NC0004405_Regional Office Physical File Scan Up To 1/15/2021

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCroryJohn E. Sk III
Governor RECEIVED Secre ry
Water Resources
October 24, 2014
1 2 2014
Jones
ChairmanCliffsideSanitary District necgional operationsP. O. Box 122 regional - tt'sce
Cliffside, NC 28024
Subject:' Issuance of NPDES Permit
Permit NC0004405 . 1*-(
Cliffside Sanitary District WWTP U14(,
Rutherford Count i
. Class ^��
Dear Mr. Jones:
trw .
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we -are forwarding the attached NPDES permit, This permit is issued pursuant to
the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement
between North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or as
subsequently amended).
As a designated, domestic treatment facility, mass based limits for BOD and TSS-Jwere
determined using federal and state secondary standards for domestic wastewater (30 mg/L- as, a
monthly average and 45 mg/L as a daily maximum) and a permitted flow of 0.5 MGD. No other
limitation pages for a higher flow or for a total industrial based influent were justified. Upon issuance
of this permit this facility status will change to a minor facility. The Permittee may apply for, a permit
modification for an expansion if a higher flow can be justified.'
Summary of Changes in Final Permit from Existing Permit .
1) Applied US.EPA Domestic Secondary Treatment requirements 40 CFR 133.102 and 40 CFR
122.45(b) with weekly monitoring and 15A NCAC 02B . 0508(d) [See A. (1)]:
- BOD, 125.1 lbs/day monthly average limit, 187.5 lbs/day weekly average limit;
- TSS, 125.1 lbs/day monthly average limit, 187.5 lbs/day weekly average limit;
85 % removal BOD and TSS;'
- pH, not less than 6.0 S. U.' nor greater than 9.0 S U. limit;
- Temperature monitoring.
2) Applied North Carolina Water Quality Standards 15A NCAC 02B .0211 [See A. (1)1:
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone: [phone] Internet: www.ncwaterquality.org
An Equal OpportunityMrmative Action Employer

Barry Jones, Chairman
October 24, 2014
Page 2 of 2
Fecal Coliform, 200#1100 ml monthly average, 400#1100 ml weekly average with
weekly monitoring;
Total Residual Chlorine, 28 ,ug/L, daily limit with 2/Week monitoring.
3) Applied North Carolina Toxicity Strategy [See A. (1)]:
- Chronic Toxicity at 1.2% concentration limit, P/F, Ceriodaphnia with quarterly
monitoring. Note updated chronic toxicity special condition narrative in permit and
removed acute toxicity special condition [See Special Condition A. (2)]:
4) Applied nutrient monitoring 1 SA NCAC 02B . 0500 with semi-annual monitoring [See A. (1)]:
Total Nitrogen monitoring,
Total Phosphorus monitoring.
5) Applied US EPA approved State-wide Mercury TMDL [See Special Condition A. (4)]:
Total Mercury analysis using Method 1631E required in conjunction with next
permit renewal. Note data will be evaluated at next renewal to determine future
TMDL requirements.
6) Electronic reporting of DMR no later than 270 days from the effective date of the final permit
was added to this permit [See A. (1) footnote and Special Condition A. (3)J.
7) `,Supplment-io Permit `over Sheet narrative was updated in this permit [See Supplement to
Permix.CoverSheetJ. -
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty
(30) days following receipt of this letter. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless
such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division
may require modification or revocation and reissuance of the permit. This permit does not affect the
legal requirements to obtain other permits which may be required by the Division of Water Resources
or permits required by the Division of Land Resources, the Coastal Area Management Act or any other
federal or local governmental permits that may be required.
If you have any questions concerning this permit, please contact Ron Berry at telephone
number [phone] or at email [e-mail].
Sincerely,
�)homas A. Reeder, Director
Ybivision of Water Resources, NCDENR
Attachments
Cc: Asheville-Regional'Off ce/Water Quality`. Programs
WSS/Aquatic Toxicology Branch/Susan Meadows (email)
Central Files
NPDES File

Permit NC0004405
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
' - AEI
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended, the
Cliffside Sanitary District
is hereby authorized to discharge wastewater from a facility located at the
r
Cliffside Sanitary District WWTP
136 Hawkins Loop Road
Cliffside, North Carolina
Rutherford County
to receiving waters designated as Second Broad River in the Broad River Basin in accordance with effluent
limitations, monitoring requirements, and other conditions set forth in Parts I. H, III and IV hereof.
This permit shall become effective ............... . ...... _ ............ December 1, 2014.
This permit and authorization to discharge shall expire at midnight on ........ November 30, 2019.
Signed this day ....... October 24, 2014.
Thomas A. Reeder, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 7

Permit NC0004405
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are. hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under
. the permit conditions, requirements, terms, and provisions included herein..
The Cliffside Sanitary District
is hereby authorized to:
1 Continue to operate an existing 0.5 MGD wastewater treatment plant consisting of.
Bar screen system
Grit Removal system
• Rapid mix basin for pH adjustment with mixer
4,000 gallon sulfuric acid storage tank with containment, manual feed
7.7 MG Aeration basin with six (6) active surface aerators
Two (2) 74 R diameter clarifiers
• Flocculation basin (surplus)
• Aqua disk filters (surplus)
• 0.36 MG Chlorine contact/post aeration basin with mixer
• Tablet chlorination
• Tablet dechlorination
• Effluent meter
• Effluent composite sampler
• Two (2) 0.5 MG sludge storage tanks with aeration, mixers, and load out pumps
The facility is located at 136 Hawkins Loop Road, Cliffside, in Rutherford County.
2. Discharge wastewater from said treatment works at the location specified on the attached map
into the Second Broad River which is classified WS IV waters in the Broad River Basin.
Page 2 of 7

Permit NC0004405
A. (1) EFFLUENT LIMITATIONS- AND MONITORING REQUIREMENTS
a. During the period beginning on'the effective date of this permit and lasting until expiration, the
Permittee is authorized to discharge from Outfall OQI. - Such discharges shall be limited and
mnnitnrecl 1 by the Permittee as specified below:
EFFLUENT
LIMITS-
MONITORING
REQUIREMENTS
Monthly
Weekly
Daily,
Measurement
' Sample
Sample
z
`
CHARACTERISTICS
Average
Average
Maximum-
Frequency
Type
Location
Flow
0.50 MGD
Continuous
Recording
I or E
BOD, 5-day (20°C) 3
125.1 lbs/day
187.5 lbs/day
Weekly.
Composite
I and E
Total Suspended Solids 3
125.1 lbs/day
187.5 lbs/day "
Weekly
Composite
I and E
Fecal Coliform
200/100 ml
400/100 ml
Weekly
Grab
E
(geometric mean)
pH
Not less than 6.0 S.U. nor greater than 9.0
Weekly
Grab,
E
S.U.
Total Residual Chlorine 4
28 µg/L
2/Week
Grab
E
Temperature, °C .
Weekly '
Grab
E
Total Nitrogen, mg/L 5
Semi-
annually
Composite
E
Total Phosphorus, mg/L
Semi-
annually
Composite
p
E
Chronic Toxicity 6
Quarterly
Composite
E
Notes:
1. No later than 270 days from the effective date of this permit, begin submitting discharge monitoring,
reports electronically using NC DWR's eDMR application system. See Special Condition A. (3).
2. E = Effluent, I = Influent.
3. The monthly average effluent BOD5 and Total Suspended Solids concentrations shall not exceed 15 %
of the respective influent value (85 % removal).
4. The Division shall consider all effluent TRC values reported below 50 µg/L to be in compliance with
the permit. However, the Permittee shall continue to record and submit all values reported by a North
Carolina certified laboratory (including field certified), even if these values fall below 50 µg&
5. For a given wastewater sample, TN = TKN + NO3-N + NOz-N, where TN is total nitrogen,
TKN is total Kjeldahl Nitrogen, and NO3-N .and NOz-N are nitrate and nitrite nitrogen,
respectively.
6. Whole effluent toxicity (Ceriodaphnia) P/F at 1.2 %; January, April, July and October. See
Special Condition A. (2).
b. There shall be no discharge of floating solids or visible foam in other than trace amounts.
LJ
Page 3 of 7

Permit NC0004405
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 1.2%.
The permit holder shall perform at a minimum, quartermonitoring using test procedures outlined in
the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised December 2010, or
subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised- December 2010) or subsequent versions. The tests will be performed during the months of
January, April, July, and October. These months signify the first month of each three month toxicity
testing quarter assigned to the facility. Effluent sampling for this testing must be obtained during
representative effluent discharge and shall be performed at the NPDES permitted final effluent discharge
below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV
below the permit limit, then multiple -concentration testing shall be performed at a minimum, in
each of the two following months as described in "North Carolina Phase II Chronic Whole
Effluent Toxicity Test Procedure" (Revised -December 2010) or subsequent versions.
All toxicity testing results , required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the parameter
code TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally, DWR Form AT-
3 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Resources
Water Sciences Section
1621 Mail Service Center.
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later
than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate
signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if
chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test
form indicating the facility name, permit number; pipe number, county, and the month/year of the report
with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the
Environmental Sciences Section at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring
will be required during the following month. Assessment of toxicity compliance is based on the toxicity
testing quarter, which is the three month time interval that begins on the first day of the month in which
toxicity testing is required by this permit and continues until the final day of the third month.
Page 4 of 7

