summer is defined as April 1 through October 31. Winter is defined as November 1 through March 31.
4. The pH of the effluent shall not be less than 6.0 nor greater than 9.0(on the standard units scale).
5. Chronic Toxicity(Ceriodaphnia) at 65.4%:January,April,July and October(see Part I.A. (3.)).
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Definitions: .
MGD—Million gallons per day mg/L—Milligram per liter
BOD—Biochemical Oxygen Demand µg/L—Micrograms per liter
ml—Milliliter

Town of Stanley WWTP
Permit NC0020036
•
A. (2.) EFFLUENT LIMITATIONS AND MONITORING.REQUIREMENTS (1.0 MGD)_, ..
During the period beginning upon expansion beyond 0.5 MGD and lasting until expiration,the Permittee is
authorized to discharge treated wastewater from outfall 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
7Effliiinf Characteristics Limits: Monitoring Requirements
Monthly Weekly Daily, Measurement Sample..` ..SampleLocationl
• Average • Average Average -Frequency Type
Flow 1.0 MGD Continuous Recording Influent or Effluent
BOD,5-day,20°C(summer)2.3 14.0 mg/L 21.0 mg/L 31Week Composite Influent&Effluent
BOD,5-day,20°C(Winter)2.3 28.0 mg/L 42.0 mg/L 3/Week Composite Influent&Effluent
Total Suspended Residue2 30.0 mg/L 45.0 mg/L 3/Week Composite Influent&Effluent
NH3-N(Summer3) 1.2 mg/L 3/Week Composite Effluent
NH3-N(Winters) 2.5 mg/L 3/Week Composite Effluent
Oil and Grease 30.0 mg/L 60.0 mg/L 3/Week Grab Effluent
Fecal Coliform 200/100m1 400/100m1 3/Week Grab Effluent
Total Residual Chlorine 22.0 µg/L 3/Week Grab Effluent
Dissolved Oxygen 6.0 mg/L 3/Week Grab Effluent
Temperature 3/Week Grab Effluent
pH4 3/Week Grab Effluent
Chromium 2/Month Composite Effluent
Copper 2/Month Composite Effluent
Lead 2/Month Composite Effluent
Zinc 2/Month Composite Effluent
Total Nitrogen No Effluent Limit Monthly Composite Effluent
(NO2-N+NO3-N+TKN)
Total Phosphorus No Effluent Limit Monthly Composite Effluent
Chronic Toxicity5 Quarterly Composite Effluent
Dissolved Oxygen6 3/Week Grab U,D
Fecal Coliform6 3/Week Grab U,D
Temperatures 3/Week Grab U, D
Conductivity6 - 3/Week Grab U, D
Footnotes:
1. U =Upstream at least 50 feet from the outfall. D =Downstream at NCSR 1827.
2. The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15%of the respective
influent value(i.e. 85%Removal).
3. Summer is defined as April 1 through October 31. Winter is defined as November 1 through March 31.
4. The pH of the effluent shall not be less than 6.0 nor greater than 9.0(on the standard units scale).
5. Chronic Toxicity(Ceriodaphnia)at 79%:January,April,July and October(see Part I.A. (4.)).
6. Upstream and downstream monitoring shall be conducted 3/week during June,July,August,and September,and once per
week the remaining months of the calendar year. _
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Definitions:
MGD—Million gallons per day mg/L—Milligram per liter
BOD—Biochemical Oxygen Demand µg/L—Micrograms per liter
ml—Milliliter

