HomeMy WebLinkAboutNC0020401_Permit Issuance_20130104NPDES DOCUMENT SCANNING COVER SHEET
NPDES
Permit:
NC0020401
Hickory - Northeast WWTP
Document
Type: '
Permit Issuanct)
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
201 Facilities Plan
Instream Assessment
(67B)
Environmental Assessment (EA)
Permit
History
Document Date:
January 4, 2013
This; document is printed on reuse paper - ignore any
content on the re -cerise side
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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
Mr. Mick W. Berry, City Manager
City of Hickory
P.O. Box 398.
Hickory, Nord Carolina 28603
January 4, 2013
Subject: NPDES Permit Issuance
Permit No. NC0020401
Hickory - Northeast WWTP
Facility Class IV
Catawba County
Dear Mr. Berry:
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).
The fuial permit authorizes the City of Hickory to discharge municipal
wastewater from the Northeast Wastewater Treatment Plant to the Catawba River
(Lake Hickory), a class WS-V and B water in the Catawba River Basin. The permit
includes discharge limitations/or monitoring for flow, GODS, ammonia nitrogen,
total residual 'chlorine, fecal coliform, cyanide, copper, silver, chronic toxicity and
several other parameters.
Please note that the monthly average and daily maximum limits for total
mercury have been removed from the permit based on approval of the statewide
mercury TMDL plan and evaluation of submitted effluent mercury data. Mercury will
be monitored annually in the effluent pollutant scans and a special condition
regarding completion of a mercury minimization plan has been added to the permit.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 919-807-63001 FAX: 919-807-64921 Customer Service: 1-877-623-6748
Internet www.ncwaternuaiitv.orq
Ngre C1T011ria
7'aturaiy
An Equal opportunity 1 Affirmative Action Employer
Mr. Berry
January 4, 2013
Page 2 of 3
There have been some changes in condition A.4. Effluent Pollutant Scan: 1)
language has been updated to note that three scans must be completed during the
permit cycle, and 2) mercury must be sampled using EPA Method 1631 E. •
The following modifications to the draft permit remain in the final permit:
• The following procedure has been implemented by DWQ: Total residual
chlorine (TRC) compliance level changed to 50 ug/1. Effective March 1,
2008, the Division received EPA approval to allow a 50 ug/1 TRC compliance
level. This change is due to analytical difficulties with TRC measurements.
Facilities will still be .required to report actual results on their monthly
discharge monitoring report (DMR) submittals, but for compliance purposes,
all TRC values below 50 ug/1 will be treated as zero. A footnote regarding
this change has been added to the effluent limitations page in the permit.
• The cyanide limit has been modified from the daily maximum of 22 ug/1 based
on revised Division guidance for the calculation of acute limits. Based on the
results of the reasonable' potential analysis, the new cyanide limits are a
monthly average limit of 37 and a daily maximum of 138 ug/1.
• Twice per month monitoring for copper, silver and zinc will be modified to
quarterly monitoring based on the results of reasonable potential analyses and
revised Division guidance.
• Limits and monitoring for arsenic, chromium, nickel and total phenolic
compounds will be deleted from the permit based .on the results of the
reasonable potential analysis. These parameters will be monitored in the
pretreatment long term monitoring plan.
• Special condition A(3) for total residual chlorine limit effective date has been
removed from this permit. The chlorination/dechlorination system has been
installed.
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 a
demand is made, this permit shall be final and binding.
Please take notice that this permit is not transferable. 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, Coastal Area
Management Act, or any other Federal or Local governmental permits may be
required.
Mr. Berry
January 4, 2013
Page 3 of 3
If you have any questions or need additional information, please contact Ms.
Jacquelyn Nowell at telephone number (919) 807-6386.
Sincerely,
Attachments
cc: EPA Region IV (ecopy)
Mooresville Regional Office/Surface Water Protection Section
PERCS / attn: Debra Gore (ecopy)
Aquatic Toxicology Unit (ecopy)
Central Files
NPDES File
a
Permit Number NC0020401
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
City of Hickory
is hereby authorized to discharge wastewater from a facility located at
Hickory - Northeast WWTP
310 Cloninger Mill Road
Hickory
Catawba County
to receiving waters designated as Catawba River (Lake Hickory) 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 February 1, 2013.
This permit and authorization to discharge shall expire at midnight on April 30, 2015.
Signed this day January 4, 2013.
les Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
f
Permit Number NC0020401
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are
hereby revoked, and as of this issuance, any previously issued permit bearing this number
is no longer effective. Therefore, the exclusive authority to operate and discharge from this
facility arises under the permit conditions,. requirements, terms, and provisions included
herein.
City of Hickory, is hereby authorized to:
1. Continue operation of a 6.0 MGD wastewater treatment plant consisting of the
following treatment units:
• Influent sampler
• Parshall flume
• Dual influent bar screens
• Grit chamber
• Four rectangular and one circular primary clarifiers
• Eight aeration basins (total volume - 2,000,000 gallon)
• Two circular secondary clarifiers
• Chlorine disinfection
• Dechlorination
• Post aeration
• Two gravity belt thickeners
• One sludge holding tank
The facility is located at the City of Hickory Northeast WWTP, 310 Cloninger Mill
Road, Hickory, Catawba County, and;
2. Discharge treated wastewater from said treatment works at the location specified on
the attached map through outfall 001 into Catawba River (Lake Hickory), which is
classified WS-V and B water, in the Catawba River Basin.
Facility Information
Latitude: 35° 47' 54" Sub -Basin: 03-08-32
Longitude: 81° 18' 00" HUC#: 0305010109
Quad #: D 13 SE (Bethlehem)
Stream Class: WS-IV & B
Receiving Stream: Catawba River (Lake Hickory)
Permitted Flow: 6.0 MGD
Facility
Location
X
City of Hickory Northeast WWTP
NC0020401
Catawba County
Permit Number NC0020401
t
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS- FINAL
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge treated wastewater from outfall(s) 001. Such discharges shall be
limited and monitored by the Permittee as specified below:
Effluent Charac a ristics
Limits.
' "
MonitoringgRequirenienfs.
s
-
..-...... :.� ...T.. --Gi S.. ....
MonthlyWeekl
Average
J Average:...
Daily.
Mali-Win'.t
easuremeni
Frequency
A. : Ie T e)
`
' ,Sample
_ :Location1 •
Flow 1
6.0 MGD
Continuous
Recording
I or E
BOD, 5-day, 20°C2
30.0 mglL
45.0 mglL
Daily
Composite
I, E
Total Suspended Solids?
30.0 mg/L
45.0 mglL
Daily
Composite
I, E
Fecal Coliform ;
200/ 100mI
400/ 100m1
Daily
Grab
E
Dissolved Oxygen
Daily
Grab
E
Temperature
Daily
Grab
E
Total Residual Chlorine3,
28 µg/L
Daily
Grab
E
pH4
Daily
Grab
E
NH3-N
3/Week
. Composite
E
Total Cyanide
37 µg/L
138 µgIL
Monthly
Grab
E
Total Copper
Quarterly
Composite
E
Total Silver
Quarterly
Composite
E
Total Zinc
Quarterly
Composite
E
Total Nitrogen
(NO2-N + NO3-N + TKN)
Monthly
Composite
E
Total Phosphorus
. Monthly
Composite
E
Chronic Toxicity5
Quarterly
Composite
E
Effluent Pollutant Scan
Annual
See A. (3.)
E
Dissolved Oxygens ':
Variable
Grab
U, D
Fecal Coliform6
Variable
Grab
U, D
Temperatures
Variable
Grab
U, D
Conductivitys
Variable
Grab
U, D
Footnotes:
1. Sample Location: I- Influent, E — Effluent, U- Upstream at NC Hwy 127 bridge, D- One mile downstream of
the outfall.
2. The monthly avelrage effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15% of the
respective influent value (i.e. 85% Removal).
3. Limitation/monitoring requirement applies only if chlorine is added for disinfection. The Division shall
consider all effluent total residual chlorine values reported below 50 ltg/1 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 pg/1.
4. The pH of the effluent shall not be less than 6.0 or greater than 9.0 (on the standard units scale).
5. Chronic Toxicity 1(Ceriodaphnia) at 13%: January, April, July, October (see A. (2.)).
6. Variable is defined as follows: Samples collected three times per week during June 1 through September 30
and once per week October 1 through May 31.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Permit Number NC0020401
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 13%.
The permit holder shall perform at a minimum, civarterlq 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. If reporting pass/fail
results using the parameter code TGP3B, DWQ Form AT-1 (original) is sent to the below address. If
reporting Chronic Value results using the parameter code THP3B, 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.
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.
If the Permittee monitors any.pollutant more frequently then required by this permit, the results of
such monitoring shall be included in the calculation & reporting of the data submitted on the DMR &
all AT Forms 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.
Permit Number NC0020401
A.(3.) EFFLUE] T 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 (EPA Method 1631E) P-chloro-m-cresol Dimethyl phthalate
Nickel 2-chlorophenol 2,4-dinitrotoluene
Selenium 2,4-dichlorophenol 2,6-dinitrototuene
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 oraanic 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
Chtorodibromomethane 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 31 st 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.
Permit Number NC0020401
A. (4.) Mercury Minimization Plan (MMP)
The permittee will develop and implement a mercury minimization plan during this permit term.
Guidelines for MMP development will be placed on the Division website following a stakeholder
review process. The MMP should place emphasis on identification of mercury contributors and
goals for reduction. Results shall be summarized and submitted with the next permit renewal. The
MMP must be available for inspection on -site.
NPDES Permit Standard Conditions
Page 1 of 18
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
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
(3)
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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, Depailinent 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).
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NPDES Permit Standard Conditions
Page 3of18
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 122.41].
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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NPDES Permit Standard Conditions
Page 4 of 18
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]
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 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.
g.
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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:
7 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(0].
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 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 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 II, 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 final 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:
(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) 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 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].
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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 122.41]:
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;
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, (800) 858-0368 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. 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. 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 defined 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 defined 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 defined 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 definition 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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Section C. Municipal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part I 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;
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;
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;
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
Any trucked or hauled pollutants, except at discharge points designated by the POTW.
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.
(3)
(5)
(7)
(8)
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 definition 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 ILD 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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enforceable Pretreatment Standards as defined by 40 CFR 403.3(1). [15A NCAC 02H .0903(b)(10), .0905, and
.0906(b)(4)]
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
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 HWA and the limits
from all IUPs. Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 02H .0906(b)(6), .0909, .0916, and .0917; 40 CFR 403.5, 403.8(f)(1)(iii);
NCGS 143-215.67(a)]
6. Authorization to Construct (AtC)
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 OUP) limitations. [15A NCAC 02H .0906(b)(7) and .0905; NCGS 143-
215.1(a)(8)]
7. POTW Inspection & Monitoring of their IUs
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. [15A NCAC 02H .0908(e); 40 CFR 403.8(f)(2)(v)] The
Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year;
b. Sample all Significant Industrial Users (SIUs) at least once per calendar year for all SIU permit -limited
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
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 02H .0908. [15A NCAC 02H .0906(b)(5) and .0905; 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
122.44(j)(2) and 40 CFR 403.12]
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 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
requirements. All remedies, enforcement actions and other, shall be consistent with the Enforcement Response
Plan (ERP) approved by the Division. [15A NCAC 02H .0903(b)(7), .0906(b)(8) and .0905; 40 CFR 403.8(0(5)]
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
partial annual report or 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 calendar year to the Division at the following
address:
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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 (IUs) 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
Ms in SNC, a summary of data or other information related to significant noncompliance determinations for
Ms 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
The Permittee shall publish annually a list of Industrial Users (Ms) 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(0(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 (SMs), 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.
Version 11/09/2011
AMENDMENTS TO THE FACTSHEET AND PERMIT
12/28/2012 Comments were received from the Hickory on the draft for the Northeast
WWTP on September 2, 2011.
1) Facility wanted the issuance of the permit delayed until upgrades were completed on
the plant. Hickory indicated that upgrades would be completed by end of 2011-
DWQ response - this permit was held for more than a year while statewide issues with
mercury were resolved. A review of files found an ATC for plant upgrades was issued in
2010 however no engineer's certification has been completed and sent to the Division to
date. DWQ will issue permit now and make modifications when signed and sealed
engineer's certification is received that indicates upgrades are completed.
2) Facility had concerns with the assignment of mercury limits in the draft permit.
Requested removal of Hg limit or a higher limit and were agreeable to a mercury
mitigation plan.
DWQ response - Effective October 2012, NC statewide mercury TMDL and
NPDES permit implementation plan was approved by EPA. Based on new
mercury evaluation tool for effluent dischargers, a mercury limit is no longer
required for the Hickory- Northeast facility. Mercury monitoring will be
submitted in the annual pollutant scans. A special condition for a mercury
minimization plan will be included in the permit.
3) Requested changes/edits to the permit boilerplate
DWQ response - Changes to the boilerplate (NPDES Standard permit conditions) have
been approved effective November 2011 and modified boilerplates are available for
review online and are being mailed with all DWQ discharge permits.
Hickory- Northeast W\'VTP Fact Sheet
NPDES Renewal
Page 6
Department of Environment and Natural Resources
Division of Water Quality
Fact Sheet For NPDES Permit NC0020401
•
Facility Information
Applicant/Facility Name:
Applicant Address:
Facility Address:
Permitted Flow:
Type of Waste:
Facility/Permit Status:
County:
Miscellaneous
Receiving Stream:
Stream Classification:
303(d) Listed?:
Subbasin:
Huc #:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
IWC (%):
Primary SIC Code:
Regional Office:
USGS Topo Quad:
Permit Writer:
Date:
City of Hickory
P.O. Box 398, Hickory NC 28603
310 Cloninger Mill Road, Hickory NC 28601
6.0 MGD
Municipal (Domestic and Industrial)
Renewal
Catawba
Catawba River (Lake Hickory)
WS-V and B
No
03-08-32
0305010109
1225 mi2
60 (estimated)
N/A
N/A
13%
4952
Mooresville
D 13SE
Jacquelyn M. Nowell
June 10, 2011
Summary
The City of Hickory is requesting renewal of the NPDES permit for the Northeast
WWTP. The 6.0 MGD wastewater treatment plant discharges into the Catawba River
(Lake Hickory). The plant currently serves approximately 20,260 persons. The
existing permit has secondary limits for BOD5 and TSS, fecal coliform and TRC limits
in addition to limits and monitoring requirements for arsenic, chromium, cyanide,
nickel, phenols, copper, silver, zinc and other parameters. The treatment plant has a
Pretreatment Program and a Long Term Monitoring Plan as it receives flow from the
following Significant Industrial Users (SIUs) (see Table 1). The facility should
continue to implement the Pretreatment Program in the next permitting cycle.
Hickory- - 'northeast WWTP Fact Sheet
NPI)E?S Renewal
Page 1
Table 1. Significant Industrial Users discharging to the City of Hickory -Northeast
WWTP.