Permit NC0004405
(Continued A. (2) CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY))
Should any test data from this monitoring requirement or tests performed by the North Carolina Division
of Water Resources indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in'the cited document; such as minimum control
organism survival, minimum control organism reproduction, and appropriate environmental controls,
shall constitute an invalid test and will require immediate follow-up testing to be completed no later
than the last day of the month following the month of the initial monitoring.
A. (3) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
Proposed federal regulations require electronic submittal of all discharge monitoring reports (DMRs)
and specify that, if a state does not establish a system to receive such submittals, then permittees must
submit DMRs electronically to the Environmental Protection Agency (EPA). The Division anticipates
that these regulations will be adopted and is beginning implementation in late 2013.
NOTE: This special condition supplements or supersedes the following sections within Part II of -this
permit (Standard Conditions for NPDES Permits):
• Section B. (11.)
• Section D. (2.)
• Section D. (6.)
• Section E. (5.)
Signatory Requirements
Reporting
Records Retention
Monitoring Reports
1. Reporting [Supersedes Section D. (2.) and Section E. (5.) (a)l
Beginning no later than 270 days from the effective date of this permit, the permittee shall begin
reporting discharge monitoring data electronically using the NC DWR's Electronic - Discharge
Monitoring Report (eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each month and
submitted electronically using eDMR. The eDMR system allows permitted facilities to enter
monitoring data and submit DMRs electronically using the internet. Until such time that the state's
eDMR application is compliant with EPA's Cross -Media Electronic Reporting Regulation
(CROMERR), permittees will be required .to submit all discharge monitoring data to the state
electronically using eDMR and will be required to complete the eDMR submission by printing,
signing, and submitting one signed original and a copy of the computer printed eDMR to the
following address:
NC DENR / Division of Water Resources % Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Page 5` of 7

Permit NC0004405
(Continued A. (3) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS)
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the facility
being physically located in an area where less than 10 percent of the households have broadband
access, then a temporary waiver from the NPDES electronic reporting requirements may be granted
and discharge monitoring data may be submitted on paper DMR forms (MR 1, 1.1, 2, 3) or
alternative forms approved by the Director. Duplicate signed copies shall be submitted to the
mailing address above.
Requests for temporary waivers from the NPDES electronic reporting requirements must be
submitted in writing to the Division for written approval at least"sixty (60) days prior to the date the
facility would be required under this permit to begin using eDMR. Temporary waivers shall be valid
for twelve (12) months and shall thereupon expire. At such time, DMRs shall be submitted
electronically to the Division unless the permittee re -applies for and is granted a new temporary
waiver by the Division.
Information on eDMR and application for a temporary waiver from the NPDES electronic reporting
requirements is found on the following web page:
http://portal.nedenr.org/web/wq/adminibog/ipu/edmr
Regardless of the submission method, 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.
2. Sianatory Requirements 1Supplements Section B (11) (b) and supersedes Section B. (11.) (d)]
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part II,
Section B. (11.)(a) or by a duly authorized representative of that person as described in Part II,
Section B. (1 l.)(b). A person, and not a position, must be delegated signat6ry authority for eDMR
reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user
account and .login credentials to access the eDMR system. For more information on North
Carolina's eDMR system, registering for eDMR and obtaining an eDMR user account, please visit
the following web page:
http://portal.ncdenr.org/web/wq/admin/bog/ipu/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall make
the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION
WILL BE ACCEPTED:
Page 6 of 7

Permit NC0004405
1
(Continued A. (3) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS)
V 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. "
3. Records Retention [Supplements Section D. (6,W
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR
submissions. These records or copies shall be maintained for a period of at least 3 years from the
date of the report. This period may be extended by request of the Director at any time [40 CFR
122.41].
A. (4) EFFLUENT MERCURY ANALYSIS
The Permittee shall provide in conjunction with the next permit renewal application a minimum of one
effluent mercury analysis using EPA Method 1631E determined within .12 months_ prior to the
application date. Any additional effluent mercury measurements conducted from the effective date of
this permit and up to the application date shall also be submitted with the renewal application.
If the mercury analysis is not provided with the application, the application may be returned as
incomplete and the Permittee considered non -compliant.
Page 7 of 7

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SCALE: 1 in = 24,000 ft
USGS Quad: G11SE Chesnee, NC
Outfall Facility.�
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Latitude: 35' 13' 59.2" N 350 14' 3.8" N
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Longitude: 81 ° 45' 59" W 810 45' 54.6" W
TNOrt'hFacility
Location�.a/!
Stream Class: WS IV
Subbasin: 03-08-02 HUC: 03050105
Cliffside Sanitary District WWTP NC0004405
Receiving Stream: Second Broad River
Rutherford County

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
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period with
the time intervals between samples determined by a preset number of gallons passing the sampling point. Flow
measurement between sample intervals shall be determined by use of a flow recorder and totalizer, and the
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system, or
Version 1110912011.1

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.
➢ Pennittees 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).
DWR or "the Division"
The Division of Water Resources, Department of Environment and Natural Resources.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered = 1.
Grab Sample
Individual samples of at least 100 mL collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Version 1110912011.1

sy NPDES Permit Standard Conditions
Page 3 of 18
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance. To the extent practical, instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Resources.
Quarterly Average (concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe prope 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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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 ishall be subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or
both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction of violating
the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are not to
exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class II violations are not to exceed $16,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $177,500. [33 USC
1319(g)(2) and 40 CFR 122.41(a)(3)]
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)].
Civil and Criminal Liability
Except as provided in permit conditions on 'Bypassing" (Part H.C.4), "Upsets" (Part II.C.5) and "Power Failures"
(Part II.C.7), nothing in this permit shall be construed to relieve the Permittee from any responsibilities, liabilities,
or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC
1319. Furthermore, the Permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive
privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations [40 CFR 122.41(g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
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7. Severability
The provisions of this permit are severable. If any provision of t 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 15013-231.
8. Duty to Provide Information /
The Permittee shall furnish to -the -Pe t 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. . Du1y 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 perforrri§-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, underpenalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qual f ed 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 offines and imprisonment for knowing violations.
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned changes
or anticipated noncompliance does not stay any permit condition [40 CFR 122.41(f)].
13. Permit Modification, Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 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 H, 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) ofthis 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
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 122.410)].
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 Resources / Water Quality Permitting 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 Pennittee's sewage sludge use
and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40 CFR
503), the Permittee shall retain records of all monitoring information, including:
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
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7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record the
following information [40 CFR 122.411:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as
a representative of the Director), upon the presentation of credentials and other documents as may be required by
law, to;
a. Enter, at reasonable times, upon the Permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the CWA, any substances or parameters at any location [40 CFR 122.41(i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of
any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute
a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the permitted facility [40 CFR 122.41(1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29(b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42(a)(1); or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices, and
such alteration, addition or change may justify the application of permit conditions that are different from or
absent in the existing permit, including notification of additional use or disposal sites not reported during the
permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in
particular NCGS 143-215.1(b)(4)b.2., and may require modification or revocation and reissuance of the permit, or
a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA [40 CFR 122.41(1)(3), 122.61] or state statute.
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5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II.D.2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge, the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6.- Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written submission
shall contain a description of the noncompliance, and its cause; the period of noncompliance, including exact
dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to
continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part H.E.5 and 6. of this permit at the
time monitoring reports are submitted. The reports shall contain the information listed in Part H.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. Availabilily 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 primarily collect or treat municipal or domestic wastewater and have
an average annual flow greater than 200,000 gallons per day 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 Resources / Water Quality Permitting 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 planVs 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 0) 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 defmition 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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All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42(b)]:
L Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of effluent
introduced into the POTW, and (2) any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the'POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part 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 accommodaf6 such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 400C (104°F)
unless the Division, upon request of the POTW, approves alternate temperature limits;
(6) Petroleum oil, non -biodegradable cutting oil, or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity that
may cause acute worker health and safety problems; or
(8) Any trucked or hauled pollutants, except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges, which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
Any information shall be provided orally within 24 hours from the time the Permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the Permittee becomes
aware of the circumstances. The written submission shall contain a description of the discharge; the
investigation into possible sources; the period of the discharge, including exact dates and times; if the
discharge has not ceased, the anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance,
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3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by
the Permittee with all applicable effluent limitations. Such actions by the Permittee may be necessary regarding
some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User (IU) discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b) of the Act as amended (which includes categorical standards and
specific local limits, best management practices and narrative requirements). Prior to accepting wastewater from
any Significant Industrial User (SIU), the Permittee shall either develop and submit to the Division a new
Pretreatment Program or, as necessary, a modification of an existing Pretreatment Program, for approval as
required under section D below as well as 15A NCAC 02H .0907(a) and (b). [40 CFR 122.440)(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 122.440)(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)]
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 122.440)(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(f)(2) and 403.9]
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data to
be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific pretreatment
local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Parts II.D and II.E.S.). [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 PretreatmentStandards 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 (AtQ
The Permittee shall ensure that an Authorization to Construct permit (AtQ is issued to all applicable Industrial
Users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit (IUP) limitations. [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 (S1Us) 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 1.5A
NCAC 02H .0908. [15A NCAC 02H .0906(b)(5) and .0905; 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
122.440)(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(f)(5)]
10. Pretreatment. Annual Reports (PAR)
The Permittee shall report to the Division in accordance with 1.5A 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 Resources / Water Quality Permitting Section
Pretreatment, Emergency Response, and Collection Systems (PERCS) Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
These reports shall be submitted by March 1 of each year and shall contain the following;
a. Narrative
A narrative summary detailing actions taken, or proposed, by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
b. Pretreatment Program Summary (PPS)
A pretreatment program summary (PPS) on forms or in a format provided by the Division;
c. Significant Non -Compliance Report (SNCR)
A list of Industrial Users (lUs) in significant noncompliance (SNC) with pretreatment requirements, and the
nature of the violations on forms or in a format provided by the Division;
d. Industrial Data Summary Forms (IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users (SIUs). These
analytical results must be reported on Industrial Data Summary Forms (IDSF) or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules, public notice of
lUs in SNC, a summary of data or other information related to significant noncompliance determinations for
lUs that are not considered SIUs, and any other information, upon request, which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users (lUs) that were in significant noncompliance (SNC)
as defined in the Permittee's Division -approved, Sewer Use Ordinance with applicable pretreatment requirements
and standards during the previous twelve month period. This list shall be published within four months of the
applicable twelve-month period. [1.5A 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). [I 5A
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. [I 5A NCAC 02H
.0906(b)(9) and (10) and .0905; 40 CFR 403.8(f)(3), 403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications, POTW
monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be considered a
permit modification and shall be governed by 40 CFR 403.18, 15 NCAC 02H .0114 and 15A NCAC 02H .0907.
Version 1110912011.1