Town of Stanley WWTP
Permit NC0020036
•
•
A. (3.) QUARTERLY CHRONIC;TOXICITY PERMIT LIMIT;(0.5 MGD)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 65.4%.
The permit holder shall perform at a minimum,quarterly monitoring using test procedures outlined in the"North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure,"Revised February 1998,or subsequent versions or
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised-February 1998) or subsequent
versions.The tests will be performed during the months ofJanuary,April,July,October.Effluent sampling for this
testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit limit,
then multiple-concentration testing shall be performed at a minimum,in each of the two following months as
described in"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised-February 1998) or
subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of reproduction or survival.The definition of"detectable impairment,"collection
methods,exposure regimes,and further statistical methods are specified in the"North Carolina Phase II Chronic
Whole Effluent Toxicity Test Procedure" (Revised-February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed,using the parameter code TGP3B for the
pass/fail results and THP3B for the Chronic Value.Additionally,DWQ Form AT-3 (original) is to be sent to the
following address:
Attention: NC DENR/ DWQ /Environmental Sciences Branch
1621 Mail Service Center
Raleigh,North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30 days
after the end of the reporting period for which the report is made.
Test data shall be complete,accurate,include all supporting chemical/physical measurements and all
concentration/response data,and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required,the
permittee will complete the information located at the top of the aquatic toxicity(AT) test form indicating the facility
name,permit number,pipe number, county,and the month/year of the report with the notation of"No Flow"in the
comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the address cited
above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required,monitoring will be
required during the following month. -
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water
Quality indicate potential impacts to the receiving stream, this permit may be re-opened and modified to include
alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document,such as minimum control organism
survival,minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid
test and will require immediate follow-up testing to be completed no later than the last day of the month following the
month of the initial monitoring.

Town of Stanley WWTP
• Permit NC0020036
A. (4.) QUARTERLY CHRONIC TOXICITY PERMIT.LIMIT (1.0 MGD)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 79%.
The permit holder shall perform at a minimum,quarterly monitoring using test procedures outlined in the"North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure,"Revised February 1998,or subsequent versions or
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"(Revised-February 1998) or subsequent
versions.The tests will be performed during the months ofJanuary,April,July,October.Effluent sampling for this
testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit limit,
then multiple-concentration testing shall be performed at a minimum,in each of the two following months as
described in"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised-February 1998) or
subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of reproduction or survival.The definition of"detectable impairment,"collection
methods,exposure regimes,and further statistical methods are specified in the "North Carolina Phase II Chronic
Whole Effluent Toxicity Test Procedure" (Revised-February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed,using the parameter code TGP3B for the
pass/fail results and THP3B for the Chronic Value.Additionally,DWQ Form AT-3 (original) is to be sent to the
following address:
Attention: NC DENR /DWQ / Environmental Sciences Branch
1621 Mail Service Center
Raleigh,North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30 days
after the end of the reporting period for which the report is made.
Test data shall be complete, accurate,include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required,the
permittee will complete the information located at the top of the aquatic toxicity(AT) test form indicating the facility
name,permit number,pipe number,county,and the month/year of the report with the notation of"No Flow"in the
comment area of the form.The report shall be submitted to the Environmental Sciences Branch at the address cited
above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required,monitoring will be
required during the following month. -
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water
Quality indicate potential impacts to the receiving stream, this permit may be re-opened and modified to include
alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document,such as minimum control organism
survival,minimum control organism reproduction,and appropriate environmental controls, shall constitute an invalid
test and will require immediate follow-up testing to be completed no later than the last day of the month following the
month of the initial monitoring.

PART I
(continued)
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 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
STANDARD CONDITIONS FOR NPDES PERMITS •
SECTION A. DEFINITIONS
1. Permit Issuing Authority: The Director of the Division of Water Quality.
2. DEM or"the Division" Means the Division of Water Quality, Department of Environment 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.
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.

Part II
Page 2 of 11
6.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 (aci8hted
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.
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 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

Part II
Page 3 of 11
8. a. (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 (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. 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.

Part II
Page 4 of 11
1.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 pcnaiiics of $2,500 (U $23,000 per day of violation, or in iiiri: n::l:nt f. r nun nknc (I lli;i
- both. Any per: :a v ' violates permit condi:i,: . e1 to criniin:11 penaides , -
$5,000 to $50,000 per clay of v )!a; ,;i,ur imp ,nment for not in, than 3 years, !,"th. Also
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. 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 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. 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.

Part II
Page 5 of 11
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 dctcrwinte whether cause exists for ni��iii j�;��, 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.
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. 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:
(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.
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."

•
Part II
Page 6 of 11
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 plannrcl
permit C '.'..
13. Pe: i _�iiticatiun.Revocati, n at•,_' r :,rc_or Tcrmin:tti•,n
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 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.
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 NCAC Chapter 8G .0200. 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,NCAC Chapter 8G .0200. 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.
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.