Industry
Flow discharged .to. --
POTW
Hickory Dyeing and Winding
Company
Frye Regional Medical Center
H.K. Research
Shurtape Technologies
Century Furniture
Century Furniture
0.033 MGD
0.022 MGD (001)
0.016 MGD (002)
0.0008 MGD
0.020 MGD
0.0096 MGD (001)
0.0063 MGD (002)
Wastewater generated is treated using an extended aeration plant consisting of the
following treatment units:
• Influent sampler
• Parshall flume
• Dual influent bar screens
• Grit chamber
• Four rectangular and one circular primary clarifiers
• Eight aeration basins (total volume - 2,000,000 gallon)
• Two circular secondary clarifiers •
• Chlorine disinfection
• Dechlorination
• Post aeration
Current Stream Conditions
The receiving stream is the Catawba River (Lake Hickory). The receiving stream at the
discharge point is classified WS-V and B water in the Catawba River Basin. Lake
Hickory is a run -of river impoundment located between Lake Rhodhiss and Lookout
Shoals Lake on the Catawba River. Lake Hickory is not listed on North Carolina's
2010 303d impaired streams list.
Note: Since the Federal Energy Regulatory Commission (FERC) license for the
Catawba River dams has not been renewed and updated minimum releases are not
final, the estimated s7Q 10 flow of 60 cfs is based on the historical minimum release of
40 cfs from the dam below Lake Rhodhiss and estimated flows of -20 cfs at the
mouths of Gunpowder Creek and Little River.
Instream Monitoring
The current permit requires the facility to monitor dissolved oxygen, fecal coliform,
temperature, and conductivity upstream and downstream of the discharge point.
Instream data was reviewed for 2008 through 2010 for the critical months of June,
July and August. The facility samples three times per week during these months.
Monthly averages for dissolved oxygen and fecal coliform showed no exceedances of
the water quality standards. There were some daily exceedances of fecal coliform
both upstream and downstream of the Hickory plant. There were only two instances
1 lickorv- Northeast \V11. P Fact Sheet
NPDES Renewal
Page 2
of DO slightly less than 5 mg/1 (4.8 mg/1 and 4.9 mg/1, June 2008, upstream of the
facility) in the three years reviewed.
There are no proposed changes for the in -stream sampling requirements.
The LTMP requires yearly upstream monitoring of metals in July. This data was
reviewed for 2008, 2009, 2010. Most metals were below detection however there were
hits for:
• lead (0.3 ug/1, 0.15 ug/1, 0.11 ug/1) in all three years . These values were well
below the NC standard of 25 ug/1);
• cyanide hits of 9 ug/1 and 7 ug/1 in 2008 and 2009, exceeded the NC standard
of 5 ug/1, however CN was below detection in 2010;
• toluene of 3.9 ug/1 in 2008, toluene was below detection in 2009 and 2010 (NC
standard = 11 ug/1).
Compliance Summary
Overall, facility's compliance with permitted limits appears satisfactory. Permit
violations and actions taken are noted below:
NOVs for cyanide violations in Nov. and Dec. 2006, Jan. 2007
Enforcement cases for total phenols in March and April, 2008
Enforcement cases for BOD and fecal coliform in March 2010
Enforcement case for TSS in May, 2010
Enforcement case for BOD in March 2011
Most recent compliance evaluation inspection by the Mooresville Regional Office
conducted 10 / 7 / 2010. Facility was rated noncompliant, however there were several
construction projects in progress at the time, equipment that was deteriorating was
on schedule to be replaced.
Toxicity Testing
Current Refluirement: Chronic Toxicity (Ceriodaphnia) P/F at 13%, Testing conducted
during the months of January, April, July, and October.
The facility has consistently passed all quarterly chronic toxicity tests since 2006.
Recommendation: Renewal of Chronic Toxicity (Ceriodaphnia) P/F at 13%, Jan,
April, July; Oct.
Reasonable Potential Analysis (RPA)
Data for the following parameters was reported in the discharge monitoring reports or
priority pollutant analyses and a RPA was done: arsenic, cadmium, chlorinated
phenolic compounds, chromium, copper, cyanide, lead, mercury, nickel, total
phenolic compounds, silver, selenium, toluene, and zinc.
Reasonable' potential analysis was conducted based on data from January 2009
through March 2011. Results and data analysis are attached.
• Limits for arsenic, chromium, nickel and total phenols will be removed
fror it the permit based on results of the reasonable potential analysis
which indicated no reasonable potential to exceed the water quality standard.
Monitoring for these parameters will still be required in the LTMP.
Hickory- Northeast \V\-VIP Fact Sheet
N PDES Renewal
Page 3
• Quarterly monitoring for the copper, silver, and zinc will be included in
the permit based on the reasonable potential analysis results which
indicated the potential to exceed the action level standard. Current Division
procedure recommends quarterly monitoring coinciding with the chronic
toxicity test.
• Cyanide results indicate the reasonable potential to exceed the allowable
concentration. Based on current Division procedure, a monthly average
limit of 37 ug/1 and daily maximum limit of 138 ug/1 for cyanide will be
included in the permit.
• Chlorinated phenolic compounds were reviewed in the annual priority
pollutant analysis and although results indicate reasonable potential to exceed
the allowable concentration, all reported data values were below detection.
Based on Division procedure, no limit or monitoring will be required in the
permit.
• Mercury data was evaluated and results indicated the reasonable potential
to exceed the water quality standard instream. EPA currently
recommends that because of North Carolina's statewide stream
impairment for mercury, there be no dilution allowed in calculation of
mercury limits. Therefore, the standard of 12 ng/1 must be met at the end
of the effluent pipe. Recommended limits are monthly average limit of
12 ng/1 and daily maximum limit of 36 ng/1.
Proposed Changes
The following modifications are recommended for the renewal of the permit:
• The existing cyanide limit has been modified from the daily maximum of 22
ug/1. The new cyanide limits based on reasonable potential are a monthly
average limit of 37 and a daily maximum of 138 ug/1. The new daily maximum
limit is based Division guidance recommending the application of the 1 Q 10
flow in calculating the limit) .
• A monthly average mercury limit of 12 ng/1 and a daily maximum mercury limit
of 36 ng/1 are added to the permit based on results of the reasonable potential
analysis. Per EPA recommendation, there is no dilution allowed in the
calculation of mercury limits due to the statewide impairment of all streams for
mercury. Therefore the state standard of 12 ng/1 for mercury must be met at
the end of pipe for all dischargers that show reasonable potential.
• Twice per month monitoring for copper, silver and zinc will be reduced to
quarterly monitoring based on the results of reasonable potential analyses and
revised Division guidance.
• Limits for arsenic, chromium, nickel and total phenolic compounds will be
removed from the permit based on the results of the reasonable potential
analysis. These parameters will be monitored in the pretreatment long term
monitoring plan.
• Special condition A(3) for total residual chlorine limit effective date has been
removed from this permit. A chlorination/dechlorination system has been
installed.
• TRC compliance language/footnote has been added to the effluent page.
Hickory- Northeast WWII) Fact Sheet
NTIDES Renewal
Page 4
Proposed Schedule for Permit Issuance
Draft Permit to Public Notice:
Permit Scheduled to Issue:
July 20,2011.
September, 2011.
State Contact
If you have any questions on any of the above information or on the attached permit,
please con J t Jackie Nowell at (919) 807-6386.
NAME: /� �{'/�/ �'l c / I " - l DATE: ///,
Regi al O ice Comment
NAME: DATE:
MRO SUPERVISOR
NAME:
DATE:
o1)
Hickory- Northeast WWTP Fact Sheet
NPDES Renewal
Page 5
HICKORY
lrrt-� Ciio ina
August 26, 2011
Ms. Jacquelyn Nowell, Complex Permitting Unit
NCDENR — Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Draft NPDES Permit (No. NC0020401) Hickory — Northeast WWTP
Dear Ms. Nowell;
City of Hickory
Public Utilities Administration
Post Office Box 398
Hickory, NC 28603-0398
Telephone 828-323-7427
Fax 828-322-1405
The purpose of this correspondence is to provide comments related to the proposed Draft Permit for the
City of Hickory Northeast WWTP (NC 0020401). The City of Hickory received a copy of the Draft permit
for review on July 27, 2011 and our intent is to provide comments for consideration by the August 26,
2011 date specified in the cover letter. The particular items of concern for the City of Hickory are that the
Treatment Unit descriptions will change in the very near future since we are currently in the process of
upgrading the Facility, the proposed Mercury numeric limit and we would like to incorporate the work of
the NC Water Quality Association in the Boiler plate language in the Draft permit.
The Northeast WWTP is currently under going an upgrade to change the facility treatment process to an
Oxidation Ditch process and completely replace or update some remaining components. The new facility
will no longer include Primary Clarification, the process is converting from Extended Air to Oxidation Ditch
and significant upgrades are being made to the control systems for the facility to allow Operators greater
awareness of issues as they arise. This component of the Permit will have to be amended within the next
year as the construction project is approximately 70% complete. We would propose delaying the permit
renewal until that time so that the permit could be implemented correctly with the new facility.
The City of Hickory has great reservation about the addition of such a stringent limitation on Mercury,
especially given the timing in conjunction with the current upgrade. The new facility was not designed
with any special provisions for improved Mercury removal. To quantify the impact of the Northeast
WWTP as a contributory source for Mercury; at the proposed numeric limit of 12ng/I and the permitted
capacity of 6 MGD the City of Hickory Northeast WWTP would contribute as loading of 0.25 pounds per
year. This is a minimal, at best, contribution of Mercury to the waters of the State. Staff has evaluated
the previous 4 year sample history for this parameter and out of those samples the proposed limit was
exceeded 8 times. Coincidentally, each of these exceedance occurred during a substantial rain event.
This further documents our belief that the largest contributory source for Mercury in waters is from non -
point sources, such as rain cleansing the air.
SEP022011
DEN' -WATER QUALITY
POINT SOURCE BRANCH
The City of Hickory would like to request that the proposed numeric limit for Mercury be removed from the
proposed permitted parameters or as a means of compromise that the numeric monthly limit be
established at 36 ng/I matching the proposed daily maximum. This is a very arduous and costly analysis
to perform at this level of detection, especially given the extent of our worst case contribution. In
conjunction with this adjustment to a common numeric limit, the City of Hickory would also like to propose
the formation of a mutually agreeable Mercury Mitigation Plan that would allow us to work in conjunction
with the State and optimize potential for reductions in potential sources, including advancement of
Inflow/Infiltration and Rehabilitation programs that will allow us to reinvest monies into the advancement
of the existing Collection System. In this plan we would like to propose milestones that are negotiated to
achieve a number of improvements over a 3 to 5 year period. The City of Hickory feels this approach
would be meritorious to both the POTW and State programs.
The last item that we request to be considered is for the permit to be modified to recognize the edits to
the Boiler plate language that Mr. Colson and the NC Water Quality Association have been discussing.
These edit relate directly to language and wording edits that will align permit language with Federal
Regulation as appropriate.
Thank you in advance for your consideration of these items. The City of Hickory ahs long enjoyed a
successful, cohesive relationship with NCDENR and we look forward to continuing this relationship. We
sincerely appreciate the Departments efforts in protecting the environment and advancing the importance
of this industry. Should you have any questions please do not hesitate contacting me.
Respectfully submitted,
Kevin B. Greer, PE
City of Hickory Assistant Public Services Director
Pc: Mr. Chuck Hansen, PE, City of Hickory Public Services Director
Mr. Keith Rhyne, ORC, City of Hickory NEWWTP
Nowell, Jackie
From:
Sent:
T.o:
Subject:
Good afternoon Ms. Nowell.
Kevin Greer [kgreer@hickorync.gov]
Monday, August 22, 2011 2:48 PM
Nowell, Jackie
City of Hickory Northeast WWTP Permit No NC0020401 Draft NPDES
We have reviewed the Draft permit for the Northeast WVVTP (NC0020401) NPDES permit renewal and principally agree
with the proposed modifications. The only real concern we have regarding this proposed Draft NPDES Permit is the
recalibration of Mercury. We have charted this parameter against historical actual data and feel that this level will cause
compliance issues for the facility. We respectfully request that this addition be revisited and potentially eliminated. We
currently monitor for this one time monthly and going back to Jan 2008 we would have had 10 instances of violation at this
proposed concentration. We have spoken with other discharger permit holders along the Catawba and every one spoken
with did not have a Mercury Limit or monitoring requirement added to there permit's during the latest renewals, with one
being as recent as July 2011. We feel this permit limit is very restrictive and will result in permit noncompliance for the
NPDES in question. Vye understand that there is great discussion over this item between EPA and NCDENR over the
Assessment Report that was written and a difference of interpretations. The Water Quality Standard for Mercury is well
above this and no allowance for receiving stream dilution is extremely conservative for facilities to achieve who have not
been specifically designed for this removal process through chemical precipitation.
The second item that we have of concern is the timing of this Draft Permit. The Northeast WWTP is currently under
construction for a complete upgrade and replacement. If we renew the current facility at this time we will have to modify
the NPDES permit again in approximately 9 months due to the fact that the Facility Description for Treatment Units will no
longer be accurate. We would request that this renewal be pushed out until after the completion of construction given that
we are approximately 70% complete with construction of a new facility.
Please let me know when would be convenient prior to the end of the comment period for me to call and discuss these
items. I wanted to email first so that you could see out areas of concern prior to my call.
Thank you in advance for your assistance.
Thanks
Kevin B. Greer, PE
City of Hickory Asst. Public Services Director
?2g 3 3 71z7
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• Hickory Daily Record
Advertising Affidavit
North Carolina Community Newspapers
PO Box 968
Hickory, NC 28603
NC DENR/DWQ
BUDGET OFFICE
1617 MAIL SERVICE CENTER
RALEIGH, NC 27699
Account Number
3142720
Date
July 22, 2011
Date Category
Description
Ad Number
Ad Size
07/28/2011
Legal Notices
Public Notice
North Carolina Environmental Management
Commission/NPDES Unit
1617 Mall Service Center
Raleigh, NC 27699-1617
Notice of Intent to Issue a NPDES
Wastewater Permit
The North Carolina Environmental Management
Commission proposes to issue a NPDES wastewa-
ter discharge permit to the pegerson(s) listed below.
Written comments re�30ndayseafterp the ublish will be accepted until3 p
date of this notice. The Director of the NC Division
of Water Quality (DWQ) may hold a public hearing
should there be a significant degree of public In-
terest. Please mail comments and/or information
rpeeeggrssueennsts to s may
DDgW9 at the above address. interested
sbury
Additl Additional innformation;NC to 'reviewonon PDES ivisit the DWQ at nformation
naN. nd this
notice may be found on our website:
http://portal.ncdenr.org/web/wq/swp/ps/n p d es/
calendar. or by calling (919) 807-6304.