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NIPDES PE.RMX'X NO'-.,
[ DISCfIAi2GEN0, 1 MONTH lirAitctt YEAR: 2uia
FACIi:ITYWAME'. CGFF,SIDE SANITARY. DI8TRICf
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UPERAT'Oli"•IN'-RESPONSOL CHARGE OYiC ROBERr ROwE
{ . ) GRADE n CER1iFICATiON.NO._.. �9
ftRSON(S) CALL] C' SAMPLES; ROBERTROWE- ... _. OItG PHONE 82s 68rOD5s . _,
CHECK SUXYF ORC Hh5.C1XANGED; x NO FLOW /DISCHARGE FROM M*T i
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A
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UW24 honrs:from ----th—i th ed - btcaviesir Wd ii, bf. e�permitt ithi'�
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being<taken and a-time-#ad►le for �mproyements to
ma0i;as;rcgwred; by Earl
under'direction
is
-'ecri*Wflaborator
Certified -iAboratdi.'-­',(4
JCertiftcatiow'
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PARAMETER CODES:
Parameter Code lsiistanCeMa
AOF-ft* !),rgtw qlsWp jpstnpdis4
A
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p-taiii6f,th'authority ol*t
Flag

8m 1sY
CLIFFSIDE ;ar1�5?ir
Chain Of Custody Ohl'` saeai� {l� 3
LOCATION CSE
COUNTY ; t��1, 2klbrt;"13," ,
Effluent Influent Rutherford j ' Special Iif£pt�naalp' 'lrxf;tl
ID No.
b 19 y'
Initial Temp C bZ
j
GRAB sample I� . , •• � }� +: a f k,�A ,,
time
�} WEEKLY
COMP start
I1,31 4i`:� xlfi '`afire,,
sam le time •3 ' 1.
COMP end I
S$m le time /1
Il.a2t f< �I
fi
I !Il1K
`� N is mkt ,r rJ. 9t i
TEMP @RECEIPT'
--HOC TEMP y 3r r
NOTE:THE ABOVE TE @RECEIPT:
MP INDICATES THE TEMP
FOR ALL CONTAINER(S). NOTE: THE ABOVETEMP WI,TI-IIN• - I�D)�CATES
• FOR ALL C. t� e 41 ii#Frk°t.1ONTAInER(S) WIIIIIN.�' t,'•
:.
!
AMMONIA SAMPLES PRESERVED WITH H2SO4- , l`
_ !,
AMMONIA SAMPLES NEUTRALIZ D 2 a pH-<Z
E WITH Na2S03r CI=< 0 Y S O
FECAL SAMPLES P 1 l ' `i,r+'gs
RESERVED WITH Na2SO3i CI=<
Collected B : 0.1
ES
All samples colle and preserved at time of collection in plastic containers unless otherw
-
UESHED BY
DATE/TIME
eceived B
Split'S�rriple(s)
F. COLI
cfu/100m1
e-
BODpprri C3g4.0 C�alc G ,l 2 let
x
TSS pprn C C ;
•�. Zt (p, 3e1_`3x� lq is } ;rah ISali4 }
CI-2 Residual
f;' U'
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�ylej@ry >:
PH
f {, � i f x f� r1 ♦' mot{
c
BOD lbs/day 1r t F
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TSS l
bs/da
• �; y4�If,Jja 'Ali A�E31 ��t' A'
By the above signature
I certify that•a11 information is accurate to the best of m al t�
Comments:
3
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tt�r.�;pt�f�1��C9:>.,tei.
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JJEM AQUEOUS SAMPLE COLLECTIONAAB RE?ORT FORM (NC CERT 2)
To ass!xi test, 6-3e# shaded area sib; senp':e type p--com��s

JJEM AQUEOUS SAMPLE COLLECTION/LAB REPORT FORM (NC CERT 482)
Regulated by NCDENRIDWQ-Groundwater section
To assign test; label shaded area with sample type (C=composite; G=grab)
CLIFFSIDE
CHAIN OF CUSTODY
LOCATION CSE
CSI
COUNTY - RUTHERFORD
SPECIAL INFORMATION
EFFLUENT
JINFLUENT
WEEKLY
ID NO.
)/G(.
INITIAL TEMP
0
�, Z6
GRAB
sample time
�j
✓
COMP start
sample time
�1r5
`• ��
COMP end
date/ time
1— ` —/
j_ %— %f
'.off
ME NO, r
TEMP@RECEIPT:
NOTE: THE ABOVE TEMP INDICATES
FOR ALL CONTAINER()
THE TEMP.
WITHIN.
TEMP @RECEIPT: °C
NOTE: THE ABOVE TEMP INDICATES THE
TEMP.
COLLECTED BY:
SAMPLES COLLECTED AND PRESERVED
AT TIME OF COLLECTION IN PLASTIC CONTAINERS UNLESS NOTED OTHERWISE BY.,
..ELINQUISHED BY
DATE / TIME
RECEIVED BY
SPLIT SAMPLE(S) INFO
G Z L4
i
g kg
BOD ppm
C 3 0. 5
C
C Q 15.0 C
LS
TSS ppm
C 39. 5
C I 'rj
2
L.
CL2 RESIDUAL
C,
FLOW (EST MGD)
pH
BOD=Ibs/day
U.
9 L15
i jej Ict
L5
TSS Ibs/day
%. "] (p Le
A
By the above signature I certify
COMMENTS
�. aa�A
that all information is accurate to the best of my knowledge.
090509LO

CLIFFSIDE CHAIN OF CUSTODY
LOCATION CSE
CSI COUNTY - RUTHERFORD
SPECIAL INFORMATION
EFFLUENT
INFLUENT
WEEKLY
ID NO.
2�/
INITIAL TEMP
.�,
3,
/
GRAB sample
time
COMP start
sample time
COMP end
date/ time
WEN�a
TEMP @RECEIPT: 'Z • C
NOTE: THE ABOVE TEMP INDICATES THE TEMP.
FOR ALL CONTAINER(S) WITHIN.
o
TEMP RECEIPT: C
NOTE: THE ABOVE TEMP INDICATES THE
TEMP.
FOR ALL CONTAINER(S) WITHIN.
COLLECTED BY:
ALL SAMPLES COLLECTED AND PRESERVED AT TIME OF COLLECTION IN PLASTIC CONTAINERS UNLESS NOTED OTHERWISE BY.,
RELINQUISHED BY
DATE / TIME
RECEIVED BY
SPLIT SAMPLE(S) INFO
i
F. COLI
cfu/100ml
G
-.
BOD ppm
C
C Zbb.O A
1\vs n
LS
TSS ppm
C
C
CL2
RESIDUAL
G
FLOW (EST
MGD
e '1 c
o `^
l
pH
BOD Ibs/day
,"-]
(p, I�
TSS Ibs/day
) , I
By the above signature I certify that all information is accurate to the best of my knowledge.
COMMENTS pz Q

CLIFFSIDE CHAIN OF CUSTODY
LOCATION CSE
CSI COUNTY - RUTHERFORD
SPECIAL INFORMATION
EFFLUENT
INFLUENT
WEEKLY
ID NO.
INITIAL TEMP
Or
GRAB sample
time.
COMP start
sam le time
f
© 9
COMP end
date/ time
! J
/
—51 �l
TEMP @RECEIPT:
NOTE: THE ABOVE TEMP INDICATES THE TEMP.
FOR ALL CONTAINER(S) WITHIN.
TEMP @RECEIPT: °C
NOTE: THE ABOVE TEMP INDICATES THE
TEMP.
FOR ALL CONTAINERM WITHIN.
COLLECTED BY:
ALL SAMPLES COLLECTED AND PRESERVED AT TIME OF COLLECTION IN PLASTIC CONTAINERS UNLESS NOTED OTHERWISE BY.,
RELINQUISHED BY
DATE / TIME
RECEIVED BY
SPLIT SAMPLE(S) INFO
F. COLI
cfu/100ml
C'
Viz„ y -
3 1
of ,,
BOD ppm
C a 5, 3
C L l{ 3.0
l i l cI
LS
TSS ppm
C '30, p
-
G
C (�
CL2
RESIDUAL
FLOW MGD (EST
,0 15U 0
pH
BOD Ibs/day
3, a a
;a.cl o U
TSS Ibs/day
By the above signature I certify that all information is accurate to the best of my knowledge.
COMMENTS
3q