Part lI
Page 7 of 11
4. b. Bypass not exceeding limitations.
Tlie put-mince nay allow any lr,pass to occur
anly if it also is forf-tr uttli tcnance to asset '
•:oilS of Paragraphs c. at!11 J. ,,f tLi 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;
(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. 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.

• Part 11
Page 8 of 11
• 6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
u, '. materials Stary United
>l,.al Conti)i\ "-I' ail e>,i iin• t i;ui ,.. \\;I L.
40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/dishusal ut 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. 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:
NC DENR/ Division of Water Quality/Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
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 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.

Part II •
Page 9 of 11
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
11i:-,), 33 USC 1314, of ..,. , ' l'���..��:_�;.
of sliid c u:,_
3,unless other test proced,_. Jeen specified in this i .
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.
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.

• Part II
Page 10 of 11
SECTION E REPORTING REQUIREMENTS
('hange in Discharge
of any pollutant identified in this 1• 'cluently than •
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.
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 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.

Part II •
Page 11of11
6.b. The following shall be included as information which must be reported within 24 hours under this paragraph:
•
ct '11
(3) Violation of a maxinuuu daily dicli.t: e limitation for any of the poll.;.. r 1.1 t?
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 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.
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 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 Water Quality. 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 III
OTHER REQUIREMENTS
A. Requirements for Control of Pollutants Attribute 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 40 CFR 261.21;
b. Pollutants which will cause corrosive structural damage to the POTW, but in no case Discharges with pH lower
than 5.0,unless the works is specifically designed to accommodate such Discharges;
c. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the POTW resulting in
Interference;
d. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow rate and/or
pollutant concentration which will cause Interference with the POTW;
e. Heat in amounts which will inhibit biological activity in the POTW resulting in Interference,but in no case heat in
such quantities that the temperature at the POTW Treatment Plant exceeds 40°C(104°F)unless the Division,upon
request of the POTW,approves alternate temperature limits;
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 a 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.
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 l5A
NCAC 2H .0907(a)or modify an existing Pretreatment Program per 15A 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 Requirements
Under authority of sections 307(b) and (c) and 402(6)(8) of the Clean Water Act and implementing regulations 40 CFR Part
403,North Carolina General Statute 143-215.3 (14) and implementing regulations 15A 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 permit.
Part III Page 1 of 4

PART III •
OTHER REQUIREMENTS
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 15A NCAC 2H .0900, and the
legal authorities,policies,procedures,and financial provisions contained in its pretreatment program submission and Division
approved modifications there of. Such operation shall include but is not limited to the implementation of the following
conditions and requirements:
1. Sewer Use Ordinance(SUO)
The permittee shall maintain adequate legal authority to implement its approved pretreatment program.
2. Industrial Waste Survey(IWS)
The permittee shall update its Industrial Waste Survey (IWS) of all users of the sewer collection system at least once
every five years.
3. Monitoring Plan
The permittee shall implement a Division approved Monitoring Plan for the collection of facility specific data to be
used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific pretreatment local
limits.
4. Headworks Analysis(HWA)and Local Limits
The permittee shall obtain Division approval of a Headworks Analysis (HWA) at least once every five years, and as
required by the Division. The permittee shall develop,in accordance with 40 CFR 403.5(c)and 15A NCAC 2H.0909,
specific Local Limits to implement the prohibitions listed in 40 CFR 403.5(a) and(b)and 15A NCAC 2H.0909.
5. Industrial User Pretreatment Permits(IUP)&Allocation Tables
In accordance with NCGS 143-215.1,the permittee shall issue to all significant industrial users,permits for operation
of pretreatment equipment and discharge to the permittee's treatment works. These permits shall contain limitations,
sampling protocols,reporting requirements,appropriate standard and special conditions,and compliance schedules as
necessary for the installation of treatment and control technologies to assure that their wastewater discharge will meet
all applicable pretreatment standards and requirements. The permittee shall maintain a current Allocation Table (AT)
which summarizes the results of the Headworks Analysis (HWA) and the limits from all Industrial User Pretreatment
Permits (IUP). Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA.
6. Authorization to Construct(A to C)
The permittee shall ensure that an Authorization to Construct (A to C) is issued to all applicable industrial users for
the construction or modification of any pretreatment facility. Prior to the issuance of an Authorization to Construct
(A to C),the proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit(IUP)limitations.
7. POTW Inspection&Monitoring of their SIUs
The permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division approved
pretreatment program in order to determine,independent of information supplied by industrial users,compliance with
applicable pretreatment standards. The permittee must:
7a. Inspect all Significant Industrial Users(SIUs)at least once per calendar year;and
7b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit-limited
pollutants,once during the period from January 1 through June 30 and once during the period from July 1
through December 31,except for organic compounds which shall be sampled once per calendar year;
Part III Page 2 of 4