City of Hickory retested renewal of permit
NC0020401 for NortheataWWTP in Catawba Coun-
wastewaterr to�Cat Iw a River ((Lake Hd ickory)pIn
the Catawba River Bast
PUBLISH: July 22, 2011
Public Notice North Carolina Environment
0002366728
Media General Operations, Inc.
Publisher of
Hickory Daily Record
Catawba County
1 x 32 L
Before the undersigned, a Notary Public of Catawba County, North
Carolina, duly commissioned, qualified, and authorized by law to
administer oaths, in said County and State; that he/she is authorized to
make this affidavit and sworn statement; that the notice or other legal
advertisement, a copy of which is attached hereto, was published in the
Hickory Daily Record on the following dates:
07/22/2011
and that the said newspaper in which such notice, or legal advertisement
was published. was a newspaper meeting all the requirements and
qualifications of Section 1-597 of the General Statutes of North Carolina.
Newspaper reference: 0002366728
Sworn to and subscribed before me, this
Notary Public
Assist t Bookkeeper
or.k,-yam ,;
THIS IS NOT A BILL. PLEASE PAY FROM INVOICE. THANi iff) ,li 1 CO00`0
My Commission expires:
Nowell, Jackie
From: Myers.Pamala@epamail.epa.gov
Sent: Wednesday, August 10, 2011 2:03 PM
To: Nowell, Jackie
Subject: Re: FW: Missing PPA data
Jackie,
This is fine.
I really appreciate the quick turn around.
I have no further comments on it this draft. Just send us a final copy once you issue it.
Thank you,
Pam
Pamala Myers
Environmental Engineer and Technical Advisor Pollution Control and Implementation Branch
Water Protection Division Municipal and Industrial NPDES Section U.S. EPA, Region 4 Atlanta,
GA 30303
404.562.9421
404.562.8692 (fax)
From: "Nowell, Jackie" <jackie.nowellPncdenr.gov>
To: Pamala Myers/R4/USEPA/US@EPA
Date: 08/10/2011 01:42 PM
Subject: FW: Missing PPA data
Hello Pam,
Attached is the missing PPA data for Hickory NE that you requested.
They will be sending me signed forms in the mail, but I wanted to submit
this so that you would know that the data was recorded. Thanks and let
me know if any other info is needed.
Jackie
From: Paula Prestwoodjmailto:pprestwood(0hickorync.govj
Sent: Wednesday, August 10, 2011 12:42 PM
To: Nowell, Jackie
1
Subject: Missing PPA data
Jackie,
Here are the amended copies of the Northeast POTW PPA reports for 2007,
2008 and 2009. I have highlighted the items that were amended. Let me know if there is
anything else I can help with. Have a great day.
Paula Prestwood
City of Hickory
4014 River Road
Hickory, NC 28602
(828) 294-6484
(828) 294-1740 fax
pprestwood(hickorync.gov
The City of Hickory has new email addresses!!!!
[attachment "Northeast PPA 2007.xls" deleted by Pamala Myers/R4/USEPA/US] [attachment
"Northeast PPA 2008.xls" deleted by Pamala Myers/R4/USEPA/US] [attachment "Northeast PPA
2009.xls" deleted by Pamala Myers/R4/USEPA/US]
2
Nowell, Jackie
From:
Sent:
To:
Subject:
Attachments:
Ms. Nowell (Jackie),
Myers.Pamala@epamail.epa.gov
Friday, August 05, 2011 1:22 PM
Nowell, Jackie
Comments for draft permit NC0020401, City of Hickory, WWTP
pic02695.gif; pic21624.gif; pic28019.gif; pic02125.gif; pic26576.gif;
pic21694.gif; pic22658.gif; pic26302.gif; pic17371.gif
EPA Region 4 received the draft permit for the City of Hickory in Catawba, County, North
Carolina on July 27, 2011,
Upon review of the City's application attached to the permit package it is noted that the
analytical monitoring for Mercury was performed using a less sensitive method (245.1).
It is also noted that you have addressed this in the draft permit by adding mercury
monitoring and stipulated they use the more sensitive method EPA 1631A. Thank you for
correcting that deficiency in the new draft permit.
There are
following
sometimes
(Embedded
(Embedded
(Embedded
(Embedded
(Embedded
several missing results from the priority pollutant scan, EPA Form 3510-2A, for the
pollutants. Can these be verified from the actual lab data sheets? I realize
the synonyms are confusing, but the data are available.
image moved to file: pic02695.gif) (Embedded image moved to file: pic21624.gif)
image moved to file: pic28019.gif) (Embedded image moved to file: pic02125.gif)
image moved to file: pic26576.gif) (Embedded image moved to file: pic21694.gif)
image moved to file: pic22658.gif) (Embedded image moved to file: pic26302.gif)
image moved to file: pic17371.gif)
Upon confirmation of these data results I will forward a completion of review letter.
Thank you in advance for your time in addressing these minor issues.
Pamala Myers
Environmental Engineer and Technical Advisor Pollution Control and Implementation Branch
Water Protection Division Municipal and Industrial NPDES Section U.S. EPA, Region 4 Atlanta,
GA 30303
404.562.9421
404. 562. 8692 (fax) 1.1 j 1��`" £ ��
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TA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
MEMORANDUM
To:
July 20, 2011
Britt Setzer
NC DENR / DEH / Public Water Supply Section Regional Engineer
Mooresville Regional Office
From: Jackie Nowell
Complex Permitting Unit
Subject:
Review of Draft Permit NC0020401
City of Hickory -Northeast WWTP
Catawba County
Please indicate below your agency's position or viewpoint on the draft permit and return this form by August 3, 2011.
If you have any questions on the draft permit, please contact me at 919-807-6386 or e-mail to
jackie.nowell@ncdenr.gov.
RESPONSE: (Check one)
RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR
Concur with the issuance of this permit provided the facility is operated and maintained properly, the stated effluent
limits are met prior to discharge, and the discharge does not contravene the designated water quality standards.
Concurs with issuance of the above permit, provided the following conditions are met:
Opposes the issuance of the above permit, based on reasons stated below, or attached:
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 919.807-63001 FAX: 919-807-6492 \ Customer Service:1-877.623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Naturally
11/15/12 WQS = 12 ng/L
Facility Name: Hickory NE - NC0020401
Total Mercury 1631E PQL = 0.5 ng/L
narn RAnriif'nr nary Fnr
1/1/08 5.99
2/1/08 5.98
3/1/08 9.28
4/1/08 7.98
5/1/08 27.8
6/1/08 7.45
7/1/08 3.22
8/1/08 5.59
9/1/08 7.85
10/1/08 5.9
11/1/08 5.88
12/1/08 4.75
1/1/09 3.62
2/1/09 6.07
3/1/09 6.41
4/1/09 7.19
5/1/09 6.49
6/1/09 4.09
7/1/09 5.61
8/1/09 3.93
9/1/09 6.49
10/1/09 4.78
11/1/09 12.2
12/1/09 4.35
1/1/10 8.81
2/1/10 9.41
3/1/10 20.8
4/1/10 7.25
5/1/10 20.7
6/4/10 5.29
7/1/10 3.4
8/1/10 2.39
9/1/10 5.29
10/1/10 9.95
11/1/10 9.21
12/1/10 16.6
1/1/11 23.8
2/1/11 11.8
3/1/11 13.2
4/1/11 15.2
5/1/11 20.6
6/1/11 9.63
7/1/11 5.53
8/1/11 1.54
9/1/11 2.5
10/1/11 4.62
11/1/11 6.74
12/1/11 16.7
1/1/12 34.1
2/1/12 9.05
3/1/12 2.75
4/1/12 4.07
5/1/12 3.45
6/1/12 4.39
7/1/12 13
8/1/12 5.32
9/1/12 4.31
2/1/07 20.1
3/1/07 13.5
4/1/07 5.43
5/1/07 6.27
6/1/07 4.23
7/1/07 3.48
8/1/07 3.65
9/1/07 2.1
10/1/07 3.05
11/1/07 0.517
12/1/07 7.57
Value
5.99
5.98
9.28
7.98
27.8
7.45
3.22
5.59
7.85
5.9
5.88
4.75
3.62
6.07
6.41
7.19
6.49
4.09
5.61
3.93
6.49
4.78
12.2
4.35
8.81
9.41
20.8
7.25
20.7
5.29
3.4
2.39
5.29
9.95
9.21
16.6
23.8
11.8
13.2
15.2
20.6
9.63
5.53
1.54
2.5
4.62
6.74
16.7
34.1
9.05
2.75
4.07
3.45
4.39
13
5.32
4.31
20.1
13.5
5.43
6.27
4.23
3.48
3.65
2.1
3.05
0.517
7.57
MERCURY WQBEL/TBEL EVALUATION
No Limit Required
7Q10s = 60.000 cfs
Permitted Flow= 6.000 MGD
V:2012-3
WQBEL = 89.42 ng/L
TBEL= 47 ng/L
8.1 ng/L - Annual Average for 2008
5.9 ng/L - Annual Average for 2009
9.9 ng/L - Annual Average for 2010
11.0 ng/L - Annual Average for 2011
8.9 ng/L - Annual Average for 2012
6.4 ng/L - Annual Average for 2007
Catawba Basin Fish Tissue Results - Metals
BASIN NAME 'DESCRIPTION
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Catawba
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
Lake Hickory
(COUNTY I DATE
Alexander 6-Sep-90
Alexander 6-Sep-90
Alexander
Alexander
Alexander
Alexander 13-May-97
Alexander 13-May-97
Alexander 13-May-97
Alexander 13-May-97
Alexander 13-May-97
Alexander 13-May-97
Alexander
Alexander
Alexander
Alexander 13-May-97
Alexander 13-May-97
Alexander 13-May-97
Alexander 13-May-97
Alexander 13-May-97
Alexander 13-May-97
Alexander 13-May-97
Alexander 13-May-97
Alexander 13-May-97
Alexander 13-May-97
Alexander 13-May-97
Alexander 1-Nov-07
6-Sep-90
6-Sep-90
13-Mav-97
13-May-97
13-May-97
13-Mav-97
DWQSAMPLE NO 'SPECIES
90-4933
90-4934
90-4932
90-4931
97-7511
97-7512
97-7513
97-7515
97-7516
97-7501
97-7502
97-7503
97-7504
97-7505
97-7506
97-7507
97-7508
97-7509
97-7510
97-7514
97-7517
97-7518
97-7519
97-7520
97-7521
08-13
Lepomis macrochirus
Lepomis macrochirus
Macropterus salmoides
Lepomis auritus
Pomoxis nigromaculatus
Pomoxis nigromaculatus
Pomoxis nigromaculatus
Lepomis macrochirus
Lepomis macrochirus
Micropterus salmoides
Micropterus salmoides
Micropterus salmoides
Micropterus salmoides
Micropterus salmoides
Micropterus salmoides
Micropterus salmoides
Micropterus salmoides
Micropterus salmoides
Micropterus salmoides
Lepomis auritus
Ictalurus catus
Ictalurus catus
Ictalurus catus
Ictalurus catus
Ictalurus catus
Pomoxis nigromaculatus
COMMON NAME I LENGTH (mm)
Bluegill Sunfish
Bluegill Sunfish
Largemouth Bass
Redbreast Sunfish
Black Crappie
Black Crappie
Black Crappie
Bluegill Sunfish
Bluegill Sunfish
Largemouth Bass
Largemouth Bass
Largemouth Bass
Largemouth Bass
Largemouth Bass
Largemouth Bass
Largemouth Bass
Largemouth Bass
Largemouth Bass
Largemouth Bass
Redbreast Sunfish
White Catfish
White Catfish
White Catfish
White Catfish
White Catfish
Black Crappie
WEIGHT (g) I Hg (mg/Kg)
153.0 69.5 0.06
150.0 62.7 0.03
279.0 320.0 0.12
138.0 45.2 0.07
321.0 487.0 0.07
312.0 397.0 0.09
271.0 290.6 0.05
173.0 122.5 0.02
169.0 103.5 0.02
435.0 1166.0 0.26
425.0 995.0 0.22
410.0 952.0 0.16
394.0 919.0 0.16
347.0 632.0 0.08
357.0 646.0 0.21
321.0 481.0 0.08
339.0 509.0 0.14
314.0 423.0 0.06
435.0 1166.0 0.30
162.0 98.3 0.03
385.0 891.0 0.11
375.0 816.0 0.02
303.0 454.0 0.03
314.0 528.0 0.06
294.0 376.0 0.02
233.6 197.6 0.03
Page 1
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slAY 041 0/0"Alde,640
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16/ 04t- 44* pcp,,chtv
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ed<crtioofe, 74/&101-604x
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3
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y/V& <cy/,2l ?ss'° g � ���
SOL0VJL f3J2OJIb 14/6
NPDES/Aquiffr Protection Permitting Unit Pretreatment Information Request Form
PERMIT WRITER COMPLETES THIS PART:
PERMIT WRITERS - AFTER you aet this form
Check
back from PERCS:
all that apply
- Notify PERCS if LTMP/STMP data we said should
Date of Request
10/5/2010
municipal renewal
x
be on DMRs is not really there, so we can get it for
Requestor
Jackie Nowell
new industries
you (or NOV POTW).
Facility Name
Hickory NE WWTP
WWTP expansion
- Notify PERCS if you want us to keep a specific
Permit Number
NC0020401
Speculative limits
POC in LTMP/STMP so you will have data for next
renewal.
ReRegion
g
ARO
stream reclass.
Permit
- Email PERCS draft permit, fact sheet, RPA.
Basin
Catawba
stream relocation
- Send PERCS paper copy of permit (w/o NPDES
7Q10 change
boilerplate), cover letter, final fact sheet. Email RPA
other
if changes.
other
check applicable
PERCS
staff:
Other Comments to
PERCS:
X
CTB, CHO, LUM,
NEW, ROA - Dana Folley (523)
HIW, LTN, NEU,
YAD - Monti Hassan (371)
BRD, CPF, FRB,
TAR - Sarah Morrison (208)
PERCS
Status of
PRETREATMENT
Pretreatment
STAFF COMPLETES THIS PART:
Program (check all that apply)
.
r
if
3) facility has
SIUs and DWQ approved Pretreatment Program (list "DEV"
if program still under development)
V/
3a) Full Program
with LTMP
low
TMP ti frame*
riling-RFetfee
st •
Flow,I MGD
Permitted
Actual
Time period for Actual
Next cle:
Industrial
6,14a)
6,•B10?
07 —
o$/<---
Uncontrollable
n/a
3.2601
r•
POC in
LTMP/
STMP
Parameter of
Concern (POC)
Check List
POC due to
NPDES/ Non-
Disch Permit
Limit
Required
by EPA*
Required
by 603
Sludge**
POC due
to SIU***
POTW POC
(Explain
below)""
STMP
Effluent
Freq
LTMP
Effluent
Fre.
v
BOD O
V
V
4
Q
...e
v
TSS o
✓
v
4
Q
Q= Quarterly
v
NH3
•
v
4
Q
= Month y
V
Arsenic
4
v
V
4
Q
4
Cadmium ( •:
'J
v
V
4
Q
4
Chromium . ;:e"
V
d
✓
4
Q
4
Copper *:
I/
V
V
4
Q
V
Cyanide I •
V
4
Q
all data on DMRs?