CLIFFSIDE CHAIN OF CUSTODY
LOCATION CSE
CSI COUNTY - RUTHERFORD
SPECIAL INFORMATION
EFFLUENT INFLUENT
ID NO. 502
INITIAL TEMP � ` Z' ,Q WEEKLY
GRAB sample
I 2- ✓ % �l
time
COMP start _ 2
sample time D
COMP end ­47
date/ time �.
TEMP @RECEIPT: JC TEMP @RECEIPT: °C
NOTE: THE ABOVE TEMP INDICATES THE TEMP. NOTE: THE ABOVE TEMP INDICATES THE
FOR ALL CONTAINER(S) WITHIN. TEMP.
FOR ALL CONTAINER(S) WITHIN.
COLLECTED BY:
ALL SAMPLES COLLECTED AND PRESERVED AT TIME OF COLLECTION IN PLASTIC CONTAINERS UNLESS NOTED OTHERWISE BY*
RELINQUISHED BY
DATE / TIME
RECEIVED BY
SPLIT SAMPLE(S) INFO
00
rF.COLI
Ga
a n IR
LS
00m1L5
ppm
C (fl °�� B
C 14 d ,0 B
a 6l l`i
TSS ppm
IC S, c7
C SQ. 5
II (41
CL2
RESIDUAL
G
FLOW (EST
0%t4 U-11
MGD
'
pH
BOD Ibs/day
t 32
9 . a 1 -1
TSS Ibs/day
-7, oo O fj
I D • a $
By the above signature I certify that all information is accurate to the best of my knowledge.
COMMENTS 60b = Q
i1\

JJEM AQUEOUS SAMPLE COLLECTION/LAB REPORT FORM (NC CERT 482)
Regulated by NCDENRIDWQ-Groundwater section
To assign test, label shaded area with sample type pcomposite; G=grab)
CLIFFSIDE
CHAIN OF CUSTODY
LOCATION
CSE
CSI
COUNTY - RUTHERFORD
SPECIAL INFORMATION
9
EFFLUENT
INFLUENT
WEEKLY
ID NO.
/
q,7r
INITIAL TEMP
o
'?` 6
sample time
COMP start
sample time
/ ���
COMP end
date/ time
-f fG�
i
-r y,)
�h�,.<q �
a., ,�
%irriZii
•
ry, y �,N„
>�, ,�����• -
e .�w�en,rr�i•
:e�u. �.,. �.�� ?" w... ,.
. i
,.. .'2 ., d��{f',P?�%�d
+��'.���;J�
frin.r/ k,� , .c9//
_ G
„ ��`�,i��,..:'l.� ��i ,�lw, ���y�i�,�
TEMP @RECEIPT: '2,E)
NOTE: THE ABOVE TEMP INDICATES
FOR ALL CONTAINER()
°C
THE TEMP.
WITHIN.
TEMP @RECEIPT: °C
NOTE: THE ABOVE TEMP INDICATES THE
TEMP.
COLLECTED BY: -1:37 /gc>
yLL,SAMPLES COLLECTED AND PRESERVED
AT TIME OF COLLECTION IN PLASTIC CONTAINERS UNLESS NOTED OTHERWISE BY:
..2LINQUISHED BY
DATE / TIME
RECEIVED BY
SPLIT SAMPLE(S) INFO
A�6
EN
'... :r.. it'».t/ :'K$' �
�/,.0 �,tSm.X'a`sr ��'�•%' ry Y
'� .w��::� `� G
LLB
al��►i[
BOD ppm
C< -4
C 'a a'� O
s t
N I LS
TSS ppm
C
C a),
a 1
CL2 RESIDUAL
G
Awk\1G
ib'-9
FLOW (EST MGD)
pH
BOD Ibs/day
LWO
441%
TSS Ibs/day
(p
'7 Q
By the above signature I certify
COMMENTS
0 . o2y�Lp 4
that all information is accurate to the best of my knowledge.
bao$iuuti fob= G

CLIFFSIDE CHAIN OF CUSTODY
LOCATION CSE
CSI COUNTY- RUTHERFORD
SPECIAL INFORMATION
EFFLUENT INFLUENT
ID NO. 2-1 73 Z//P
INITIAL TEMP
�^ D WEEKLY
n
GRAB sample✓, �.
time
COMP start
' 7
sam le time
COMP end
date/ time
—w"
N g ,
TEMP @RECEIPT: UC o
TEMP RECEIPT: C
NOTE: THE ABOVE TEMP INDICATES THE TEMP.
NOTE: THE ABOVE TEMP INDICATES THE
FOR ALL CONTAINER(S) WITHIN.
TEMP.
FOR ALL CONTAINER(S) WITHIN.
COLLECTED BY: cam%
ALL SAMPLES COLLECTED AND PRESERVED AT TIME OF COLLECTION IN PLASTIC CONTAINERS UNLESS NOTED OTHERWISE BY.*
RELINQUISHED
DATE / TIME
RECEIVED BY
SPLITSAMPLE(S) INFO
/BAY,,
.r
01
ICIIII
FCOLI .
G,
C 11, S S
11.S
C �m.o
1.01
5
TSS ppm
C
C
CL2
RESIDUAL
G
FLOW (EST
MGD)e
ey
`D
pH
BOD Ibs/day
G 9 , Q
TSS Ibs/day
-9q5o`lOU
sN7(P
By the above signature I certify that all information is accurate to the best of my knowledge.
COMMENTS
0 =

CLIFFSIDE CHAIN OF CUSTODY
LOCATION CSE
CSI COUNTY - RUTHERFORD
SPECIAL INFORMATION
EFFLUENT
INFLUENT
WEEKLY SAMPLE ALWAYS
GET FLOW MGD
rINITIALiEMP
GRAB sample
time
/ 21 . (ao
COMP start
sample time
�. 3 g
O
COMP end
date/ time
WIN
r
x
MEN
TEMP @RECEIPT: C
NOTE: THE ABOVE TEMP INDICATES THE TEMP.
FOR ALL CONTAINER(S) WITHIN.
TEMP @RECEIPT: °C
NOTE: THE ABOVE TEMP INDICATES THE
TEMP.
FOR ALL CONTAINER(S) WITHIN.
COLLECTED BY: ow/
ALL SAMPLES COLLECTED AND PRESERVED AT TIME OF COLLECTION IN PLASTIC CONTAINERS UNLESS NOTED OTHERWISE BY.,
RELINQUISHED BY
DATE / TIME
RECEIVED BY
SPLIT SAMPLE(S) INFO
1
F. COLI
cfu/100ml
G'� al
I 14 I Iq
J L
BOD ppm
C 1 `ia
C kUO.O
3 1�t1W
l-5
TSS ppm
C ILI. rT
C ( .
151 ictL_
CL2
RESIDUAL
G . i 15
L5
3 ( v4 ►9
FLOW (EST
M D
Q5
pH
BOD Ibs/day
`� 33
a,q, Yj
B
TSS Ibs/day
By the above signature I certify that all information is accurate to the best of my knowledge. .
COMMENTS
Ibs/day calculation - FLOW x 8.34 = x PPM = LBS/DAY;

�.CLIFFSIDE CHAIN OF CUSTODY
LOCATION CSE
CSI COUNTY - RUTHERFORD
SPECIAL INFORMATION
ID
INITIAL
o
time
sam
EFFLUENT
INFLUENT
WEEKLY SAMPLE ALWAYS
GET FLOW MGD
NO.
�J
C�%
TEMP
3,
t
GRAB sample
'
COMP start
le time
Z D
COMP end
date/ time
d�
TEMP @RECEIPT: o UC TEMP @RECEIPT: °C
NOTE: THE ABOVE TEMP INDICATES THE TEMP. NOTE: THE ABOVE TEMP INDICATES THE
FOR ALL CONTAINER(S) WITHIN. TEMP.
FOR ALL CONTAINER(S) WITHIN.
COLLECTED BY:
ALL SAMPLES COLLECTED AND PRESERVED AT TIME OF COLLECTION IN PLASTIC CONTAINERS UNLESS NOTED OTHERWISE BY:
RELINQUISHED BY
DATE / TIME
RECEIV D BY
SPLIT SAMPLE(S) INFO
F. COLI
cfu1400m1
BOD ppm
G
C -AO, e
C 2, q ,
312-1(
^� I'aa119
C�L
I--S
TSS ppm
C)3,10
C I 1 ,
32z ICI1-
CL2
RESIDUAL IG
l
` 15
3 a I I I°I
L S
FLOW (EST
MGD)(O
O� / Ts—
C
pH
BOD Ibslday
, - (
(.D-1
ad 119
LS
TSS Ibslday
q'L
a, S,OZ.-
6L- i
By the above signature I certify that all information is accurate to the best of my knowledge.
calculation.- FLOW x 8.34=p,221t,103 x PPM =

CLIFFSIDE
LOCATION
CSE
CSI
EFFLUENT
INFLUENT
ID NO.
INITIAL TEMP
Or
i
I
GRAB sample
time
7
COMP start
sam le time
IV` �
T � - 7
(COMP end
_
CHAIN! OF CUSTODY
COUNTY - RUTHERFORD
SPECIAL INFORMATION
WEEKLY SAMPLE ALWAYS I GET FLOW MGD
TEMP @RECEIPT: Z P C TEMP @RECEIPT:
NOTE: THE ABOVE TEM INDICATES THE TEMP. NOTE: THE ABOVE TEMP INDICATES THE
FOR ALL CONTAINER(S) WITHIN. TEMP.
FOR ALL CONTAINER(S) WITHIN.
COLLECTED BY: O .�
ALL SAMPLES COLLECTED AND PRESERVED AT TIME OF COLLECTION IN PLASTIC CONTAINERS UNLESS NOTED OTHERWISE BY:
RELINQUISHED BY DATE / TIME RECEIVED BY SPLIT SAMPLE(S) INFO
4A,
cfu/100m1 G 2'
BOD ppm C jC1,a, j3 C-3,%o,0 S3 31aq 1°I Ls
TSS ppm C - C ( 29119 J
cL231ze1 IT LS
RESIDUAL G
FLOW (EST
MGD)�!
pH
BOD Ibs/day l?�lo a -I ,a, 3 2911`� LS
TSS Ibs/day
By the above signature I certify that all information is accurate to the best of my. knowledge.
COMMENTS
Ilbs/day calculation - FLOW x 8.34 = x PPM = LBS/DAY:•

aceAnaly�ical -`
wmpaWabs.eom:
Pace Analytical Services, LLC
2225 Riverside Dr.
Asheville, NC 28804
[phone]
Laboratory Report
Ms. Juanita James
James & James Env. Mgmt.
3801 Asheville Hwy.
Hendersonville, NC 28791
Project: Cliffside NC0004405
Pace Project No.: 92421862
Reviewed by:
Chris Derouen
[phone]
[e-mail]
Page 1 of 1
Report Date: 04/01/2019
Date Received: 03/19/2019
Page 1 of 15