I• PART III
OTHER REQUIREMENTS
8. SIU Self Monitoring and Reporting
The permittee shall require all industrial users to comply with the applicable monitoring and reporting requirements
outlined in the Division approved pretreatment program, the industry's pretreatment permit, or in 15A NCAC 2H
.0908.
9. Enforcement Response Plan(ERP)
The permittee shall enforce and obtain appropriate remedies for violations of all 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 15A NCAC 2H .0909, and specific local limitations. All enforcement actions shall be
consistent with the Enforcement Response Plan(ERP)approved by the Division.
10. Pretreatment Annual Reports(PAR)
The permittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting annual
reports, Modified Pretreatment Programs developed under 15A NCAC 2H .0904 (b) may be required to meet with
Division personnel periodically to discuss enforcement of pretreatment requirements and other pretreatment
implementation issues.
For all other active pretreatment programs, the permittee shall submit two copies of a Pretreatment Annual Report
(PAR)describing its pretreatment activities over the previous twelve months to the Division at the following address:
NC DENR/ DWQ/Pretreatment Unit
1617 Mail Service Center
RALEIGH,NC 27699-1617
These reports shall be submitted according to a schedule established by the Director and shall contain the following:
a.) Narrative
A brief discussion of reasons for,status of,and actions taken for all Significant Industrial Users(SIUs)
in Significant Non-Compliance(SNC);
b.) Pretreatment Program Summary(PPS)
A pretreatment program summary(PPS)on specific forms approved by the Division;
c.) Significant Non-Compliance Report(SNCR)
The nature of the violations and the actions taken or proposed to correct the violations on specific
forms approved by the Division;
d.) Industrial Data Summary Forms(IDSF).
Monitoring data from samples collected by both the POTW and the Significant Industrial User(SIU).
These analytical results must be reported on Industrial Data Summary Forms(IDSF)or other specific
format approved by the Division;
e.) Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules, public
notice of SIUs in SNC,and any other information,upon request,which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The permittee shall publish annually a list of Significant Industrial Users (SIUs) that were in Significant Non-
Compliance (SNC) as defined in the permittee's Division approved Sewer Use Ordinance with applicable pretreatment
requirements and standards during the previous twelve month period. This list shall be published within four months
of the applicable twelve-month period.
12. Record Keeping
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.
Part III Page 3 of 4

PART III ,
OTHER REQUIREMENTS
13. Funding and Financial Report
The permittee shall maintain adequate funding and staffing levels to accomplish the objectives of its approved
pretreatment program.
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications, POTW
monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be considered a
permit modification and shall be governed by 15 NCAC 2H.0114 and 15A NCAC 2H.0907.
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 Water Quality 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 Water Quality, 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.
F. 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.
Part III Page 4 of 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.