4•
Lead I•
'
v
V
4
Q
YES
X
v
Mercury •
V
4
Q i
NO (attach data)
v
Molybdenum •
v
4lilNickel
✓
v4
v
Silver
V4
v
Selenium
•
_
V
4
QQ M
4
Zinc
d
V
V
4
Q 1 A
data in spreadsheet?
Total Nitrogen •
4
Q M
YES (email to writer)
,>C
Phosphorus 1 e
4
Q M
NO
V
Pk€ oIg •
V
V4
Q M
✓
l use r e e
v
4
Q
4
Q M
4
Q M
'Always in the LTMP/S1
"" Only in LTMP/STMP
MP , '" Only in LTMP/STMP if sludge and app or composte (dif POCs for incinerators)
while SIU still discharges to POTW '*"* Only in LTMP/STMP when pollutant is still of concern to POTW
Comments to Permit Writer (ex., explanation of any POCs: info you have on IU related investigations into NPDES problems :
- Pd'il/) re Cray{ ills b e i h N tTP ® .,, ' , • fi5(us .... f -p t mi., �w
w6 ,' - ..
hidcne2010
Revised: July 24, 2007
nN-1A:1
Now
Cehi�.rv� - o I - G. oats
'F".4189_ Hrdiep
r
"zuvl
u we - 0,095
0 •o0
StwAti"-Ps' -------- 0, oc
•
04Avkje,g,
2,6,)44,4_,PO 11)0 44-\1;. orY\Le_.
y„,,V
.9e,v4.-Dst) Plo Cu.) rt4 )
•
- -z-ca Areiv, .i.- 38 a94-0 u)3J2eliZ
n, 4 5 Ape,,m,^ 4 soclv 4-63. Do cit;thz),- 1,4r344-e -
U ,,� 4 6 NCB La S �.i.,Aeja-) -/INVA .J/VV-
.-l�.O AP^°°�4 z�^"pLo�
v\kAkijii (4 14 c, sowtiA in ItA 5 r 0 - 7 ) b - A4^0
6-64-2
ne
OP-- co-IAn„Q of -, caw, ktrIA t aloe RPFI-, le-4'd- "he,'`4
0 V3-CA 0)---.0),3 (Lop_ -4\a- or?vUs_ p2_,\ GURD
ry1a
YThi31- - I''o- t„orh")P�`r et.o.
, .,op,,,,tn <S!13+$ `aolw qtr. ei
5., uG4„suct,g4t....1A_ .A4 � j�P���0
e,g ego •s. 3,tsl^ 664 RP-re\Lecft -4) sA42-04", M ttp., ko-h)
� ,,,,,.,Ql:� 1�
pore- i"„�• -ram ppy9- , livnio l"
Hickory -Northeast WWTP
NC0020401
REASONABLE POTENTIAL ANALYSIS
Qw (MGD) = 6.00
1QIOS (cfs)= 49.15
7Q1 OS (cfs) = 60.00
7QIOW (cfs) = 60.00
30Q2 (cfs) = 225.00
Avg. Stream Flow, QA (cfs) = 225.00
R eivingStream•Catawba-River
WWTP/WTP Class: IV
IWC @ 1Q10S = 15.91%
IWC @ 7QIOS = 13.42%
IWC @7Q1OW= 13.42%
IWC @ 30Q2 = 3.97%
IWC @ QA = 3.97%
Stream fiacc:_ws
Outfall 001
Qw=6 MGD
CHRONIC TESTCONCENTRATION =13.4%
PARAMETER
TYPE
(1)
STANDARDS & CRITERIA (2)
a
2
co
z
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
NC WQS /
Chronic
Applied
Standard
�/s FAV /
Acute
it
# Det. Max Pred Allowable Cw
Cw
Arsenic
Arsenic
C
C
50
10
FW(7Q10s)
I-IH/WS(Qavg)
ug/L
ug/L
122
122
0
0
2.5
2.5
Acute: NO WQS
_ _________ _ —
Chronic: 372.6
N_ o value_> Allowable C_w
Chronic: 251.9
No value > Allowable Cw
No RP, Predicted Max < 50% of Allowable Cw - No
Ti;iii;,—Pre—di-ct—ed-
Monitoring required
No RP, Predicted Max< 50%Allowable Cw - No
Monitoring required
Beryllium
NC
6.5
FW(7QI0s)
ug/L
0
0
N/A
Acute: NO WQS
_ __ ____ ---
Chronic: 48.4
--- --- _____----- --- __--- --- -
Cadmium
NC
2
FW(7Q10s)
15
ug/L
29
0
0.5
• Acute: 94.3
_ __ ______ ____
Chronic: 14.9
No value > Allowable Cw
___________________________
No RP, Predicted Max < 50% of Allowable Cw - No
Monitoring required
Chlorides
NC
250
WS(7Q10s)
mg/L
0
0
N/A
Acute: NO WQS
_ _________ _ __
Chronic: 1,863
--- __---------------- ______•
Chlorinated Phenolic Compounds
NC
1
A(30Q2)
ug/L
12
0
48.8
Acute: NO WQS
_ __ _____ ____
Chronic: 25.2
No value > Allowable Cw
___________________________.
RP but no values >Detect - apply Quarterly
Monitoring
Total Phenolic Compounds
NC
300
A(30Q2)
ug/L
121
3
30.5
Acute: NO WQS
_
C_ro_n_: _____55_.7__
No value > Allowable Cw
__N__,
_o _RP_,_P_red_i_ct_d__a_x_5__%__A_l_lowa__bl_e_Cw
Monitoring required
Chromium
NC
50
FW(7Q10s)
1022
ug/L
122
1
7.4
Acute: 6,423.6
_ _ ______ _ __
Chronic: 372.6
No value > Allowable Cw
___________________________,
No RP, Predicted Max < 50% of Allowable Cw - No
Monitoring required
Copper(AL)
NC
7
FW(7Q10s)
7
ug/L
64
31
79
Acute: 45.9
_ __ ______ ___
Chronic: 52.2
1 value(s) > Allowable Cw
___________________________,
RP for AL(Cu,Z ,,Ag,Fe,CI) - apply Quarterly
Monitoring in conjunction with TOX Test
Cyanide
NC
5
FW(7Q10s)
22
10
ug/L
121
121
68.6
Acute: 138.3
__ __ _____ ____
Chronic: 37.3
I value(s) > Allowable Cw
___________________________.
RP for non -AL - apply Monthly Monitoring with Limit
Page 1 of 2
20401rpa2011.xism, rpa
7/8/2011
Hickory -Northeast WWTP
NC0020401
REASONABLE POTENTIAL ANALYSIS
Outfall 001
Qw=6MGD
Fluoride
NC
1800
FW(7Q10s)
ug/L
0
0
N/A
Acute: NO WQS
_ _ _ _ _
Chronic:----13,412-g -
------ ----- -----------------
Lead
NC
25
FW(7Q10s)
33.8
ug/L
29
28
5.8
Acute: 212.4
_ _ _ _ _ _ _ _ _ _ _
Chronic: 186.3
No value > Allowable Cw
_ _ _ _ _ _ _ _ _ _ _ _ _
No RP, Predicted Max < 50% of Allowable Cw - No •
Monitoring required
Mercury
NC
12
FW(7Q10s)
0.5
ng/L
41
41
53.7
Acute: NO WQS
_ _ _ _ _
Chronic----- ----
89.4
No value > Allowable Cw
---------------------------•
Molybdenum
NC
160
WS(7Q10s)
ug/L
0
0
N/A
Acute: NO WQS
_ _ ---- _ _ -
Chronic:1,192.3
--
-------------------------•
Nickel
NC
25
WS(7Q10s)
261
ug/L
122
1
32.0
Acute: 1,640.5
_ _ ______ _ __
Chronic: 186.3
No value > Allowable Cw
_ _ _ _ _ _ _ _ _ _ _
No RP, Predicted Max < 50% of Allowable Cw - No
Monitoring required
Selenium
NC
5
FW(7Q10s)
56
ug/L
29
0
5.0
Acute: 352.0
___
_C_onc_ __377i
No value > Allowable Cw
_No
_P,_ Pred_ct_ed _ax_ 50_ _f Al_w_ble Cw_N_
Monitoring required
Silver (AL)
NC
0.06
FW(7Q10s)
1.23
ug/L
56
0
21.875
Acute: 7.731
Chronic: 0.447
56 value(s) > Allowable Cw
RP but no values >Detect - apply Quarterly
Monitoring
Zinc (AL)
NC
50
FW(7Q10s)
67
ug/L
61
61
249.6
Acute: 421.1
-
Chronic: 372.E
No value > Allowable Cw
_ _ _ _ _ _ _ _ _ _ _
No RP ,Predicted Max a 50% of Allowable Cw -
defer to LIMP
Toluene
NC
11
FW(7Q10s)
µg/1
29
4
15.00000
Acute: NO WQS
_ _ _ _ _ _ _ _ _
Chronic: 81.96721
No value > Allowable Cw
_ _ _ _ _ _ _ _ _ _ _ _ _ _
No RP, Predicted Max < 50% of Allowable Cw- - No
Monitoring required
0
0
N/A
Acute:
- - ---------------------------------------
Chronic:
•
0
0
N/A
Acute:
_
Chronic: ----------
----------------------------
0
0
N/A
Acute:
- - --------------------------------------
Chronic:
Page 2 of 2
20401rpa2011.xlsm, rpa
7/8/2011
REASONABLE POTENTIAL ANALYSIS
1
Arsenic - FW Standard
Date Data BDL=1/2DL Results
1 < 5. 2.5 Std Dev.
2 < 5. 2.5 Mean
3 < 5. 2.5 C.V.
4 n
5 < 5. 2.5
6 < 5. 2.5 Mult Factor =
7 < 5. 2.5 Max. Value
8 < 5. 2.5 Max. Pred Cw
9 < 5. 2.5
10 < 5. 2.5
11 < 5. 2.5
12 < 5. 2.5
13 < 5. 2.5
14 < 5. 2.5
15 < 5. 2.5
16 < 5. 2.5
17
18 < 5. 2.5
19 < 5. 2.5
20 < 5. 2.5
21 < 5. 2.5
22 < 5. 2.5
23 < 5. 2.5
24
25 < 5. 2.5
26 < 5. 2.5
27 < 5. 2.5
28 < 5. 2.5
29 < 5. 2.5
30 < 5. 2.5
31
32 < 5. 2.5
33 < 5. 2.5
34 < 5. 2.5
35 < 5. 2.5
36 < 5. 2.5
37 < 5. 2.5
38 < 5. 2.5
39 < 5. 2.5
40 < 5. 2.5
41
42 < 5. 2.5
43 < 5. 2.5
44 < 5. 2.5
45 < 5. 2.5
46 < 5. 2.5
47 < 5. 2.5
48 < 5. 2.5
49 < 5. 2.5
50 < 5. 2.5
51 < 5. 2.5
52 < 5. 2.5
53 < 5. 2.5
54
55
56 < 5. 2.5
57 < 5. 2.5
58 < 5. 2.5
59 < 5. 2.5
60
61
62
63 < 5. 2.5
64
65 < 5. 2.5
66 < 5. 2.5
67
68 < 5. 2.5
69 < 5. 2.5
0.0000
2.5000
0.0000
122
1.00
2.5 ug/L
2.5 ug/L
2
Arsenic - HHIWS Standards
Date Data BDL=1l2DL Results
1 1/0/1900 < 5 2.5 Std Dev. 0.0000
2 1/0/1900 < 5 2.5 Mean 2.5000
3 1/0/1900 < 5 2.5 C.V. 0.0000
4 n 122
5 1/0/1900 < 5 2.5
6 1/0/1900 < 5 2.5 Mult Factor = 1.00
7 1/0/1900 < 5 2.5 Max. Value 2.5 ug/L
8 1/0/1900 < 5 2.5 Max. Pred Cw 2.5 ug/L
9 1/0/1900 < 5 2.5
10 1/0/1900 < 5 2.5
11 1/0/1900 < 5 2.5
12 1/0/1900 < 5 2.5
13 1/0/1900 < 5 2.5
14 1/0/1900 < 5 2.5
15 1/0/1900 < 5 2.5
16 1/0/1900 < 5 2.5
17
18 1/0/1900 < 5 2.5
19 1/0/1900 < 5 2.5
20 1/0/1900 < 5 2.5
21 1/0/1900 < 5 2.5
22 1/0/1900 < 5 2.5
23 1/0/1900 < 5 2.5
24
25 1/0/1900 < 5 2.5
26 1/0/1900 < 5 2.5
27 1/0/1900 < 5 2.5
28 1/0/1900 < 5 2.5
29 1/0/1900 < 5 2.5
30 1/0/1900 < 5 2.5
31
32 1/0/1900 < 5 2.5
33 1/0/1900 < 5 2.5
34 1/0/1900 < 5 2.5
35 1/0/1900 < 5 2.5
36 1/0/1900 < 5 2.5
37 1/0/1900 < 5 2.5
38 1/0/1900 < 5 2.5
39 1/0/1900 < 5 2.5
40 1/0/1900 < 5 2.5
41
42 1/0/1900 < 5 2.5
43 1/0/1900 < 5 2.5
44 1/0/1900 < 5 2.5
45 1/0/1900 < 5 2.5
46 1/0/1900 < 5 2.5
47 1/0/1900 < 5 2.5
48 1/0/1900 < 5 2.5
49 1/0/1900 < 5 2.5
50 1/0/1900 < 5 2.5
51 1/0/1900 < 5 2.5
52 1/0/1900 < 5 2.5
53 1/0/1900 < 5 2.5
54
55
56 1/0/1900 < 5 2.5
57 1/0/1900 < 5 2.5
58 1/0/1900 < 5 2.5
59 1/0/1900 < 5 2.5
60
61
62
63 1/0/1900 < 5 2.5
64
65 1/0/1900 < 5 2.5
66 1/0/1900 < 5 2.5
67
68 1/0/1900 < 5 2.5
69 1/0/1900 < 5 2.5
-1-
20401 Hgrpa2011.xlsm, data
7/19/2011
REASONABLE POTENTIAL ANALYSIS
70 .F.1 5. 2.5
• 71 r e;s 5. 2.5
72 :<- 5. 2.5
73 IA 5. 2.5
744'1 5. 2.5
75 . 5. 2.5
76 t ;<` 5. 2.5
77< 5. 2.5
78 k 5. 2.5
79 i
80 <' 5. 2.5
81 4'�<1 5. 2.5
82 I YCI 5. 2.5
83 �'?! 5. 2.5
84 k<': 5. 2.5
85 ' `<'
!-� 5. 2.5
86 5. 2.5
87 5. 2.5
88 I
89 1•=zi 5. 2.5
90 c 5. 2.5
91 p-< 5. 2.5
92 E:<,, 5. 2.5
93 <: 5. 2.5
94
95 1'< 5. 2.5
96 t°<° 5. 2.5
97 fe 5. 2.5
98 :<
5. 2.5
99 'z<; 5. 2.5
100 r.- 5. 2.5
101 t :1 5. 2.5
102 <•1 5. 2.5
103 i<.a 5. 2.5
104
105 1,:`
.t 5. 2.5
106 L<j 5. 2.5
107 i < 5. 2.5
108 t.i<1 5. 2.5
109ts
,..,, 5. 2.5
110 ,'<I 5. 2.5
111 <; 5. 2.5
112 < 5. 2.5
113 .< 5. 2.5
114 ;:<1 5. 2.5
115 ?:<'� 5. 2.5
116 ; r 5. 2.5
117 =` '
118 r: -a'•.