2cemalytIcal
Docuen mt.Name
sample Condition,Upon Receipt(SCUR),
Ddcument Revised;February 7, 2018
Page'1'61`2
Document No::
F-CAR=CS-033-Rev 06
issuing Authority;
Pace Carolinas Quality.Office;
Laboratory.receiving samples:
Asheville . Ed._e.n[] Greenwood ❑ Huntersville[� Raleigh❑ Mechancsvtlle�
Wo # 924218- • 62
" "` • a «• ' � `Client; Names •
Project#: II
...,�I' Courier ❑l1
- MFed Ex QS USPS' ❑Client
Fl Commercial Pace []Other•
82421. "
m....
Custody 5eatllresent? ( Yes' PqNd, Seals intact? ❑Ye's No J'f
Oaiellmtials'Peison Eicamining Contents:-�;�
Packing NWgriai: QBubbte Wrap; _nI30bble'Bags ]None []` Other Bioiogical`Tissue Frozen?
Therinometei;. es []No [2N/A
Type of ice,: ['jWet (]Blue [Nonz
n)R Gun iD:
CoolerTemp:(°C} e .ti Correcti66Paitor Add/5ubtract(,.C) 0'�
Temp s6ould'be above freezing to 6°C
Cooler Temp Corrected;('C}:. QSampies out of temp criteria. Samples'on ice,,cooiing process
has begun
Us0A Regulated Soii (t NIA,: water sample)
Did samii[6-.b ginate m a quarantine zone°within-th6:Unitecl States: CA, NYror SC.(check maps)? Did samples originate froma foreign source;(mternatioaally,
_n ,..a d..�.r.. o..•.i1i I—ivaa }�1No
Uy.es WNP
.._.. —
,,Comments/Discrepancy,
:Chain of Custody Present?: ..
Ye"s
ONq
[]NJA,
1•
;Samples Ardved Within Hold rime? .
Short'tibld,Tiaie Arialysis (<72 hri)?.
gYes
e's
ONo
(]No:
0NIA
❑NIA
2
3
Rush Taro.Around Time:Requested?
[at)Yes.
No
(]ro1n
A:
sufficient'volume3
.Mies
[]No,
[)N/A
5.
Cgrregt:Containers Used?
-Pace'Containers Used?1Yes<
,[[NO•
-ONO
[]N/k
❑N/A
6.
Containers.lntact? , -
gYes'
❑No..
[]NIA
7.
Dissolved analysis: S,arnples Field,Filtered?
) ye
Dilo
N/A
8. -
Sample Labels'Match'.Cou
-Includes Dateftime/Ip/Analysis,, .Matrix:
Headspace m VLIA Vials (>5-6mmP,
®Yes.
Yes
❑No,
ONo ..
[1NIA:
: ]NIA
9..
.10s
Trip Blank Present?.
Telp Blank Custodyaeals Present?
[]yes,
[3Y6
[]No
[]No
N%a:
14
COMMENTS/SAMPLE DISCREPANCY
WOD of tip lit:
containers:
CLIENT,NOTIFICATION/RESOLUTION.
:Fleld:Data Required?' []Yes []No
Person contacted: oategime: -
PFoject Manager SCURF Review; -
Project Manager 5Review: Date -
Review: r , r
Page 2 of 15

Document Name:
Document'Revised: February 7; 2018
aceAnal�tir f
sample Condiiion Upon. Receipt($CUR),
Page 1'of 2
DocumenfNo.:
F-CAR-CS-033-ReV.06
Issuing Authority:
Pace. Carolinas Quality Offiice
*Check markaop half of box:if pH'.and/or dechlorination is
verified and within the acceptance range for preservation
samples.
Exceptions: VOA, Coliform, TOC,, Oil and Grease, DROJ8015 (water) DOC;.L ft.
�*Bottom half of b'ox is to list number of bottle,
Project'# I �D : ,924218:62
PH: 01: Due: Date: 04/02/19
CLIENT: ;934&4
w
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pH Adjustment1 g-for Preserved,,Samples
Sample ID
• Type of Preservative
pH upon receipt..
Date preservation a djuste8
Time presgrva4fon
adjusted.
Amount ofPreservatare
added
Lot
Mote: Whenever there.'isa-discrepancy affecting North.Carolina col'npllance samples, a'.copy-of this Corm•will be sent'to the North Larouna. DEHN {:cernncauvn-vrqLe ki.r.
Out of hold, incorrect preservative, out of temp, incorrect containers.
Page 3 of 15

LO
R
�O Box -16414,GreeOvOle, bt; 296-1387414
gs4) q7Vqqv—, (860). 001-232-5 Fqx (864).877 693a
3bfopino-AddrsSsA CraHsinan Ct,.Greer, SC 29659
NW W:iCTT6Nl11T.`GMMM'NTA4.4'CLIN'
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-(Grab or C6mP651tq)
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SAMPLEID
:.ChemicalAnrdiPi�is^&dflier
-19
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ICE-instructions:.
ia
-N�
Sam pie. Custody Trnnsfer Record
secure
Receipt;
-
ao[d
Date flrri6: Relin uislicd By OigahWation Received
D� I,
Area
Temy
'Preserved?,
> no Q C
W, ar
COAAPOSME SAMPLING PROCEDURES
TMUPERUTURS MON]WRING PROCEDURES
HOLD TIMETROCEDURCS
C6mposite sampIm must bb cblfected'o�cr a 24 hour Odidd.-
For toxicity jest'in-le'saimp to rn ifrstbe used iNithin,36 h6dfs
'Tine ProOoh'ionalI : I sawipleeach lmir for ?.A hours: Equal vole
Q.Oand6.0*C;_Samples mustnoi beZen. Use vater ice in e
composite sample).
or at minimum I sample every 4 hours over 24 hours;
am rnayno�bcu, ours M111 sample collection.
Ple scd�aflerjlh f,
us fiiNPDES�per�l

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Document
The Chain pf•Cu�loily'is 6 LEGAL bQdut,4ENT. Ail f�
Waq, fields must bvcoMlllctc,i
4
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C
Section 13'
Section A
fz�q�lfati OWN Ini6fMallort:
mpp ------------
F
GROUNCFWATER
I�CRA
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............. . . . . . . . . . . .
Pf*0
Manager.'
Projocl Numllor,
T I R,-4,
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SIGNATURE of, SAMPLERI
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doeuinent Name: docurneht'Rjeyised, February, 7i 2018
Condition Upon Recelpi(SCUJRI :�Issuing
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Short Hold Time Aifalysis'(02 hr.)? 'JgYq ONo. ON/A.
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Trip Blankl?fesent?* EIYes, []No WN/A 11?
Trip Blank Custody Seals Present? E]Nd
COMMENTS/SAMPLE DISCREPANCY
CLIENT NO'nFicATIONIRE OLUTION.
Person contacted.-
Project Mdiiaizei. _SCURF Review:,
Project Manager SR.F ., Review:,,
Date/fIrne.
Date;
Date:
field:DaitaRequifed? nyes:'.0NO
Page 6 of 15
COMMENTS/SAMPLE DISCREPANCY
CLIENT NO'nFicATIONIRE OLUTION.
Person contacted.-
Project Mdiiaizei. _SCURF Review:,
Project Manager SR.F ., Review:,,
Date/fIrne.
Date;
Date:
field:DaitaRequifed? nyes:'.0NO
Page 6 of 15

r
Docurnent Name:
Sample Condition UporReceipt(SCUR)
Documenti"Revised: February:7, 201i3
Page 1 of 2
cCBlll'fi`iC3l":
Documerit'No :.
. F-CAR-CS,033-Rev,06
lssuing,Authority:
pace. Carolitias.Quality Ofice:
*Gheck;marit top 6jalf of:box if':pH; and/or dechlorination.is Project
vedfiedand within:the acceptance range for ;preservation
.samples."
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Page 7 of 15

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CHAIN-OFU�TODY 1. Analytical Request Document
00 II)c chain o! Custody i a LEGAL DOCUMENT -Ail retrsvant`t gilds mus be ctimPlOW accdOeiy...

ETA&
:)'Box 16414, Gfe8nVlFl8_.SC 22606-7414,
641877-6 , 942 , (800) 89I-2MS,Fax-,(QS4) 077 6038
lipping Addros: 4 Craftsman Ct. Greet. SC 2SS50
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:Date Une Relint uisluid I g!�ginizWbri Received Oi,/Orfikatiob Area. Temp OCI 'PicserycV rmi
'7 AZAlle- �61
OMPOSM S,4AfPL]Nrr AROCED UM TEMPENTURL MONMORINGPROCEDURES HOLD TWEPROCEDU=
Omposite samples must be collected over a,24'hoar no Sample temper�turc during cpItection,apd wnsp Ow CR
d. orf tnusi be b for toxi*fy testinglimsampiemust first be used mithin 36',hours
inie , Proportional: I sainolecach hour for 74 hours: Equal VdIm 0.0',Ind6.0,*C.,Sainpleiimust not be from. Use Water'Idd'ins6iled bags. ofsamolo c6ftetioa (compk(f9h
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Igiv Proportional: As Per hAtructiefii M NPDES permit.