Department of Environment and Natural Resources �w�rFgo
Division of Water Quality fjs ti
Fact Sheet For NPDES Permit NC0020036
Facility Information
Applicant/Facility Name4: Town of Stanley
Applicant Address4: 114 S. Main St.,Stanley
Facility Address4: 109 Lola Street,Stanley
Permitted Flowz4'7: Phased limits- existing 0,5 MGD;build out 1.0 MGD
Type of Waste2,4'7: Domestic wastewater with one industry
Facility/Permit Status4: Renewal
Countyz4'7: Gaston
Miscellaneous
Receiving Steamy!: Mauney Creek
Stream Classification).2: WS-IV
303(d) Listed?5: Yes
Subbasin2: 03-08-35
Drainage Area (mi2): [calculated] 2.47 mi2
Summer 7Q10 (cfs)6: 0.41 cfs
Winter 7Q10 (cfs)6: 0.47 cfs / S 4/7 (�
Average Flow (cfs)6: / J
IWC (%): 69.4% 0.5 MGD and 79% @ 1.0 MGD
Primary SIC Code: 2
Regional Office: Mooresville
USGS Topo Quad: F 14 SE- Mount Holly
Permit Writer: Michael Myers
Date: November 1,2000
Summary
The Town of Stanley requires a NPDES discharge permit to dispose of wastewater to waters of
the state. The Town of Stanley's NPDES permit has expired and they have requested renewal
of their permit. The Division of Water Quality's NPDES Unit issues the permits for
individually permitted facilities,and determines the conditions that must be achieved prior to
discharge in order to protect the designated uses of the receiving water. This fact sheet
summarizes the rationale used to determine permit limits and conditions.
The Stanley wastewater treatment plant is currently permitted to discharge 0.5 MGD of treated
municipal wastewater to Mauney Creek in the Catawba River Basin,with a possible expansion
to 1.0 MGD.The facility received an Authorization to Construct for expansion on December
1995. The expansion has not occurred. A subsequent ATC issued December 1996 permitted an
upgrade of the existing 0.5-MGD treatment facility.
A special study was initiated in 1997 on Mauney Creek,to investigate the impact of leaky
petroleum storage tanks located 0.2 miles downstream of Stanley's discharge. Leaky storage
tanks have contaminated the groundwater feeding Mauney Creek. A bioassessment evaluated
the impact from the contaminated groundwater on Mauney Creek. Samples were taken from
above and below the site. A reconnaissance was conducted upstream of the Stanley's
discharge. Results from the study indicated that the contaminated groundwater reaching
Fact Sheet
NPDFS Renewal
Page I

Mauney Creek was not exasperating the degradation of the receiving stream. Both the
upstream and downstream sampling sites were rated as'fair' with insignificant differences in
the final ratings. The reconnaissance upstream of Stanley's discharge showed a more normal
fauna.
The study did note that the discharge from Stanley's wastewater treatment plant appeared to
have a negative impact on the receiving stream. Most notably the study observed a strong
chlorine odor emanating from the discharge. The facility subsequently installed dechlorination
and the residual chlorine levels have decreased substantially.
The facility has recently gone through significant changes to its customer base. Two industries
have either gone out of business or are discharging to an alternative POTW(Mount Holly). In
August 2000, the Town issued another pretreatment permit to Outdoor lifestyles. Therefore,
the Town continues to implement a modified pretreatment program.
Current Stream Conditions
Mauney Creek has been rated as'partially supporting' its designated uses according to the 2000
303(d) list.
The Town of Stanley is mentioned in the Catawba River basin plan as having a negative impact
on the receiving stream. However,the cause of the impairment has not been identified. The
plan recommends that the Division continue to work with the town in order to bring them into
compliance with the permit limits. Over the past year compliance at this facility has improved.
Stanley still experiences periodic toxicity problems and has been working to address the
problem. It is recommended that Stanley continue to work with the Divisions' Aquatic
Toxicology Unit in order to bring the facility into compliance.
Existing Permit Conditions
The discharge from the facility is currently limited for flow (0.5 and 1.0 MGD),BOD,ammonia,
oil and grease, dissolved oxygen,pH,TSR,TRC (@1.0 MGD),fecal coliform,and chronic
toxicity. Additionally,the effluent must be monitored for TRC (@0.5 MGD),TN,TP,cadmium,
chromium,copper,nickel,lead,zinc and temperature. Since the facility is a municipal facility
there is also an 85 % removal requirement for BOD and TSR.
Proposed Permit Conditions
Flow
The permitted flow limits shall remain at 0.5 and 1.0 MGD.
BOD
The limit for BOD shall remain as stipulated in the previous permit.
The Division has conducted several models on this discharge. The latest model was
developed in 1994 for flows of 0.5 MGD and 1.0 MGD. The inputs and results of this
model differed from previous models run at this site. The latest model predicted that
in-stream dissolved oxygen levels drop to 3.54 mg/L at a flow rate of 0.5 MGD,and do
not drop below the 5.0 mg/L standard at 1.0 MGD. This contradicts earlier models that
indicated the DO levels do not drop below 5.0 mg/L at 0.5 MGD or 1.0 MGD.
The different model results are attributed to modified inputs. The 1994 model used a
7Q10 that had been recalculated using the latest USGS methodology adopted by the
Division. This resulted in s7Q10 of 0.41 cfs versus the previous 0.27 cfs.The 1994 model
also used a background DO of 6.3 mg/L (based on the 75th percentile of in-stream data)
Fact Sheet
NPDES Renewal
Page 2