119 N. 7; 5. 2.5
120 = << 5. 2.5
121 <, 5. 2.5
122 <<j 5. 2.5
123
,..E
124 1
.125
126 < 5. 2.5
127
128
129
130
131 i' 5. 2.5
132 ; <. 5. 2.5
133 i. <; 5. 2.5
134 :< I 5. 2.5
135 R,;<< 5. 2.5
136 <i 5. 2.5
137 s <; 5. 2.5
138 : < 5. 2.5
139 G << 5. 2.5
140 'i:<a 5. 2.5
141 ;r<: 5. 2.5
142 `•2? 5. 2.5
143 <i 5. 2.5
}: <; 5. 2.5
! •:1 5. 2.5
70 1/0/1900 < 5 2.5
71 1/0/1900 < 5 2.5
72 1/0/1900 < 5 2.5
73 1/0/1900 < 5 2.5
74 1/0/1900 < 5 2.5
75 1/0/1900 < 5 2.5
76 1/0/1900 < 5 2.5
77 1/0/1900 < 5 2.5
78 1/0/1900 < 5 2.5
79
80 1/0/1900 < 5 2.5
81 1/0/1900 < 5 2.5
82 1/0/1900 < 5 2.5
83 1/0/1900 < 5 2.5
84 1/0/1900 < 5 2.5
85 1/0/1900 < 5 2.5
86 1/0/1900 < 5 2.5
87 1/0/1900 < 5 2.5
88
89 1/0/1900 < 5 2.5
90 1/0/1900 < 5 2.5
91 1/0/1900 < 5 2.5
92 1/0/1900 < 5 2.5
93 1/0/1900 < 5 2.5
94
95 1/0/1900 < 5 2.5
96 1/0/1900 < 5 2.5
97 1/0/1900 < 5 2.5
98 1/0/1900 < 5 2.5
99 1/0/1900 < 5 2.5
100 1/0/1900 < 5 2.5
101 1/0/1900 < 5 2.5
102 1/0/1900 < 5 2.5
103 1/0/1900 < 5 2.5
104
105 1/0/1900 < 5 2.5
106 1/0/1900 < 5 2.5
107 1/0/1900 < 5 2.5
108 1/0/1900 < 5 2.5
109 1/0/1900 < 5 2.5
110 1/0/1900 < 5 2.5
111 1/0/1900 < 5 2.5
112 1/0/1900 < 5 2.5
113 1/0/1900 < 5 2.5
114 1/0/1900 < 5 2.5
• 115 1/0/1900 < 5 2.5
116 1/0/1900 < 5 2.5
117 .
118
119 1/0/1900 < 5 2.5
120 1/0/1900 < 5 2.5
121 1/0/1900 < 5 2.5
122 1/0/1900 < 5 2.5
123
124
125
126 1/0/1900 < 5 2.5
127
128 1/0/1900 < 5 2.5
129 1/0/1900 < 5 •2.5
130
131 1/0/1900 < 5 2.5
132 1/0/1900 < 5 2.5
133 1/0/1900 < 5 2.5
134 1/0/1900 < 5 2.5
135 1/0/1900 < 5 2.5
136 1/0/1900 < 5 2.5
137 1/0/1900 < 5 2.5
138 1/0/1900 < 5 2.5
139 1/0/1900 < 5 2.5
140 1/0/1900 < 5 2.5
141 1/0/1900 < 5 2.5
142 1/0/1900 < 5 2.5
143 1/0/1900 < 5 2.5
-2-
20401 Hgrpa2011.xlsm, data
7/19/2011
REASONABLE POTENTIAL ANALYSIS
SfMtC002A--fr)
5. 2.5
2.5
IY/fr (:4
144 1/0/1900 < 5 2.5
145
146 1/0/1900 < 5 2.5
147
20401 Hgrpa2011.xlsm, data
- 3 - 7/19/2011
REASONABLE POTENTIAL ANALYSIS
Cadmium
Date Data BDL=1l2DL Results
1 1/1/2009 < 1 0.5 Std Dev. 0.0000
2 < 1 0.5 Mean 0.5000
3 < 1 0.5 C.V. 0.0000
4 < 1 0.5 n 29
5 < 1 0.5
6 < 1 0.5 Mult Factor =
7 < 1 0.5 Max. Value
8 < 1 0.5 Max. Pred Cw
9 < 1 0.5
10 < 1 0.5
11 < 1 0.5
12 < 1 0.5
13 < 1 0.5
14 < 1 0.5
15 < 1 0.5
16 < 1 0.5
17 < 1 0.5
18 < 1 0.5
19 < 1 0.5
20 c 1 0.5
21 < 1 0.5
22 < 1 0.5
23 < 1 0.5
24 < 1 0.5
25 < 1 0.5
26 < 1 0.5
27 < 1 0.5
28 < 1 0.5
29 < 1 0.5
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
USE ONLY
"PASTE
SPECIAL -
Values" WITH
"COPY"
1.00
0.5 ug/L
0.5 ug/L
Chlorinated Phenolic Compounds
Date Data BDL=II2DL
1 7/1/2009 < 5.2 2.6
2 < 5.2 2.6
3 < 26 13
4 < 10.4 5.2
5 1/1/2008 < 5.1 2.55
6 < 5.1 2.55
7 < 25.3 12.65
8 < 10.1 5.05
9 4/1/2011 < 5.6 2.8
10 < 5.6 2.8
11 < 27.8 13.9
12 < 11.1 5.55
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
Results
Std Dev.
Mean
C.V.
n
USE ONLY -
"PA STG
SPECIAL -
Values" WITH
Y„
4.5200
5.9375
0.7613
12
Mult Factor = 3.51
Max. Value 13.9 ug/L
Max. Pred Cw 48.8 ug/L
-4-
20401 Hgrpa2011.xlsm, data
7/19/2011
REASONABLE POTENTIAL ANALYSIS
Total Phenolic Compounds
Chromium
Date Data BDL=1/2DL Results • Date Data BDL=1/2DL Results
1 Std Dev. 2.5046 1 < 5, 2.5 Std Dev.
2 < 10. 5 Mean 5.3884 2 < 5. 2.5 Mean
3 < 10. 5 C.V. 0.4648 3 < 5. 2.5 C.V.
4 n 121 4 n
5 < 10. 5 5 < 5. 2.5
6 < 10. 5 MuIt Factor = 1.27 6 < 5. 2.5 Mult Factor =
7 < 10. 5 Max. Value 24.0 ug/L 7 < 5. 2.5 Max. Value
8 < 10. 5 Max. Pred Cw 30.5 ug/L 8 < 5. 2.5 Max. Pred Cw
9 < 10. 5 9 < 5. 2.5
10 < 10. 5 10 < 5. 2.5
11 < 10. 5 11 < 5. 2.5
12 < 10. 5 12 < 5. 2.5
13 < 10. 5 13 < 5. 2.5
14 < 10. 5 14 6.8 6.8
15 < 10. 5 15 < 5. 2.5
16 < 10. 5 16 < 5. 2.5
17 17
18 < 10. 5 18 < 5. 2.5
19 < 10. 5 19 < 5. 2.5
20 < 10. 5 20 < 5. 2.5
21 < 10. 5 21 < 5. 2.5
22 < 10. 5 22 < 5. 2.5
23 < 10. 5 23 < 5. 2.5
24 24
25 < 10. 5 25 < 5. 2.5
26 < 10. 5 26 < 5. 2.5
27 < 10. 5 27 < 5. 2.5
28 < 10. 5 28 < 5. 2.5
29 < 10. 5 29 < 5. 2.5
30 < 10. 5 30 < 5. 2.5
31 31
32 < 10. 5 32 < 5. 2.5
33 < 10. 5 33 < 5. 2.5
34 < 10. 5 34 < 5. 2.5
35 < 10. 5 35 < 5. 2.5
36 < 10. 5 36 < 5. 2.5
37 < 10. 5 37 < 5. 2.5
38 < 10. 5 38 < 5. 2.5
39 < 10. 5 39 < 5. 2.5
40 < 10. 5 40 < 5. 2.5
41 41
42 < 10. 5 42 < 5. 2.5
43 < 10. 5 43 < 5. 2.5
44 < 10. 5 44 < 5. 2.5
45 < 10. 5 45 < 5. 2.5
46 < 10. 5 46 < 5. 2.5
47 < 10. 5 47 < 5. 2.5
48 22. 22 48 < 5. 2.5
49 < 10. 5 49 < 5. 2.5
50 < 10. 5 50 < 5. 2.5
51 < 10. 5 51 < 5. 2.5
52 < 10. 5 52 < 5. 2.5
53 < 10. 5 53 < 5. 2.5
54 54
55 55
56 < 10. 5 56 < 5. 2.5
57 < 10. 5 57 < 5. 2.5
58 < 10. 5 58 < 5. 2.5
59 < 10. 5 59 < 5. 2.5
60 60
61 61
,62 62
63 `•.< 10. 5 63 < 5. 2.5
64 64
65 < 10. 5 65 < 5. 2.5
66 < 10. 5 66 < 5. 2.5
67 67
68 < 10. 5 68 5. 2.5
69Gj 10. 5 69 5. 2.5
0.3893
2.5352
0.1536
122
1.09
6.8 ug/L
7.4 ug/L
-7-
20401 Hgrpa2011.xlsm, data
7/19/2011
REASONABLE POTENTIAL ANALYSIS
70 < 10. 5
71 < 10. 5
72 < 10. 5
73 16. 16
74 < 10. 5
75 < 10. 5
76 < 10. 5
77 < 10. 5
78 < 10. 5
79
80 < 10. 5
81 24. 24
82 < 10. 5
83 < 10. 5
84 < 10. 5
85 < 10. 5
86 < 10. 5
87 < 10. 5
88
89 < 10. 5
90 < 10. 5
91 < 10. 5
92 < 10. 5
93 < 10. 5
94
95 < 10. 5
96 < 10. 5
97 < 10. 5
98 < 10. 5
99 < 10. 5
100 < 10. 5
101 < 10. 5
102 < 10. 5
103 < 10. 5
104
105 < 10. 5
106 < 10. 5
107 < 10. 5
108 < 10. 5
109 < 10. 5
110 < 10. 5
111 < 10. 5
112 < 10. 5
113 < 10. 5
114 < 10. 5
115 < 10. 5
116 < 10. 5
117
118
119 < 10. 5
120 < 10. 5
121 < 10. 5
122 < 10. 5
123
124
125
126 < 10. 5
127
128 < 10. 5
129 < 10. 5
130
131 < 10. 5
132 < 10. 5
133 < 10. 5
134 < 10. 5
135 < 10. 5
136 < 10. 5
137 < 10. 5
138 < 10. 5
139 < 10. 5
140 < 10. 5
141 < 10. 5
142 < 10. 5
143 < 10. 5
70 < 5. 2.5
71 < 5. 2.5
72 < 5. 2.5
73 < 5. 2.5
74 < 5. 2.5
75 < 5. 2.5
76 < 5. 2.5
77 < 5. 2.5
78 < 5. 2.5
79
80 < 5. 2.5
81 < 5. 2.5
82 < 5. 2.5
83 < 5. 2.5
84 < 5. 2.5
85 < 5. 2.5
86 < 5. 2.5
87 < 5. 2.5
88
89 < 5. 2.5
90 < 5. 2.5
91 < 5. 2.5
92 < 5. 2.5
93 < 5. 2.5
94
95 < 5. 2.5
96 < 5. 2.5
97 < 5. 2.5
98 < 5. 2.5
99 < 5. 2.5
100 < 5. 2.5
101 < 5. 2.5
102 < 5. 2.5
103 < 5. 2.5
104
105 < 5. 2.5
106 < 5. 2.5
107 < 5. 2.5
108 < 5. 2.5
109 < 5. 2.5
110 < 5. 2.5
111 < 5. 2.5
112 < 5. 2.5
113 < 5. 2.5
114 < 5. 2.5
115 < 5. 2.5
116 < 5. 2.5
117
118
119 < 5. 2.5
120 < 5. 2.5
121 < 5. 2.5
122 < 5. 2.5
123
124
125
126 < 5. 2.5
127
128 < 5. 2.5
129 < 5. 2.5
130
131 < 5. 2.5
132 < 5. 2.5
133 < 5. 2.5
134 < 5. 2.5
135 < 5. 2.5
136 < 5. 2.5
137 < 5. 2.5
138 < 5. 2.5
139 < 5. 2.5
140 < 5. 2.5
141 < 5. 2.5
142 < 5. 2.5
143 < 5. 2.5
-8-
204011igrpa2011.xlsm, data
7/19/2011
REASONABLE POTENTIAL ANALYSIS
?Vie/ At4...,4
10. 5
10. 5
eArvvi /tom
5. 2.5
2.5
-9-
20401 Hgrpa2011.xlsm, data
7/19/2011
REASONABLE POTENTIAL ANALYSIS
Copper (AL)
Date Data BDL=I/2DL Results
1 < 38. 19 Std Dev. 7.9514
2 15.5 15.5 Mean 20.0516
3 < 38. 19 C.V. 0.3965
4 n 64
5 < 38. 19
6 < 38. 19 Mult Factor = 1.38
7 15.2 15.2 Max. Value 57.0 ug/L
8 < 38, 19 Max. Pred Cw 78.7 ug/L
10
9 9.8 9.8
10 < 38. 19
11 11.8 11.8
12
13 < 38. 19
14 15.2 15.2
15 < 38. 19
16
17 11.6 11.6
18 < 38. 19
19
20 14.3 14.3
21 < 38. 19
22 20.8 20.8
23 < 38. 19
24 20.3 20.3
25
26 < 38. 19
27 13.8 13.8
28 < 38. 19
29 24.3 24.3
30 < 38. 19
31
32
33 25.9 25.9
34 < 38. 19
35
36
37
38
39 21.3 21.3
40 < 38. 19
41
42 < 38. 19
43 < 38. 19
44 15.1 15.1
45 39. 39
46 37.8 37.8
47 < 38. 19
48
49 13.9 13.9
50 57. 57
51 29.1 29.1
52 < 38. 19
53
54 15.4 15.4
55 < 38. 19
56
57 14. 14
58 < 38. 19
59 10.1 10.1
60 < 38. 19
61
62 15.5 15.5
63 < 38. 19
64 < 38. 19
65 17.4 17.4
66 38. 38
67 < 38. 19
68 < 38. 19
69 46.6 46.6
USE ONLY
"PASTE
SPECIAL -
Values" WITH
"COPY"..