ETVIEW
e,,,r6nffnanta , Ina. (E64)-07M 2 , FAX (864) 87MUS
a Box 16414, GreeaWfe, S029605 4-Claflsman Court, Geer, SC 29660
Ceriodaphnia dubia Survival and Reproduction Test
EPA-821-R-02-013 Method 1002
Client: CLIFFSIDE SANITARY DISTRICT
Facility: WWTP
NPDES #: NC0004405
Test Date: 20-Mar-19
Laboratory Sample ID #; T53641
Test Reviewed and Approved By:
Robert W. Kelley, Ph.D.
QA/QC Officer
Certification #E87819
Test results presented in this report conform to all requirements of
NELAC, conducted under NELAC Certification Number E87819
Florida Dept. of Health. Included results pertain only to provided samples.
Farhad Rostampour
Laboratory Director
SCDHEC Certification #23104
NCDENR Certification # 022
Page 10 of 15
Page 1 of 6

Effluent Aquatic Toxicity Report Form/Phase II Chronic Ceriodaphnia
Facility: Cliffside Sanitation WWTP NPDES # NC0004405 Pipe# 001 County: Rutherford
Laboratory Performing Test: Comments:
Signature of O.R.C.
Signature of Lab Supervisor
Test
Start Date Time
End Date
Time
Info
03/20/19 2:00
03/27/19
11:26
Renewal2
Start
Renewall
Renewal2
Sample Information
Sample1
Sample
Control
Start
Renewall
5%
Control
Control
Control
Collection Start Date
03/18/19
03120/19
Treatment
5% 5%
7.8
7.7
7.7
7.6
Grab
pH [nit.
7.7 7.7
7.9
7.9
7.8
7.6
Composite (Duration)
24 hr
24 hr
pH Final
7.9 8.1
7.9
8.6
8.9
7.6
Hardness (mg/L)
48.0
D.O. ]nit
8.1 8.4
7.8
8.6
8.1
7.8
Spec. Cond. (umhos.cm)
300
284
183
D.O. Final
8.4 8.0
24.5
24.7
24.3
24.5
Chlorine (mg/L)
1.15
2.55
Temp Init
25.0 24.3
25.2
25.2
1 25.1
1 25.2
Sample temp. at Receipt
0.6
0.5
1 Temp Final
1
25.2 25.1 1
Chronic Test Results
Final Cont Mort. %
0.0%
100%
Organism
#
% Cont 3rd Brood
1 7%
1
2 3
4 5
6
7
8
9
10 11
12 Mean
Control Repro CV
48 Hour Mortality
Control # Young 21 23 22 22 23 23 21 20 25 24 none
none 22.4
(L)ive
D ead L
L L
L L
L
L
L
L
L none
none
Control IWC
0of10 10of10
1
2 3
4 5
6
7
8
9
10 11
12 Mean
Significant? No
Effluent % # Young
20
19 20
22 25
22
23
22
27
20 none
none 22.0
Final Mortality Sign. @
% or no con
Adult
(L)ive
e d
L
L
L
L
L
L
L
L
L
L
none
none
% Red
1.8%
Reproduction Analyses
1
2 3
4 5
6
7
8
9
10 Mean
Repro LOEC= >4.80% r]oeC= 4.8%
# Young
24
26
21
23
24
24
21
22
26
23
23.4
Effluent %
Method: Wilcoxon's Rank Sum Test
Normal Dist? no Method Shapiro-w#ks
Adult
% Red
(L)ive
0.6%
(D)ead
L
L
L
L
L
L
L
L
L
L
4.5%
Statistic 0.000 Critical 0.919
Equal Va]? NA Method
1
2 3
4 5
6
7
8
9
10 Mean
Statistic Critical
Non -Parametric Analysis if applicable):
Effluent %
# Young
23
22
21
21
25
23
20
22
22
24
22.3
Adult
%Red
Method: Wilcoxon's Rank Sum Test
(L)ive
D ead
L
L
L
L
L
L
L
L
L
L
0.4%
Effuent % Rank Sum Critical
0.3% 94.50 77
1
2 3
4 5
6
7
8
9
10 Mean
0.6% 121.50 77
# Young
0
0
0
0
0
0
0
0
0
0.0
Effluent %
1.2% 102.50 77
2.4% NA NA
Adult
t
%Red
(L)ive
2.4%
D ead
D
D
D
D
D
D
D
D
D
loo.o%
4.8% NA NA
Overall Anal si`" " IC25=
Effluent %
4.8%
1
2 3
4 5
6
7
8
9
10 Mean
Result = PASS/FAIL or
Test LOEC j 4 8%
`` �M 4 �., .
Chronic Value ,. �;4.80%
#Youn
0
0
0
0
0
0
0
0
0
0
0.0
Adult
(L)ive
D ead
D
D
D
D
D
D
D
D
D
D
%Red
loo.o%
Environmental Sciences Branch
MAIL Division of Water Quality
'Should use highest test concentration or
highest concentration with D.O. >5.0 mg/I
N.C. DENR
TO: 1621 Mail Service
Center
% Reduction from Control Reproduction Mean
Raleigh, NC 27699-1621
DWQ form AT-3 (8/91) Rev. 11/95
Page 11 of 15
Page
2 of
6

Test Day
1 9 q 4 5 6 7 B 0a
+4+6
u
21
control
R2 3-7
B
+4+8
11
23
T8 3-8
C
+4+7
11
22
P3 3-7
D
+4+8
10
22
118 3-13
E
+3+9
11
23
U2 3-8
F
+3+8
12
23
09 3-7
G
+4+7
10
21
V8 3-8
H
+3+8
9
20
M4 3-7
11
+4+8
13
25
JJ8 3-13
J
+4+7
13
24
Lab#
T53641
Client
Cliffside Sanitation
Sample ID
WWTP
NPDES#
N00004405
County
Rutherford
Month
3
Start & fed Date
20-Mar-19
Start & fed Time
02:00 PM
Started & fed By
JC
Test Organism
Ceriodaphnia dubia
Neo. born date
19-Mar-19
Neo. born time
1640-2205
Test Type
NCCD
Dilution Water
SSF 3/6/19
Units for Conc.
%3rd BROOD
Test vessels
30 ml
Test volume
15 ml
Incubator#
1
Light
161UBdk
Initial Temp °C
25
Selenastrum
0.05 ml
YAT
0.05 ml
Test method
EPA 821-R-02-013:1002
Page 12 of 15
Page 3 of 6

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PO Box 16414, Greenville, SC 29606-7414
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W YIW. ETTEN V 1RONMENTAL.COM
CILkIN � .' CUSTODY RECORD
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PO Box 16414, Greenville, SC 2960&7414
[phone], [phone] Fa)c(864) 877 6938
Shipping Address: 4 Craftsman Ct, Greer, SC 29650
W W W.=T0 W1RONMENTAIwGOM
CHAIN( CUSTODY RECORD
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TEjIIPER-ITURC MONITORING PROCEDURES V
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of sample collection (completion of composite sample).
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r1Ldiv Proportional: As per instructions in NPDES permit.

ROOD COOPER
GiDNEYlIOT
MICHAEL S. RECAN
SaTetw y
UNDA CULPEPPER
Dird rear
CERTIFIED MAIL: 7012 2210 0002 3534 9908
Mr. BarryW. Jones
Cliffside Sanitary District
P.O. Box 122
NORTH CAROLINA
Environmental Quality .
March 29, 2019
Cliffside, NC 28024
Division of wat©r Resources
SUBJECT: NOTICE OF VIOLATION: NC NOV-2019-TX-0019
..'•t
r
APR
�K
"
Whole Effluent Toxicity (WET) Testing
4 2019
,
NPDES Permit No. NC0004405
Cliffside Sanitary District WWTP
Water OuaI!ty Regional Operations
Rutherford County
Ashev!,: X1an;c;_' ,l off -cc
Dear Mr. Jones:
This is to inform you that a review of your toxicity self -monitoring report forms for January 2019 indicates a
violation of the toxicity limitation specified in your NPDES Permit. -
You should take whatever remedial actions are necessary to eliminate the conditions causing the effluent toxicity
violation(s). Your efforts may include conducting a Toxicity Reduction Evaluation (TRE),.a site -specific study
designed to identify the causative agents of effluent toxicity, isolate the sources of toxicity, evaluate the
effectiveness of toxicity control options, and confirm reductions in effluent toxicity. Please be aware that North
Carolina General Statutes provide for assessment of civil penalties for violations of NPDES permit limitations and
requirements.
The reverse side of this Notice contains important information concerning your Whole Effluent Toxicity Monitoring
and Reporting Requirements. Please note appropriate mailing addresses for submitting your Discharge Monitoring
Reports (DMRs) and Aquatic Toxicity (AT) Test Forms. We encourage you to review this information; if it would be
helpful to discuss this situation or possible solutions to resolve effluent toxicity noncompliance, please contact Ms.
Cindy Moore at [phone] or Ms. Susan Meadows at (919) 743- 8439.
Si cerely
0, .0 -
Cindy Moore, Supervisor Aquatic Toxicology Branch
Division of Water Resources, NCDEQ
cc: L ndon=Davidson`-A``shrevilfe`Regi'o'nal=0ffice -`"
Central Files
North Carolina Department of Environmental Quality I Division of Water Resources / Water
Sciences Section
4��Dff .d4401 Reedy Creek Road 11621 Mail Service Center I Raleigh, North Carolina 27699-1621
Muld "� 0- 919-743-8400