versus the default background value of 5.0 mg/L (from previous models). Additionally,
the CBOD/BOD multiplier increased to 4.3 based on long term monitoring data.
Though model results indicated DO levels potentially dropping below the stream
standard,Division policy states that BOD limits remain unchanged unless in-stream
data indicates a problem.
The receiving stream impairment has not been identified. According to the in-stream
dissolved oxygen values there have been no reported violations over the past three
years. The data does not indicate a problem with dissolved oxygen,therefore limits
shall remain unchanged for oxygen consuming parameters.
Ammonia
Ammonia is unique because it is both an oxygen-consuming parameter and toxicant.
As detailed above it is the Divisions policy that unless in-stream data indicates
dissolved oxygen depletion in the receiving stream that ammonia levels will not be
changed because of oxygen consumption.
Additionally,the Division examines potential ammonia toxicity. The model indicates
that there is a potential for the discharge to exert ammonia toxicity on the receiving
stream. The model predicted an allowable concentration of 1.4 mg/L NH3-N.
However,for discharges less than 1.0 MGD the accepted Best Available Technology
limit is 2 mg/L. It is current Division procedure to limit existing facilities according to
the BAT. The current ammonia limit is 2 mg/L (summer) and 4.0 mg/L(winter)based
on toxicity and BAT. These limits shall remain since they are considered BAT for this
discharge. Upon expansion it is recommended that the ammonia limit be established
according to the model results at 1.0 MGD.
Oil and Grease
The previous permit contained a limit for oil&grease,however,there is no documented
explanation for oil&grease limits identified in the permit file. The self-monitoring data
was analyzed and compare to the best professional judgement limits.
A statistical analysis of the effluent data for oil&grease indicates that there is potential
for the facility to exceed the daily maximum limits for oil&grease. The results
predicted a maximum predicted effluent concentration of 81 mg/L. The predicted
effluent concentration is based on an analysis of 1999 and 2000 self-monitoring data
with one outlier from February 1999 thrown out. Since the maximum predicted
effluent concentration is greater than the weekly average limit,it is recommended that
oil and grease remain limited.
Dissolved oxygen
The previous permit contained a 6.0 mg/L dissolved oxygen limit. The limit was
established according to the model inputs. Typically,the DO limit is modified to reflect
the DO standard of the receiving stream. However,the limit shall remain at 6.0mg/L
based on concerns that reducing the DO limit may result in DO violation in the
receiving stream.
Total Suspended Residue
The previous limit is based on the effluent guidelines for domestic wastewater
dischargers. Therefore the condition shall remain.
Fecal Coliform
The previous permit limited fecal coliform to ensure protection of the water quality
standard. Upstream and downstream self-monitoring data indicates elevated levels of
Fact Sheet
NPDES Renewal
Page 3