Cyanide
Date Data BDL=I/2DL Results
1 5. 5 Std Dev.
2 7. 5 Mean
3 C.V.
4 5. 5 n
5 8. 5
6 9. 5 Mult Factor =
7 5. 5 Max. Value
8 6. 5 Max. Pred Cw
9 11. 11
10 5. 5
11 7. 5
12 5. 5
13 7. 5
14 5. 5
15 8. 5
16
17 5. 5
18 8. 5
19 5. 5
20 5. 5
21 5. 5
22 5. 5
23
24 5. 5
25 5. 5
26 5. 5
27 5. 5
28 5. 5
29 5. 5
30
31 6. 5
32 6. 5
33 5. 5
34 5. 5
35 5. 5
36 5, 5
37 6. 5
38 5. 5
39 5. 5
40
41 11. 11
42 5. 5
43 6. 5
44 7. 5
45 5. 5
46 8. 5
47 8. 5
48 5. 5
49 5. 5
50 5. 5
51 5. 5
52 5. 5
53
54
55 5. 5
56 5. 5
57 5. 5
58 5. 5
59
60
61
62 5. 5
63
64 6. 5
65 8. 5
66
67 5. 5
68 5. 5
69 8. 5
4.6579
6.23
0.7475
121
1.43
48.0 ug/L
68.6 ug/L
-10-
20401 Hgrpa2011.xlsm, data
7/19/2011
REASONABLE POTENTIAL ANALYSIS
70 < 38 19
71
72
73
74
75
76
77
78
79 24.8 24.8
80
81 < 38. 19
82 17.1 17.1
83 < 38. 19
84 13.1 13.1
85 < 38. 19
86 17.8 17.8
87 < 38. 19
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
14.8
< 38.
14.8
19
70 6. 5
71 18. 18
72 6. 5
73 6. 5
74 6. 5
75 5. 5
76 14. 14
77 6. 5
78
79 12. 12
80 11. 11
81 5. 5
82 5. 5
83 9. 5
84 6. 5
85 48. 48
86 5. 5
87
88 5. 5
89 13. 13
90 11. 11
91 5. 5
92 5. 5
93
94 5. 5
95 5. 5
96 5. 5
97 5. 5
98 5. 5
99 5. 5
100 5. 5
101 5. 5
102 5. 5
103
104 5. 5
105 5. 5
106 5. 5
107 5. 5
108 13. 13
109 18. 18
110 12. 12
111 5. 5
112 5. 5
113 5. 5
114 5. 5
115 5. 5
116
117
118 5. 5
119 5. 5
120 5. 5
121 5. 5
122
123
124
125 5. 5
126
127 5. 5
128 5. 5
129
130 5. 5
131 6. 5
132 5. 5
133 12. 12
134 5. 5
135 5. 5
136 5. 5
137 5. 5
138 5. 5
139 5. 5
140 5. 5
141 5. 5
142 6. 5
143 15. 15
-11-
20401Iigrpa2011.xlsm, data
7/19/2011
REASONABLE POTENTIAL ANALYSIS
144
145
146
147
144
145
146
147
/1,A,
5
-12-
20401 Hgrpa2011.xlsm, data
7/19/2011
REASONABLE POTENTIAL ANALYSIS
15
Nickel
USE ONLY ;.
"PASTE
SPECIAL -
Values" WIT
Date Data BDL=1/2DL Results • - "
1 < 50. 25 Std Dev. 9.4369
2 < 5. 2.5 Mean 19.8762
3 < 50. 25 C.V. 0.4748
4 n 122
5 < 50. 25
6 < 50. 25 Mult Factor = 1.28
7 < 5. 2.5 Max. Value 25.0 ug/L
8 < 50. 25 Max. Pred Cw 32.0 ug/L
9 < 50. 25
10 < 50. 25
11 < 5. 2.5
12 < 50. 25
13 < 50. 25
14 < 50. 25
15 < 50. 25
16 < 5. 2.5
17
18 < 50. 25
19 < 50. 25
20 < 50. 25
21 < 5. 2.5
22 < 50. 25
23 < 50. 25
24
25 < 50. 25
26 < 5. 2.5
27 < 50. 25
28 < 50. 25
29 < 50. 25
30 < 50. 25
31
32 < 5. 2.5
33 < 50. 25
34 < 50. 25
35 < 50. 25
36 < 5. 2.5
37 < 50. 25
38 < 50. 25
39 < 50. 25
40 < 5. 2.5
41
42 < 50. 25
43 < 50. 25
44 < 50. 25
45 < 50. 25
46 < 5. 2.5
47 50. 25
48 50. 25
49 50. 25
50 7.4 7.4
51 50. 25
52 50. 25
53 < 50. 25
54
55
56 < 5. 2.5
57 < 50. 25
58 < 50. 25
59 < 50. 25
60
61
62
63 < 50. 25
64
65 < 5. 2.5
66 < 50. 25
67
68 < 50. 25
69 < 50. 25
16
Selenium
USE ONLY
"PASTE
SPECIAL -
Values" WITH
"COPY"
Date Data BDL=1/2DL Results
1 1/1/2011 < 10 5 Std Dev. 0.0000
2 < 10 5 Mean 5.0000
3 < 10 5 C.V. 0.0000
4 < 10 5 n 29
5 < 10 5
6 1/1/2010 < 10 5 Mull Factor = 1.00
7 < 10 5 Max. Value 5.0 ug/L
8 < 10 5 Max. Pred Cw 5.0 ug/L
9 < 10 5
10 < 10 5
11 < 10 5
12 < 10 5
13 < 10 5
14 < 10 5
15 < 10 5
16 < 10 5
17 < 10 5
18 1/1/2009 < 10 5
19 < 10 5
20 < 10 5
21 < 10 5
22 < 10 5
23 < 10 5
24 < 10 5
25 < 10 5
26 < 10 5
27 < 10 5
28 < 10 5
29 < 10 5
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
- 16 -
20401Hgrpa2011.xlsm, data
7/19/2011
REASONABLE POTENTIAL ANALYSIS
70 < 5. 2.5
71 < 50. 25
72 < 50. 25
73 < 50. 25
74 < 5. 2.5
75 < 50. 25
76 < 50. 25
77 < 50. 25
78 < 50. 25
79
80 < 5. 2.5
81 < 50. 25
82 < 50. 25
83 < 50. 25
84 < 5. 2.5
85 < 50. 25
86 < 50. 25
87 < 50. 25
88
89 < 5. 2.5
90 < 50. 25
91 < 50. 25
92 < 50. 25
93 < 50. 25
94
95 < 5. 2.5
96 < 50. 25
97 < 50. 25
98 < 50. 25
99 < 5. 2.5
100 < 50. 25
101 < 50. 25
102 < 50. 25
103 < 50. 25
104
105 < 5. 2.5
106 < 50. 25
107 < 50. 25
108 < 50. 25
109 < 5. 2.5
110 < 50. 25
111 < 50. 25
112 < 50. 25
113 < 5. 2.5
114 < 50. 25
115 < 50. 25
116 < 50. 25
117
118
119 < 5. 2.5
120 < 50. 25
121 < 50. 25
122 < 50. 25
123
124
125
126 < 50. 25
127
128 < 5. 2.5
129 < 50. 25
130
131 < 50. 25
132 < 50. 25
133 < 5. 2.5
134 < 50. 25
135 < 50. 25
136 < 50. 25
137 < 5. 2.5
138 < 50. 25
139 < 50. 25
140 < 50. 25
141 < 50. 25
142 < 5. 2.5
143 < 50. 25
- 17 -
20401 Hgrpa2011.xlsm, data
7/19/2011
REASONABLE POTENTIAL ANALYSIS
50. 25
50. 25
-18-
20401 Hgrpa2011.xlsm, data
7/19/2011
REASONABLE POTENTIAL ANALYSIS
17
Silver (AL)
Date Data BDL=1/2DL Results
1 < 5. 2.5 Std Dev.
2 Mean
3 < 25. 12.5 C.V.
4 < 5. 2.5 n
5 < 25. 12.5
6 < 5. 2.5 Mull Factor = 1.75
7 < 25. 12.5 Max. Value 12.500 ug/L
8 < 5. 2.5 Max. Pred Cw 21.875 ug/L
9
10 < 25. 12.5
11 < 5. 2.5
12 < 25. 12.5
13
14 < 5. 2.5
15 < 25. 12.5
16
17 < 5. 2.5
18 < 25. 12.5
19 < 5. 2.5
20 < 25. 12.5
21 < 5. 2.5
22
23 < 25. 12.5
24 < 5. 2.5
25 < 25. 12.5
26 < 5. 2.5
27 < 25. 12.5
28
29
30 < 5. 2.5
31 < 25. 12.5
32
33
34
35
36 < 5. 2.5
37
38 < 25. 12.5
39 < 5. 2.5
40 < 25. 12.5
41 < 5. 2.5
42 < 25. 12.5
43
44 < 5. 2.5
45 < 25. 12.5
46 < 5. 2.5
47 < 25. 12.5
48
49 < 5. 2.5
50 < 25. 12.5
51
52 < 5. 2.5
53 < 25. 12.5
54 < 5. 2.5
55 < 25. 12.5
56
57 < 5. 2.5
58 < 25. 12.5
59 < 5. 2.5
60 < 25. 12.5
61 < 5. 2.5
62 < 25. 12.5
63
64
65 < 5. 2.5
66 < 25. 12.5
67
68
69
5.0452
7.5000
0.6727
56
18
Zinc (AL)
Date Data BDL=1r2DL Results
1 103. 103 Std Dev.
2 90. 90 Mean
3 138. 138 C.V.
4 115. 115 n
5 85.4 85.4
6 112. 112 Mull Factor =
7 90.9 90.9 Max. Value
8 Max. Pred Cw
9 88. 88
10 72.2 72.2
11 94. 94
12
13 77.3 77.3
14 69. 69
15
16 64.7 64.7
17 97. 97
18 76.5 76.5
19 83. 83
20 66.3 66.3
21
22 93. 93
23 74.6 74.6
24 170. 170
25 120. 120
26 108. 108
27
28
29 91.4 91.4
30 107. 107
31
32
33
34
35 99.5 99.5
36 136. 136
37
38 115. 115
39 120. 120
40 71.3 71.3
41 123. 123
42 130. 130
43 132. 132
44
45 98.4 98.4
46 192. 192
47 118. 118
48 176. 176
49
50 85.3 85.3
51 129. 129
52
53 82.6 82.6
54 111. 111
55 73.7 73.7
56 145. 145
57
58 61.4 61.4
59 78. 78
60 93. 93
61 51. 51
62 87. 87
63 78. 78
64 52. 52
65 124. 124
66 78. 78
67
68
69 35.1 35.1
29.6213
97.2475
0.3046
61
1.30
192.0 ug/L
249.6 uglL
-19-
20401 Hgrpa2011.xlsm, data
7/19/2011
REASONABLE POTENTIAL ANALYSIS
70
71 < 5. 2.5
72
73 < 25. 12.5
74 < 5. 2.5
75 < 25. 12.5
76 < 5. 2.5
77 < 25. 12.5
78 < 5. 2.5
79 < 25. 12.5
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
70 72. 72
71
72
73
74
75 87.1 87.1
76
77 85. 85
78 81.2 81.2
79 83. 83
80 81.1 81.1
81 103. 103
82 91.1 91.1
83 87. 87
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
-20-
20401 Hgrpa2011.xlsm, data
7/19/2011
REASONABLE POTENTIAL ANALYSIS
19
Toluene
Date Data BDL=1/2DL Results
1 1/1/2011 < 5 2.5 Std Dev. 1.3783
2 < 5 2.5 Mean 2.3621
3 7.5 7.5 C.V. 0.5835
4 < 5 2.5 n 29
5 5.2 5.2
6 1 /1 /2010 < 5 2.5 Mult Factor = 2.00
7 < 5 2.5 Max. Value 7.500000 pg/l
8 < 5 2.5 Max. Pred Cw 15.000000 pg/I
9 < 5 2.5
10 < 5 2.5
11 < 5 2.5
12 < 5 2.5
13 < 5 2.5
14 < 5 2.5
15 < 5 2.5
16 < 5 2.5
17 < 5 2.5
18 1/1/2009.< 5 2.5
19 < 5 2.5
20 < 5 2.5
21 < 5 2.5
22 < 5 2.5
23 < 1 0.5
24 < 1 0.5
25 < 1 0.5
26 1.7 1.7
27 < 1 0.5
28 < 1 0.5
29 1.6 1.6
USE ONLY
"PASTE
SPECIAL -
Values" WITH
"COPY"
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
-22-
20401Hgrpa2011.xlsm, data
7/19/2011
Hickory -Northeast WWTP
NC0020401
Aferwiy 4240v
REASONABLE POTENTIAL ANALYSIS
Qw (MOD) = 6.00
1 Q 10S (cfs) = 0.00
7Q1OS (cfs)--- 0.00
7Q 1 OW (cfs) = 60.00
30Q2 (cfs) = 225.00
Avg. Stream Flow, QA (cfs) = 225.00
Receiving Stream: Catawba River
WWTP/WTP Class: IV
IWC @ 1Q1OS = 100.00%
IWC ® 7Q1OS = 100.00%
IWC@7Q1OW= 13.42%
IWC @ 30Q2 = 3.97%
IWC @ QA = 3.97%
Stream Class:-ws
Outfall 001
Qw = G MGD
CHRONIC -TEST CONCENTRATION = DEFAULT % -
=90%
PARAMETER
TYPE
(1)
STANDARDS & CRITERIA (2)
a
UNITS
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
NC WQS / Applied %s FAV /
Chronic Standard Acute
Max Pred
n # Det. Cw Allowable Cw
Mercury
NC
12 FW(7Q10s)
0.5
ng/L
41 41
53.7
Acute: NO WQS
_ __ __________________________________
Chronic: 12.0
9 value(s) > Allowable Cw
RP for non -AL - apply Monthly Monitoring with Limit
0 0
N/A
Acute:
- - ---------------------------------------
Chronic:
0 0
N/A
Acute:
- - --------------------------------------
Chronic:
0 0
N/A
Acute:
- - ---------------------------------------
Chronic:
Page 1 of 1
20401Hgrpa2011.xlsm, rpa
7/19/2011
To: Western NPDES Unit
Surface Water Protection Section
Attention: Jackie Nowell
SOC PRIORITY PROJECT: No
Date: January 21, 2010
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Catawba
NPDES Permit No.: NC0020401
PART I - GENERAL INFORMATION
1. Facility and address: City of Hickory Northeast WWTP
Post Office Box 398
Hickory, N.C. 28603-0398
Physical Location
310 Cloninger Mill Rd
Hickory, NC 28601
2. Date of investigation: January 20, 2010
3. Report prepared by: Michael L. Parker, Environmental Engineer II
4. Person contacted and telephone number: Keith Rhyne, ORC (828) 323-7540.
5. Directions to site: The WWTP site is located on the right (west) side of SR 1400
(Cloninger Mill Rd., N.E.) 0.15 mile southeast of the jct. of SR 1400 and Hwy. 127 in
northern Catawba County.