WATER POLLUTION CONTROL SYSTEM OPERATOR DESIGNATION FORM (WPCSOCC)
NCAC 15A 8G .0201
Press TAB to enter information
Permittee Owner/Officer Name: Lynn -Star Vasquez Board Chairman Cliffside Sanitary District
Mailing Address: PO Box 122 Phone: [phone]
City: Cliffside State. NC zip: 28024
Email Address: starr-vasquez13@att.
Facility Name: Cliffside Sanitary District WWTP
County:
Rutherford
Permit # N
YOU MUST SUBMIT A SEPARATE FORM FOR EACH TYPE AND CLASSIFICATION OF
Facility Type: 'WW
Facility Grade: III
OPERATOR IN RESPONSIBLE CHARGE (ORC)
Print Full Name: Michael Franklin Gibert
Certificate Type: WW
Email Address: [e-mail]
Certificate Grade: IV
Date: 312 I l I
Ni 1101
oq
Work Phone: [phone]
Certificate #: 12960
0%•
Signature: --�L /,y Effective Date: 3 - k cl — l K
"I certify that I agree to my designation as the Operator in Responsible Charge for the facility noted. ,1 understand and will abide, by the
rules and regulations pertaining.to the, responsibilities of the ORC as set forth in 15A NCAC 08G-.0204 and failing to do so can result in
Disciplinary Actions by -the Water Pollution Control System Operators Certification Commission,"
BACKUP ORC
Print Full Name: Terry Lee Price Work Phone: [phone]
Certificate Type: WW
Email Address:
Certificate Grade: 11
Certificate #: 25811
—Signature:
Effective Date: 1.9
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control5ystem Operators Certification Commission."
Mail, fax or email WPCSOCC,1618 Mail Service Center, Fax: [phone] Emad certadmin@nodened
ORIGINAL to: Raleigh, NC 27699-1618
Mail or Fax Asheville Fayetteville Mooresville Raleigh
a COPY to: 2090 US Hwy 70
Swannanoa, NC 28778
Fax: [phone]--
Phone: [phone]
Washington .
943 Washington Sq. Mail
Washington, NC 27889
Fax: [phone]
Phone: [phone]
225 Green St., Suite 714
Fayetteville, NC 28301-5043
Fax: [phone]
Phone: [phone]
Wilmington
127 Cardinal Dr.
Wilmington, NC 28405-2845
Fax: [phone]
Phone: [phone]
610 E. Center Ave., Suite 301
Mooresville, NC 28115
Fax: [phone]
Phone: [phone]
Winston-Salem
45 W. Hanes Mall Rd.
Winston-Salem, NC 27105
Fax: [phone]
Phone: [phone]
3800 Barrett Dr.
Raleigh, NC 27609
Fax:[phone]
Phone: [phone]
Revised 412016

Water Pollution Co tfol System Operator Dt
��i'CSOCC.
NCAC 15A 8C .020:1
Permittee OwneriO icer Name:
Mailik3g Address:
C1tt :
Email
Date-
b'vlsbi ftti tier Resources
................
...:.................................//......�•/ ....................................................................,...... ..
Facility Name: t1r4 C,je Saryt t''t�'. PermitC. [i'�
county: r'
w..a..aa•••aa.a.•aa.•..+•.•u•ea..u.ae••u..a•••.u...u•ae.•ar. a.••.auuau au •. u.••.•. ••.a•:a•.••. a•.a. r.a.. •..•e•.uua•.ru •r•sr.•rr•r..•.... •r
SUBMIT A SEI'ARaTE FOI3iVI FOR EAC.1<I T E SYSTEM!
Facility-Type/Grade (CHECK ONLY ONE):
Biological Collection Physical/Chemical Surface Irrigation Land Application
Operator in Responsible Charge (ORC)
Print Full Dame: s U ;z, n A.1 l t _ Entail: "_Vtx'a .ice ' c-. mC= 5 ' Li a V• e-3 C.
Certificate Type Grade f Number:W as ? � `l` \'Fork Phone 4:
Signature: Date: I - 1A.
Cj
€ certify that f agree to my designation as the Operator in Responsible Ch3rg e for the facility noted. I understand and will abide by the rules
and regulations pertaining to the responsibilities orthe ORC w: set forth in 15A N AC 08G .0204 and failing; to do so can result in Disciplinary
Actiorts by the Water Pollution Control System Operators Certification Commission."
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Narne: t: hX-aj �I�f; Email: i- /6, 12e, I 1 SC; 4-z'h - i'T
Certificate Type f Grade t i umber: �nJ tnt.. C%�y j :. Work Phone �=: �i � ~ �4 -1- C 613
Signature: `r''t�` Date:
I certify that 1 aerrce to my designation as a Back-up Operator in Responsible Charge for the facilky noted. I understand and will abide by the
rules arts€ rcgulatsons pertaining to the responsibilities of the BU ORC as Set forth in 15A NCAC 08G .0205 and failing to do so can result in
Disciplinary°.Act'rons $rye the 1Vater Pollution Control System Operators Certification Commission-'
....••......•......u..•.• _................................................... c...e•....•..a•..•...•.....•......•..••••..•..•.••••.•....a......
Mad, fax email
d,xorem... WPCSOCC, 1618 Nlaii ServiceCenter.. Raleigh, \C 27699-1618 Fax: [phone]
of it*iiraf to: MARM
Mall earfar a coat, to the Asheville
appropriate Rggirrrra/ Office. 2090`US Hvvy 70
Stiannanoa 23778
Fax: [phone]
Phone: [phone]
Fayetteville
225 Green St
Suite 714
Fayetteville 28301-5043
Fax:[phone]
Phone: [phone]
Mooresville
610 E Center Ave
Suite 301
,Mooresville 28115
Fax: 704 G63.6040
Phone: [phone]
Washington Wilmington Winston-Salem
943 Washington Sq Akf all 127 Cardinal Dr 450 W. Hanks Mall Rd
Washington 27889 Wiltninuton 28405-2845 Wimilon-Salem?7105
Fax- 252.946.9215 Fax: [phone] Fax. [phone]
Phone:[phone] Phone:[phone] Phone:[phone]
Raleigh
3800 Bzur eti Dr
Raleigh 27609
Fax: [phone]:
Phone:9.19.791A200
Revised 05-20 5
1

blb'ISlrii: C� atio ,,r Resources
WP=at;}"CC Operator Designation Farm: (eorrtinared) age 2
5 E P 1 �' .?_01P8 .
Facility Name: � ,f t -' W l r (, `" ai Operations
Mtlwp�oRC' .
Print Full Name: E 10-n f" eal,—. t`t, ri" v- Wor.k.Phone:[phone]
Certificate Type: Ww Certificate Grade: !! Certificate#: c,FjS'4'7 7
Email Address: jjemi@�ellsouth.net a J --
Signature: zEffective Date.: -7- ik
`7 certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted: 1 understand'and will amide by
the rules and regulations pertaining to the responsibilities of the ORE as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Vdarer Pollution Control System Operators Certification commission."
1. BA&60 6RC . .
Priest Full Name: -� Ilrso y) \UiV ,rA, e'1 Work Phone:[phone]
Certificate Type: V!W J certificate Grade: it Certificate #: - 4, g qJ ir—
Eanmail Address: [e-mail] J - --
Signature: � Effective Date:
M
'l certify Haar 1 agree o my designation s o Back-up erator in Responsible Charge for the facility noted. 1 understand and will abide by
the rules and regulations pertaining to the responsibifl ies of the ORC as set forth ir, ZSA MCAC 09G .0204 and falling to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certlfrcotr'on Commission,."
BACKUl OTC
Print Full Name: Work Phone:[phone]
Certificate Type: WW Certificate Grade: It Certificate #:
Email Address: [e-mail]
Signature: Effective Date:
-
-!-certify-thati'agreethturnia,—wg won-as7j-Back-up-Operaturm-Ri esponsiule-cnargeforthe-fa-riliiynated. i-rtnderstand-ond�mliubide-by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NG4C 08G .0204 and failing to do so can resu,'t in
D1-,zci01inary Actlans by the Water Pollution Control System Operators Certification Commission." ,
- <BACKUP 0l3C
Print Full name: Work Phone:828-6a97-0063
Certificate Type: WW Certificate Grade: it Certificate #:
Email Address: [e-mail]
Signature: Effective Date:
"7 certify that f agree to my designation.os a Sack -up operator in Responsible Charge for the facility noted.. 1 understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 -and failing to do so can result is
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Revfod 4l2OI S

EINLE COPY
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H, Sullins
Governor Director
July 6, 2010
Mr. Barry Jones
Cliffside Sanitary District
P.O. Box 122
Cliffside, N.C. 28024
Dee Freeman
Secretary
Subject: Technical Assistance
Cliffside Sanitary District VVWTP
NPDES Permit No. NC0004405
Rutherford County
Dear Mr. Jones:
Mr. Don Price, and other staff with the Asheville Regional Office of the NC Division of
Water Quality (DWQ or the Division) conducted a technical assistance visit of the Cliffside Sanitary
District wastewater treatment plant (WWTP) on May 20, 2010. The assistance and cooperation of
Mr. Mike Gibert; WVVTP ORC, was greatly. appreciated. The purpose of this Technical Assistance
was to review the operation of the WWTP and.to help identify- repairs and to offer suggested
retrofits needed to meet existing, and to meet future permit limitations. It was also the intent of the
Technical Assistance visit to find ways to reduce energy and chemical costs through more efficient
operating techniques. By enhancing.plant operations, we help improve water quality. A checklist is
attached for your records and findings are summarized below.
Site/System Review
The following system components were reviewed during the visit: The current WWTP consists of a
pump station and bar screen; extended aeration basin; dual secondary clarifiers; Aqua disk filters;
chlorination; effluent re -aeration; and de -chlorination; and sludge storage tanks.
This current arrangement is being operated as a 'Partial mix' aerated lagoon. Samples were
collected from the Influent and Effluent, in addition to conducting a dissolv'Joxygen (DO) profile of
the lagoon unit (extended aeration basin).
The following table(s) summarize the findings derived from conducting the DO profile, and results,
from the samples collected at the WWTP. Table 1 identifies DO, pH, and Temp. findings from grab
samples collected at the time of the site visit; Table 2 identifies results of composite samples.
collected for BOD, TSS, Alkalinity, and Fecal Coliform(grab sample).
North Carolina Division of Water Quality, Asheville Regional Office
Location: 2090 U. S. Hwy. 70, Swannanoa, North Carolina 27107
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748
Internet: www.ncwaterquality.org
Nne
orthCarolina
Natura!!if
An Equal Opportunity 1 Affirmative Action Employer