fecal coliform. The Planning branch will be notified and supplied with the available
data so that the data can be used in use support determinations.
Since the dilution of the receiving stream is less than 331:1 the limit will remain. The
numerical values for the limit are BPJ limits reflective of the water quality standard.
Total Residual Chlorine
The facility is required to monitor TRC at the 0.5 MGD permitted flow rate with a limit
upon expansion.
In North Carolina,TRC is an"action level" parameter and the Division has developed
an Total Residual Chlorine policy design to protect this action level. For existing
dischargers that use chlorine disinfection a limit is not imposed because a standard has
not been developed. The Division works with these facilities to optimize their chlorine
use and promote good operation of the plant. Any new or expanded discharges that use
chlorine disinfection receives a limit developed using a mass balance model.
The current permit condition is consistent with this policy and shall remain unchanged.
Total Nitrogen and Total Phosphorus
The location of the discharge is not currently in the Lake Wylie Nutrient Management
Area,therefore TN and TP limits are not proposed at this time. During the next basin
cycle the Division will assess the need to extend the defined management area and
controls in the upper part of the South Fork Catawba River Basin.
This permit shall continue to require the facility to monitor for TN and TP.
Additionally,the facility will be notified that TN and TP limits may be implemented
during the next permit cycle and they should begin to evaluate their alternatives.
Temperature
The previous permit required the facility to monitor temperature. This requirement will
remain unchanged.
Chronic toxicity
The discharge contained a P/F limit in the previous permit. This condition will remain
as a condition for this permit with updated language.
Two industries that discharged to the Town of Stanley have either shut down or are
discharging to another POTW. The Town has recently issued another pretreatment
permit to Outdoor Lifestyles. According to the ORC,Outdoor lifestyles have not begun
discharging to the treatment plant.
In order to protect the stream for biocriteria major and complex wastestreams must meet
whole effluent toxicity limits.Stanley wastewater is considered a complex wastestream
since the facility has a pretreatment permit issued (Outdoor Lifestyles) and a modified
pretreatment program. Therefore,the chronic toxicity limit is appropriate.
Individual toxicants
Reasonable potential analyses indicate that there is not a reasonable potential that
Stanley's discharge will cause a violation of the cadmium or nickel standards.
Therefore,cadmium and nickel monitoring will be removed from the permit.
Based on the reasonable potential (RP) analysis chromium,copper,lead and zinc
monitoring will remain. The RP analysis results for chromium indicated that the
maximum predicted value was slightly below the allowable concentration. The
maximum predicted was within 3.4% of the allowable concentration. Based on the
Fact Sheet
NPDES Renewal
Page 4

analysis and the fact that the facility has detected chromium periodically in their
effluent the facility shall be required to monitor for chromium.
The RP analysis for copper and zinc both indicated that there is reasonable potential for
the facilities discharge to exceed the action level for these parameters. Therefore,the
facility shall be required to continue monitoring for nickel and zinc. If it is determined
that the periodic toxicity failures are due to copper and/or zinc,the Division reserves
the right to reopen the permit and limit these parameters. This issue will be addressed
in the cover letter.
The reasonable potential analysis for lead resulted in a maximum predicted value
greater than the allowable concentration. The facility has detected lead in the effluent
twice over the past 2.5 years,in April and May 1999. The other analyses results over
this time period were less than the quantitation limit for lead. It is recommended that
the facility be required to continue monitoring for lead without a limit.
In-stream Monitoring
The facility is currently required to monitor dissolved oxygen, fecal coliform, temperature, and
conductivity 50 feet upstream and downstream at SR18277. An analysis of 1999 and 2000 in-
stream dissolved oxygen concentration indicated that there have been no violations of the DO
standard in the stream. The difference between the upstream and the downstream locations
rarely was greater than 10% and did not exceed 15%.
The current recommendation is that in-stream monitoring continue for DO,fecal coliform,
conductivity and temperature.
Compliance Summary: (see Appendix B)
July 2000-Toxicity failure. NOV issued 9/25/00.
February 2000-TSR limit violation. NOV issued 6/1/00.
July 1999-NOV issued 8/3/99,for violations identified during compliance inspection review.
May 1999-Toxicity failure. NOV issued 7/22/99.
April 1999-Toxicity failure. NOV issued 6/28/99.
April 1999-TSR limit violation. Civil assessment issued 7/30/99.
March 1999-TSR limit violation. NOV issued 6/16/99.
January 1999-Fecal coliform limit violation. NOV issued 4/29/99.
November 1998-NOV issued 11/30/98,for violations identified during compliance inspection
review.
October 1998-Toxicity failure. NOV issued 12/21/98.
July 1998-Toxicity failure. NOV issued 9/22/98.
May 1998-Fecal coliform limit violation. NOV issued 7/20/98. Civil assessment issued
12/4/98.
April 1998- BOD and TSR limits violations. NOV issued 6/15/98.
March 1998-Flow limit violation. NOV issued 5/18/98.
February 1998-Flow limit violation. NOV issued 4/6/98.
January 1998-Flow limit violation. NOV issued 3/16/98.
Civil assessment issued 2/24/98,for numerous violations occurring in 1997 and 1998.
December 1997-Flow limit violation. NOV issued 2/16/98.
September 1997-TSR limit violation. NOV issued 12/2/97.
August 1997- NH3-N limit violation. NOV issued 10/27/97.
Fact Sheet
NPDES Renewal
Page 5