6. Discharge point(s), list for all discharge points:
Latitude: 35° 48' 00"
Longitude: 81° 18' 05"
Attach a USGS Map Extract and indicate treatment plant site and discharge point on map.
USGS Quad No.: D 13 SE
7. Receiving stream or affected surface waters: Catawba River (Lake Hickory)
a. Classification: WS-IV, B
b. River basin and subbasin no.: Catawba 030832
c. Describe receiving stream features and pertinent downstream uses: Primary and
secondary recreation (with frequent bodily contact) and as a source of public
water supply. There are no other (known) dischargers between the current
discharge point and a hydroelectric dam (Oxford Dam) located . 8.0 miles below
the point of discharge.
Page Two
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
e.
Volume of wastewater: 6.0 MGD (Design Capacity)
What is the current permitted capacity: 6.0 MGD
Actual treatment capacity of current facility (current design capacity): 6.0 MGD
Date(s) and construction activities allowed by previous ATCs issued in the
previous two years: There has been no ATCs issued to this facility in the past two
years.
Description of existing or substantially constructed WWT facilities: The existing
WWT facilities consist of a parshall flume with an ultrasonic flow transmitter
followed by dual influent bar screens (one mechanical and one manual), an
aerated grit chamber, four (4) rectangular and one circular primary clarifiers, eight
(8) aeration basins, two circular secondary clarifiers, a sludge pumping station,
gaseous chlorine disinfection, dechlorination (sulfur dioxide), diffused post
aeration, and two gravity belt sludge thickeners. A stand-by power generator is
available, if necessary.
f. Description of proposed WWT facilities: The permittee is planning an overhaul of
the existing WWTP, which will result in an upgrade of several of the treatment
processes currently being used at this facility as well as new components that will
enhance treatment capability. In 2008, the City submitted a ATC request which
incorporated a number of WWTP improvements that not only allowed for
improved peak inflow control, but provided for nutrient removal in anticipation of
future nutrient limitations due to nutrient enrichment of the receiving waters. On
February 5, 2009, an ATC was issued that authorized a number of WWTP
upgrades, however, bids submitted for this work came in well above the City's
budget for this project. The City then went back to their engineers and looked at
areas where they could reduce the scope of the overall project, but maintain the
integrity of the needed process upgrades. This redesign included using a number
of existing structures rather than constructing new facilities and downsizing (and
even eliminating) some proposed structures. Completion of construction is not
expected until 2011.
PART III - OTHER PERTINENT INFORMATION
1. Compliance information: The last inspection conducted at this facility (December 2008)
did not indicate any issues that would be considered problematic or detrimental towards
maintaining effluent compliance.
2. Special monitoring or limitations (including toxicity) requests: The permittee has not
requested any changes to the current permit's effluent limitations, frequency, sample type,
or sampling location in this permit renewal.
Page Three
PART IV - EVALUATION AND RECOMMENDATIONS
The City of Hickory (the City) requests renewal of the subject permit for the continued
operation of the subject facility. There have been no changes to the current permit and/or
existing WWT facility since the permit was last issued nor is the City asking for any changes to
the permit during this renewal. It should be noted, however, that significant structural changes
to the WWTP are planned during the term of the next permit (see Part II, No. l(f) above).
In reviewing the files for this facility, it was noted that the 7Q10 flow of the receiving
stream for this facility is listed at 60 cfs, which happens to correspond to the minimum release
from Duke Energy's downstream Oxford hydroelectric dam. Recent re -licensing negotiations
with Duke may have resulted in an agreement to provide for a higher minimum release than the
current 60 cfs, so this figure should be verified with USGS prior to permit reissuance.
Pending receipt and approval of the draft permit, it is recommended that the permit be
renewed as requested.
G .(
Signature of Report Preparer ate
Water Quality Regional Supervisor Date
h:\dsr\dsr10\hickorynl.doc
HICKORY
North `.:.argli:.a+
Public Utilities
October 14, 2009
NC Department of Environment and Natural Resources
Division of Water Quality/ Point Source Branch
1617 Mail Service Center
Raleigh NC 27699-1617
City of Hickory
Post Office Box 398
Hickory, NC 28603
Phone: (828) 323-7427
Fax: (828) 322-1405
Email: kgreer@ci.hickory.nc.us
RECEIVED
C C T 2 0 2009
DENR - WATER T. RE: NPDES Permit Renewal Application (NPDES # NC0020401�O�NT QUALITY
City of Hickory Northeast WWTP SOURCE BRANC
Hickory North Carolina H
Dear Sirs:
Enclosed please find for you review and processing the application package to renew the City of
Hickory's Northeast Wastewater Treatment Plant NPDES permit. The application package includes the
following:
• EPA form 2A
• Part A
• Part B
• Part C
• Part D
• Part E
• Part F
• Attachment for part E
• Plant Flow Schematic / Narrative
• Attachment for B.2 (e)
• Attachment for B.2 (a,b,d)
• Letter describing the Sludge Management Practices
If additional information is needed, please feel free to contact me at (828) 323-7427.
Sincerely,
Kevin B. Greer, PE
Assistant Public Services Director, Public Utilities
Enclosures
pc: Jacob Reid, El, Utilities Engineer
Keith Rhyne, NEWWTP ORC
FACILITY NAME AND PERMIT NUMBER:
Form Approved 1/14/99
OMB Number 2040-0086
SUPPLEMENTAL APPLICATION INFORMATION
PART F. INDUSTRIAL USER DISCHARGES
All treatment works receiving discharges from
complete Part F.
GENERAL INFORMATION:
F.1. Pretreatment Program. Does the treatment
1 Yes No
AND RCRA/CERCLA WASTES
significant industrial users or which receive RCRA, CERCLA, or other remedial wastes must
works have, or is it subject
(SIUs) and Categorical Industrial
works.
5
to, an approved pretreatment program?
Users (CIUs). Provide the number of each of the following types
F.2. Number of Significant Industrial Users
of industrial users that discharge to the treatment
a. Number of non -categorical SIUs.
b. Number of CIUs.
0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
to the treatment works, copy questions F.3 through F.8
Supply the following information for each SIU. If more than one SIU discharges
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: Century Furniture (Outfall 001)
Mailing Address: PC) Rnx Af18
Hickory, NC 28603
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): wood furniture
Raw material(s): wood products, lumber, glue, cardboard, and hardware
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume
per day (gpd) and whether the discharge is continuous or intermittent.
9,600 gpd ( ✓ continuous or intermittent)
of process wastewater discharged into the collection system in gallons
of non -process wastewater flow discharged into the collection
or intermittent.
following:
subcategory?
b. Non -process wastewater flow rate. Indicate the average daily volume
system in gallons per day (gpd) and whether the discharge is continuous
gpd ( continuous or intermittent)
F.T. Pretreatment Standards. Indicate whether
a. Local limits
b. Categorical pretreatment standards
If subject to categorical pretreatment standards,
the SIU is subject to the
✓ Yes No
Yes ✓ No
which category and
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 1/14/99
OMB Number 2040-0086
F.8. Problems at the Treatment Works Attributed to Waste Discharged by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past threerears?
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? Yesl ✓ No (go to F.12.)
F.10. Waste TransporL1 Method by which RCRA waste is received (check all that apply):
Truck Rail Dedicated Pipe
F.11. Waste Description.
EPA Hazardous Waste
Give EPA hazardous waste number and amount (volume or mass, specify units).
Number Amount Units
1
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).
I
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
Yes No
If yes, describe the
(or will it be treated) prior to entering the treatment works?
treatment (provide information about the removal efficiency):
b. Is the discharge I(or
Continuous
will the discharge be) continuous or intermittent?
Intermittent If intermittent, describe discharge schedule.
REFER TO THE
END OF PART F.
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
OMB Number 2040-0086
SUPPLEMENT4L
APPLICATION INFORMATION
PART F. INDUS
All treatment works :
complete Part F.
GENERAL INFORMATION:
F.1. Pretreatment Program.
1 Yes No
RIAL USER DISCHARGES AND RCRA/CERCLA
= iving discharges from significant industrial users or
Does the treatment works have, or is it subject to, an
Industrial Users (SIUs) and Categorical Industrial
that discharge to the treatment works.
'I categorical Silk. 5
WASTES
which receive RCRA, CERCLA, or other remedial wastes must
approved pretreatment program?
Users (ClUs). Provide the number of each of the following types
F.2. Number of Significant
of industrial users
a. Number of non
b. Number of ClUs.
0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following in rmation for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8
and provide the inform on requested for each SIU.
F.3. Significant Industrial
pages as necessary.
Name:
Mailing Address:
F.4. Industrial Processes.
1
User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional
Century Furniture (Outran 002)
PO Rnx MR
Hickory, NC 28603
Describe all of the industrial processes that affect or contribute to the SIU's discharge.
F.5. Principal Product(s)and
discharge.
Principal product(s):
Raw material(s):
F.6. Flow Rate.
a. Process wastewater
per day (gpd) and
6,333
Raw Materials . Describe all of the principal processes and raw materials that affect or contribute to the SIU's
() p p
wood Furniture
wood products, lumber, glue, cardboard, and hardware
flow rate. Indicate the average daily volume of process
whether the discharge is continuous or intermittent.
gpd (✓ continuous or intermittent)
wastewater discharged into the collection system in gallons
non -process wastewater flow discharged into the collection
or intermittent.
b. Non -process wastewater flow rate. Indicate the average daily volume of
system in galloni per day (gpd) and whether the discharge is continuous
gpd ( continuous or intermittent)
F.7. Pretreatment Standards.
a. Local limits
b. Categorical pretreatment
If subject to categoricalI
Indicate whether the SIU is subject to the following:
1 ✓ Yes No
standards Yes ✓ No
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 1/14,99
OMB Number 2040-0086
F.8. Problems at the Treatment Works Attributed to Waste Discharged 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 ✓ 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
pipe? Yes ✓ No (go to F.12.)
received RCRA hazardous waste by truck, rail, or dedicated
apply):
or mass, specify units).
Units
F.10. Waste Transport. Method by which RCRA waste is received (check all that
Truck Rail Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume
EPA Hazardous Waste Number Amount
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
(complete F.13 through F.15.) ✓ No
that it will) receive waste from remedial activities?
and future site.
other remedial waste originates (or is expected to originate
_Yes
Provide a list of sites and the requested information (F.13 - F.15.) for each current
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or
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
Yes No
works?
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:
Fort Approved 1/14,99
OMB Number 2040-0086
SUPPLEMENTAL APPLICATION INFORMATION
PART F. INDU
All treatment works r
complete Part F.
GENERAL INFORMATION:
F.1. Pretreatment Program.
1 Yes No
• TRIAL USER DISCHARGES AND RCRA/CERCLA
eiving discharges from significant industrial users or
Does the treatment works have, or is it subject to, an
Industrial Users (SIUs) and Categorical industrial
that discharge to the treatment works.
-categorical SIUs. 5
WASTES
which receive RCRA, CERCLA, or other remedial wastes must
approved pretreatment program?
Users (ClUs). Provide the number of each of the following types
F.2. Number of Significant
of industrial users
a. Number of non
I
b. Number of ClUs.
0
i
I
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following i
and provide the information
nformation for each SIU. If more than one Sill- dischargesto the treatment works, copy questions F.3 through F.8
requested for each SIU.
F.3. Significant lndusItrial
pages as necessary.
Name:
Mailing Address:
F.4. Industrial Processes.
User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional
Frye Regional Medical Center (Outfall 001)
49f1 Nnrth Center Street
Hickory, NC 28601
Describe all of the industrial processes that affect or contribute to the SIU's discharge.
F.S. Principal Product(s)
discharge.
Principal product(s):
Raw material(s):
F.6. Flow Rate.
a. Process wastewater
per day (gpd)
22,167
and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
health care
water used in boilers for steam used for heating, cooking, humidifying, and sterilization
flow rate. Indicate the average daily volume of process
and whether the discharge is continuous or intermittent.
gpd ( ✓ continuous or intermittent)
wastewater discharged into the collection system in gallons
non -process wastewater flow discharged into the collection
or intermittent.
b. Non -process
system in gal
wastewater flow rate. Indicate the average daily volume of
ons per day (gpd) and whether the discharge is continuous
gpd ( continuous or intermittent)
F.7. Pretreatment Standards.
a. Local limits
b. Categorical pretreatment
If subject to categorical
Indicate whether the SIU is subject to the following:
✓ Yes No
standards Yes ✓ No
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 1/14/99
OMB Number 2040-0086
F.8. Problems at the Treatment Works Attributed to Waste Discharged 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 ✓ No
If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does
pipe? Yes
the treatment works receive or has it in the past three years
i No (go to F.12.)
Method by which RCRA waste is received (check all that
Rail Dedicated Pipe
received RCRA hazardous waste by truck, rail, or dedicated
apply):
or mass, specify units).
Units
F.10. Waste Transport.
Truck
F.11. Waste Description. Give EPA hazardous waste number and amount (volume
EPA Hazardous Waste Number Amount
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
Yes (complete F.13 through F.15.) ✓ No
that it will) receive waste from remedial activities?
and future site.
other remedial waste originates (or is expected to originate
Provide a list of sites and the requested information (F.13 - F.15.) for each current
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or
in the next five years).
F.14. Pollutants. List
known. (Attach additional
the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
sheets if necessary).
F.15. Waste Treatment.
a. Is this waste trl eated (or will it be treated) prior to entering the treatment works?
Yes I 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. I1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 19 of 21
FACILITY NAME AND PERMIT NUMBER:
1
Form Approved 1/14i99
OMB Number 2040-0086
SUPPLEMENTAL APPLICATION INFORMATION
PART F. INDU
All treatment works
complete Part F.
GENERAL INFORMATION:
F.1. Pretreatment Program.
1 Yes No
F.2. Number of Significant
of industrial user$
a. Number of non
TRIAL USER DISCHARGES ANDACRAICERCLA WASTES
= : lying discharges from significant Industrial users or which receive RCRA, CERCLA, or other remedial wastes must
Does the treatment works have, or is it subject to, an approved pretreatment program?
Industrial Users (SIUs) and Categorical Industrial Users (ClUs). Provide the number of each of the following types
that discharge to the treatment works.
-categorical Sills. 5
b. Number of CIUs. 0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information
and provide the information
for each SIU. If more than one SIU discharges -to the treatment works, copy questions F.3 through F.8
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: I Frye Regional Medical Center (Outfall 002)
Mailing Address: 42f7 Nnrth Center Street
Hickory, NC 28601
F.4. Industrial Processes. Describe all of the industrial processes that affect or contribute to the SIU's discharge.
I
F.5. Principal Product(s) and Raw Materia!(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s: health care
Raw material(s): water used in boilers for steam for heating, cooking, humidifying, and sterilization
•
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.
16,000 gpd ( ✓ continuous or intermittent)
b. Non -process wastewater flow rate. Indicate the averagedailyvolume p o ume 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:
Fort Approved 1/14/99
OMB Number 2040-0086
F.8. Problems at the Treatment Works Attributed to Waste Discharged 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 ✓ N11
If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Dloes
pipe? Yes
the treatment works receive or has it in the past three years
✓ No (go to F.12.)
Method by which RCRA waste is received (check all that
Rail Dedicated Pipe
received RCRA hazardous waste by truck, rail, or dedicated
apply):
or mass, specify units).
Units
F.10. Waste Transport.
Truck
F.11. Waste Description.
EPA Hazardous Waste
Give EPA hazardous waste number and amount (volume
Number Amount
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATIONICORRECTIVE
ACTION WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified
Yes (complete F.13 through F.15.) ✓ No
that it will) receive waste from remedial activities?
and future site.
other remedial waste originates (or is expected to originate
Provide a list of sites and the requested information (F.13 - F.15.) for each current
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or
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
Yes I
(or will it be treated) prior to entering the treatment
No
works?
y):
If yes, describ
the treatment (provide information about the removal efficienc
b. Is the discharge (or will the discharge be) continuous or intermittent?
Continuous Intermittent If intermittent, describe
discharge schedule.
REFER TO THE
END OF PART- F.
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:
Forrn Approved 1/1449
OMB Number 2040-0086
SUPPLEMENTAL APPLICATION INFORMATION
PART F. INDUSTRIAL USER DISCHARGES AND RCRAICERCLA WASTES
Ali 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 Signi cant Industrial Users (SIUs) 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. 5
b. Number of ClUs. 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.3. Significant Industrrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional
pages as necessary.
Name:
Hickory Dyeing and Winding Co., Inc.
Mailing Address: PO Rnx 197S
Hickory, NC 28603
F.4. Industrial Processes. Describe all of the industrial processes that affect or contribute to the SIU's discharge.
F.S. Principal Product(s) and Raw Materiat(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): dyed yarn in various forms
Raw material(s): nylon and polyester yarn and dye
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.
32,867 gpd ( 1 continuous or intermittent)
b. Non -process w stewater 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:
Foram Approved 1/14199
OMB Number 2040-0086
F.8. Problems at the Treatment Works Attributed to Waste Discharged 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 ✓ No I
If yes, describe each episode.
I
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does
pipe? Yes
the treatment works receive or has it in the past three years
✓ No (go to F.12.)
Method by which RCRA waste is received (check all that
Rail Dedicated Pipe
received RCRA hazardous waste by truck, rail, or dedicated
apply):
or mass, specify units).
Units
F.10. Waste Transport
Truck
F.11. Waste Description. Give EPA hazardous waste number and amount (volume
EPA Hazardous Waste Number Amount
CERCLA (SUPERFU IND) 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
Yes (complete F.13 through F.15.) ✓ No
that it will) receive waste from remedial activities?
and future site.
other remedial waste originates (or is expected to originate
Provide a list of sites and the requested information (F.13 - F.15.) for each current
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or
in the next five years).
I
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
Yes
(or will it be treated) prior to entering the treatment works?
o
te treatment (provide information about the removal efficiency):
If yes, describe
b. Is the discharge (or will the discharge be) continuous or intermittent?
Continuous Intermittent If intermittent, describe
discharge schedule.
REFER TO THE
END OF PART F.
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
OMB Number 2040-0086
SUPPLEMENTAL
APPLICATION INFORMATION
PART F. INDU
All treatment works
complete Part F.
GENERAL INFORMATION:
F.1. Pretreatment Program.
✓ Yes No
TRIAL USER DISCHARGES AND RCRA/CERCLA
: ceiving discharges from significant industrialusers or
WASTES
which receive RCRA, CERCLA, or other remedial wastes must
approved pretreatment program?
Users (ClUs). Provide the number of each of the following types
Does the treatment works have, or is it subject to, an
Industrial Users (SlUs) and Categorical industrial
that discharge to the treatment works.
-categorical SIUs. 5
F.2. Number of Significant
of industrial users
a. Number of non
b. Number of CIUs.
0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following
and provide the information
I formation for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8
requested for each SIU.
F.3. Significant Industrial
pages as necessary.
Name:
Mailing Address:
F.4. Industrial Processes.
User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional
HK Research Corp.
PO Rnx 1 R09
Hickory, NC 28603
Describe all of the industrial processes that affect or contribute to the SIU's discharge.
F.5. Principal Product(s)
discharge.
Principal product(s):
Raw material(s):
F.6. Flow Rate.
a. Process wastewater
per day (gpd)
833
and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
polyester gel coating
blend of polyester (resin) styrene and additives
flow rate. Indicate the average daily volume of process
and whether the discharge is continuous or intermittent.
I
gpd ( ✓ continuous or intermittent)
wastewater discharged into the collection system in gallons
non -process wastewater flow discharged into the collection
or intermittent.
b. Non -process wastewater flow rate. Indicate the average daily volume of
system in gallons per day (gpd) and whether the discharge is continuous
gpd ( continuous or intermittent)
F.7. Pretreatment Standards.
a. Local limits
b. Categorical pretreatment
If subject to categorical
Indicate whether the SIU is subject to the following:
' ✓ Yes No
standards Yes ✓ No
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 1/14AJ9
OMB Number 2040-0086
F.8. Problems at the Treatment Works Attributed to Waste Discharged by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interferenlce) 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
pipe? Yes
F.10. Waste Transport.
Truck
the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail, or dedicated
✓ No (go to F.12.)
Method by which RCRA waste is received (check all that apply):
Rail Dedicated Pipe
F.11. Waste Description.
EPA Hazardous Waste
Give EPA hazardous waste number and amount (volume or mass, specify units).
Number Amount Units
11
•
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATIONICORRECTIVE
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
known. (Attach additional
hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
sheets if necessary).
F.15. Waste Treatment.
a. Is this waste treated
Yes No
If yes, describe
ted (or will it be treated) prior to entering the treatment works?
he 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.
REFER TO THE
END OF PART F.
PPLICATION 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
9
1
FACILITY NAME AND
PERMIT NUMBER:
Form Approved 1/14/99
OMB Number 2040-0086
SUPPLEMENTAL
APPLICATION INFORMATION ;
PART F. INDU
All treatment works :
complete Part F.
GENERAL INFORMATION:
F.1. Pretreatment Program.
1 Yes No
TRIAL USER DISCHARGES AND RCRAICERCLA
celving discharges fromsigniflcant Industrial users or
L
Does the treatment works have, or is it subject to, an
Industrial Users (SIUs) and Categorical Industrial
that discharge to the treatment works.
-categorical Sills. 5
WASTES
which receive RCRA, CERCLA, or other remedial wastes must
approved pretreatment program?
Users (Gills). Provide the number of each of the following types
F.2. Number of Significant
of industrial users;
a. Number of non
b. Number of ClUs.
0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following I formation for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8
and provide the Info atlon requested for each SIU.
F.3. Significant Industrial
pages as necessary.
Name:
Mailing Address:
F.4. Industrial Processes.
User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional
I Shurtape Technologies, Inc.
PO Rnx 1530
Hickory, NC 28603-1530
Describe all of the industrial processes that affect or contribute to the SIU's discharge.
F.S. Principal Product(s)
discharge.
Principal product(sj:
Raw material(s):
F.6. Flow Rate.
a. Process wastewater
per day (gpd)
19,533
and Raw Materiat(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
pressure sensitive tape
paper coated with latex and solvent solution of adhesive
flow rate. Indicate the average daily volume of process
and whether the discharge is continuous or intermittent.
i gpd ( ✓ continuous or intermittent)
wastewater discharged into the collection system in gallons
non -process wastewater flow discharged into the collection
or intermittent.
b. Non -process wastewater flow rate. Indicate the average daily volume of
system in gallons per day (gpd) and whether the discharge is continuous
I gpd ( continuous or intermittent)
F.7. Pretreatment Standards.
a. Local limits
b. Categorical pretreatment
If subject to categoriccal
Indicate whether the SIU is subject to the following:
✓ Yes No
standards Yes ✓ No
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:
1
Form Approved 1/14/99
OMB Number 2040-0086
F.8. Problems at the Treatment Works Attributed to Waste Discharged 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 ✓ Na
If yes, describe each episode.
I
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does
pipe? Yes
the treatment works receive or has it in the past three years
✓ No (go to F.12.)
Method by which RCRA waste is received (check all that
Rail Dedicated Pipe
received RCRA hazardous waste by truck, rail, or dedicated
apply):
or mass, specify units).
Units
F.10. Waste Transport.
Truck
F.11. Waste Description. Give EPA hazardous waste number and amount (volume
EPA Hazardous Waste Number Amount
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATIONICORRECTIVE
ACTION WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remedlation Waste. Does the treatment works currently (or has it been notified
Yes (complete F.13 through F.15.) ✓ No
that it will) receive waste from remedial activities?
and future site.
other remedial waste originates (or is expected to originate
Provide a list of s tes
F.13. Waste Origin. Describe
in the next five years).
and the requested information (F.13 - F.15.) for each current
the site and type of facility at which the CERCLA/RCRA/or
F.14. Pollutants. List the
known. (Attach additional
hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
sheets if necessary).
F.15. Waste Treatment.
a. Is this waste treated
Yes !No
(or will it be treated) prior to entering the treatment works?
the treatment (provide information about the removal efficiency):
If yes, describe
b. Is the discharge (or will the discharge be) continuous or intermittent?
Continuous Intermittent If intermittent, describe
discharge schedule.
REFER TO THE
END OF PARTF.
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
RAS
WAS
Pump Station
NORTHEAST WWTP FLOW DIAGRAM
PS
Sludge Belt
Thidmer
To Regional Compost Facility
WAS
Chlorine
Contact
Chamber
(3.4 MGD)
SO2
Post
Aeration
in
(3.4 MGD)
WAS
(1.7 MGD)
(1.7 MGD)
r
To Catawba River
(Lake Hickory)
(3.4 MGD)
Influent
Parshall
Flume
Bar Screen/
Grit Collector
PS
Box
(1.43 MGD)
42% Flow
Box
(1.97 MGD)
58% Flow
Primary
Settling
Basin
PS - Primary Sludge
WAS - Waste Activated Sludge'.
RAS - Retum Activated Sludge
(1.7 MGD)
ve
(1.7 MGD)
(1.43 MGD)
(1.97 MGD)
ye
Aeration
Basin
(1.97 MGD)
s.
(1.43 MGD)
Aeration
Basin
City of Hickory
Northeast WWTP
Process Flow Diagram Narrative
The Northeast Wastewater Treatment Facility is a secondary treatment plant utilizing the
activated sludge process. The plant is designed to treat 6.0 MGD of municipal and
industrial wastewater flows from served locations in Northern Hickory and Southern
Alexander County. The plant is equipped with a generator that is designed to run all
plant processes in case of power failure.
Preliminary Treatment
All plant influent flows discharge to the influent Parshall flume. The flume flow
metering system provides monitoring and recording of influent flow data. The influent
then flows to the headworks building where the barscreens and grit channels are housed.
The wastewater then flows to a division box where the flow is split for further treatment.
Primary Treatment
Following the division box, 58% of the flow goes to the south side of the plant where the
primary settling tanks are. The remaining 42% of the flow goes to the north side of the
plant where the circular primary clarifier is. Sludge and floating solids are physically
removed and sent to the waste sludge pit located at the return sludge pump station.
Secondary Treatment
The primary effluent then flows to two sets of aeration basins, which is mixed and
aerated by, blowers with diffusers. After several hours, the mixed liquor discharges to a
division bpx where the flow is split between two secondary clarifiers. The solids that are
settled in the bottom of the tanks are then sent to the return pump station to be returned to
the aeration basins or wasted from the system via the sludge waste pit. The excess sludge
is then thickened by using gravity belt thickeners and loaded on tanker trucks to be
hauled to the regional compost facility for further treatment.
Final Treatment
The secondary effluent then flows to the chlorine contact chamber where chlorine is
injected through diffusers. Just before the post aeration basin, sulfur dioxide is added.
The effluent then discharges into the outfall line and diffused before released into the
receiving stream.
Ste
`-: m tawba V
Technical In
t) t t
Fairbroo
C83owtsa
oriaf P>irk Hickory
\ \ Spud.
l�
r
REGIO AL C01.1POS-
r FAC
° 41' 23` N
1°1600°W
9 1
3►
.111.1111
ARonLC13 eMWS 11ANNEI S
HAYES, STAY. MATTERN & MATTERN. INC.
181 E. EVANS ST. 8TC-105 SUITE 23
FLORENCE. SC 29508
(843) 889-4491 www.hsmm.com
SCALE: NONE
COMM. NO.: 60467
DATE: 10/13/2004
PLANT LAYOUT
HICKORY NORTHEAST WWTP
HICKORY, NORTH CAOROUNA
ATTACHMENT B
DWG.
NO.
OF
HICKORY
Public Utilities
October 14, 2009
NC Department of Environment and Natural Resources
Division of Water Quality/ Point Source Branch
1617 Mail Service Center
Raleigh NC 27699-1617
RE: NPDES Permit Renewal Application (NPDES # NC0020401)
City of Hickory Northeast WWTP
Hickory North Carolina
Dear Sirs:
City of Hickory
Post Office Box 398
Hickory, NC 28603
Phone: (828) 323-7427
Fax: (828) 322-1405
Email: kgreer@ci.hickory.nc.us
The City of Hickory's Northeast Wastewater Treatment Plant processes all of its sludge by composting.
Sludge is removed from the aeration basins and placed in a digester to reduce the amount of volatile
solids and to allow the sludge to thicken. Supernate is decanted and returned to the head of the plant.
The thickened solids are dewatered by a belt filter press and taken to the Hickory Regional Compost
Facility (Permit #WQ0004563) in Newton, NC, for further processing into class "A" compost material.
During the composting process, the sludge is stabilized sufficiently to meet all vector attraction and
pathogen reduction requirements. Once dry, the cured compost is distributed to various entities to be
used as a soil amendment.
If additional information is needed, please feel free to contact me at (828) 323-7427.
Sincerely,
Kevin B. Greer, PE
Assistant Public Services Director, Public Utilities
pc: Jacob Reid, El, Utilities Engineer
Keith Rhyne, NEWWTP ORC