NOV issued 7/9/97 for not completing headworks analysis.
April 1997-BOD and TSR limit violation on effluent sample gathered by DWQ. NOV issued
6/5/97.
April (28,29) and May (1,2) 1997-Toxicity failure on effluent sample gathered by DWQ. NOV
issued 5/13/97.
February 1997-Flow and TSR limits violation. NOV issued on 5/16/97.
NOV issued 5/12/97,for violations identified during pretreatment compliance inspection.
January 1997-TSR limit violation. NOV issued 4/21/97.
Toxicity Testing
Current Requirement: quarterly chronic Toxicity (Ceriodaphnia) @ 74% @ 0.5 MGD and 79% @
1.0 MGD.
Recommended Requirement: quarterly chronic Toxicity (Ceriodaphnia) @ 74% @ 0.5 MGD and
79% @ 1.0 MGD.
Proposed Changes
The ammonia limit upon expansion has been modified to reflect the allowable concentration
based on the stream standard, 7Q10 stream flow and the permitted flow rate.
The facility will be required to evaluate alternatives to discharge including possible plant
improvement for controlling nutrient discharges.
Cadmium monitoring has been removed from the permit based on the reasonable potential
analysis.
Nickel monitoring has been removed from the permit based on the reasonable potential
analysis.
pH monitoring has been added to the permit. Based on the 2B.0500 rules and the importance
of pH in evaluating effluent data.
Proposed Schedule for Permit Issuance
Draft Permit to Public Notice: Hold for hearing.
Permit Scheduled to Issue: Hold for hearing.
References
1. Division of Water Quality's Basinwide Information Management System,November 15,
2000,http://h2o.enr.state.nc.us/bims/reports/basinsandwaterbodies/alpha/Neuse.pdf
2. 2000. NPDES Regional Staff Report and Recommendations for the Renewal of The Town
of Stanley NPDES Permit NC0020036,August 21,2000,Mooresville Regional Office
3. 1999. Catawba River Basinwide Water Quality Plan. North Carolina Division of Water
Quality,Water Quality Section.
4. 2000. NPDES Permit Application Short Form A,Town of Stanley.
5. 2000. 303(d) List of North Carolina Impaired Waters-Draft. North Carolina Division of
Water Quality,Water Quality Section. Copies obtained through Planning Branch,
Archdale Building,512 N.Salisbury St.,Raleigh,North Carolina.
6. 1993. Low Flow Characteristics of Streams in North Carolina, United States Geological
Survey Water-Supply Paper 2403. Copies obtained at U.S.Geological Survey,Map
Distribution,Box 25286,MS306,Federal Center,Denver,CO 80225.
fact Sheet
NI'IMES Renewal
Page 6

7. 1995. NC0020036 NPDES Permit. Issued to the Town of Stanley,expiration July 31,
2000. Copies obtained through The Division of Water Quality,Central Files,Archdale
Building,512 N.Salisbury St.,Raleigh,North Carolina.
Fact Sheet
NPDES Renewal
Page 7

State Contact
If you have any questions on any of the above information or on the attached permit, please
contact Michael Myers at(919) 733-5038 ext.508.
NAME: DATE:
NPDES SUPERVISOR
NAME: DATE:
Fact Sheet
NPDES Renewal
Page 8

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Fact Sheet
NPDES Renewal
Page 9