Cliffside;Sanitary District
Permit # NCOOQ4,405
TA, Page 2 of 5 �—
Table 1.
Location Dissolved Temperature pH Alkalinity Ammonia
Oxygen Degrees Co (s.u.) (Test Strips) (Test Strips)
-A-B.Entry poinf 1
0 72 ..
241 _ 7: 4g
A-B Entry point 2
0.60
23.7 — — —
A-13 Ei by point 3 _:..
0:81
A-B mid -point south
0.30
22.3 — — —
A=B,south right. corner
.-OW
23 8 — = =
A-B south effluent
0.68
23.8 7.37 180 mg/L 1 mg/L
A4 North effluer t no flow
0;.22
22:6 — - —
A-B North mid access point
0.76
22.0 — — —
As mentioned earlier, the current WWTP is being operated as a Partial mix lagoon. This type of
WWTP can commonly be used to treat municipal and industrial wastewater(s). Partial mix lagoon
technology has been widely used in the United States for at least 40 years or more. Aeration -is
provided by either mechanical surface aerators or submerged diffused aeration systems (current
aeration at the time of the technical assistance was provided by two (2) floating mechanical
aerators). The submerged systems can include perforated tubing or piping, with a variety of
diffusers attached. In aerated lagoons, oxygen is supplied mainly through mechanical or diffused
aeration rather than by algal photosynthesis.
Aerated lagoons typically are classified -by the -amount of mixing provided. A partial mix system
provides only enough aeration to satisfy the oxygen requirements of the system and does not
provide energy to keep all total suspended solids (TSS) in suspension. In some cases, the initial
cell in a system might be a complete mix unit followed by partial mix and settling cells. Most energy
in complete mix systems is used in the mixing function which requires about 10 times the amount
of energy needed for an equally -sized partial mix system to treat municipal wastes. Table 1
indicates dissolved oxygen levels in the Lagoon of between 0.22 mg/L and 0.81 mg/L. For the
system to produce an effluent to meet concentration based limits (milligrams/liter), rather than the
current mass balance limitations (pounds/day), a dissolved oxygen concentration of at least 2.0
mg/L will have to be maintained throughout the Lagoon system.
A"complete mix wastewater treatment system is similar to the activated sludge treatment process
except that it does not include recycling of cellular material, resulting in lower mixed liquor
suspended solids concentrations,'which requires a longer hydraulic detention time than activated
sludge treatment. Some solids in partial mix lagoons are kept in suspension to contribute to overall
treatment. This allows for anaerobic fermentation of the settled solids.
Partial mix lagoons are also considered facultative aerated lagoons and are generally designed
with at least three cells in series, with total detention time dependent on water temperature (the
current system consisted of only one (1) cell followed by allowing flow through one secondary
clarifier). The lagoons are constructed to have a water depth of up to 20 ft to ensure maximum
oxygen transfer efficiency when using diffused aeration (current depth is 16 feet). In most cases,
aeration is not applied uniformly over the entire system.

Cliffside Sanitary District T
' Permit # NCO004405
j
TA, Page 3 of 5
Typically, the most intense,aeration(up to 50 percent of the total required) is used in the first cell.
The final cell may have little or no aeration to allow settling to occur. In some cases, a small
separate settling pond is provided after the final cell. Diffused aeration equipment typically provides
about 6 to 6.5 lbs 02/hp-hour and mechanical surface aerators are rated at 2.5 to 3.5 lbs, 02/hp-
hour.
Consequently, diffused systems are.somewhat more efficient, but also require a significantly
greater installation and maintenance.effort. Aerated lagoons can reliably produce an effluent with
both biological oxygen demand (BOD) and TSS < 30 mg/L if provisions for settling are included at
the end of the system. Significant nitrification will occur during the summer months. if adequate
dissolved oxygen is applied. Many systems designed only for BOD removal fail to meet discharge
standards during the summer because of a shortage of dissolved oxygen. Nitrification of ammonia
and BOD removal occur simultaneously and systems can become oxygen limited, of which the
system at Cliffside Sanitary District appears to be.
To achieve nitrification inheavilyloaded systems, pond volume and aeration capacity beyond that
provided for BOD removal are necessary. Oxygen requirements for nitrification are more
demanding than for BOD removal. It is generally assumed that 2.5 lbs. of oxygen is required to
treat 2.2 lbs. of BOD. About 8 lbs. of 02 are theoretically required to convert 2.2 lbs. of ammonia to
nitrate.
A physical modification to an aerated lagoon uses plastic curtains supported by floats and
anchored to the bottom to divide existing lagoons into multiple cells and/or serve as baffles to
improve hydraulic conditioris. One approach suspends a row of submerged diffusers from flexible
floating booms which move in a cyclic pattern during aeration activity. This serves to treat a larger
volume with each aeration line. Effluent is periodically recycled within the system to improve
performance. If there is sufficient depth for effective oxygen transfer, aeration is used to upgrade
existing facultative ponds and is sometimes used on a seasonal basis during periods of peak
wastewater discharge to the lagoon (e.g. seasonal food processing wastes). Every system should
have at least three cells in series.
Pond depths range from 6 to 20 ft, with 10 ft the most typical (the shallow depth systems usually
are converted facultative lagoons). Detention times range from-10 to 30 days, with 20 days the
most typical (shorter detention times use higher intensity aeration). The design of aerated lagoons
for BOD removal is based on first -order kinetics and the complete mix hydraulics model. Even
though the system is not completely mixed, a conservative design will result.
Table 2.
Location
BOD
TSS
pH
Alkalinity,
Fecal
(mg/L)
(mg/0
(s.u.).
(mg/L)
Coliform
(#/100 ml)
A-6 Entry pornt-1
118
240
7:3
310
A-B south effluent
161
208.
7.3 '
330 mg/L
—
System -influent -Composite
71 "
1.8
7.0
110 mg/L
System Effluent Composite
10g
104
7.4
280 mg/
—
Svstem Effluent (.Grab): ...
115
102-.;....
7 5 :
290

Cliffside Sanitary District
Permit # NC0004405 J
TA, Page 4 of 5
Results of samples collected in Table 2 indicate the current treatment system would not meet
concentration based limitations.
Based upon information regarding the current system's configuration and capacities the following
loading determinations have been made.
The current 'aeration basin' has a square footage of 64,375 ft.z; cubic footage of 1,030,000 ft.3; and
a volume of 7,704,400 gallons. This volume would allow for a theoretical detention time of 30.8
days at a flow of 0.250MGD (250,000 gpd), or 25.68 days at a flow of 0.300 MGD (300,000 gpd).
Most partial -mix aerated lagoons operate at an Organic Loading of 15 = 30 lbs. BOD/acre/day, but
with efficient aeration and detention time (without short-circuiting) can increase loading from 60 to
200 lbs. BOD/acre/day. Based upon data in Table 2, The BOD load to the current system equals
29.6 lbs. BOD (0.050 x 71 mg/L x 8.34) per day. The current system has a equivalent acreage of
1.47 acres based upon the square footage of 64,375 ftz. This is equivalent to 100.6 lbs.
BOD/acre/day, falling between the 60 to 200 lbs. BOD/acre/day loading "IFefficient aeration and
no short-circuiting exists in the system.
The current system revealed signs of short-circuiting and organic overload due to indications that
"septage" is being added at entry point 1 of the aeration basin. Any septage added to the system
should be 'pre-treated' prior to being added to the system. Pre-treatment should consist of at a
minimum of screening and pre -aeration. This would help in preventing 'shock -load' effects to the
treatment system. Shock loading of the system is evident in effluent BOD and TSS results (A-B
south effluent BOD 161 mg/L, TSS 240 mg/Q.
Suggestions/Recommendations
The current system would not be capable of meeting concentration based limits as should be
reflected in the next NPDES permitting cycle for this system (current NPDES permit is set to
expire in July 2013). In order to meeting concentration based limits it is suggested the system
look at:
(1) A physical modification' to the existing aerated- lagoon using some type of curtain or other
means of separation to divide the existing lagoon into multiple cells and/or serve as baffles to
improve on current hydraulic conditions and prevent short circuiting;
(2) Add a type of "Induced Air Flotation" in the initial tank prior to the lagoon, in order to add
septage to the system and not create nuisance and organic loading issues. This would act as
a 'septage receiving station' allowing some removal of fats and grease, solids, and other debris
before it reached the lagoon system. Such systems have been added as 'pretreatment' for Dairy
waste in Minnesota, in a 10' by 6' tank, with a depth of 6'. Information provided implied it removed
from 20 to 30% of the total BOD load to the treatment plant using only a 2 HP motor.
(3) Review options of adding curtain baffles to the existing contact basin_. This would prevent short
circuiting and increase detention time -in the system. The entire aeration system needs to be
evaluated and changed to a more efficient aeration system. This could be either some type of
diffused system or a different type of aerator that uses less energy/power.

Cliffside sanitary District
' Permit # NC0004405
TA, Page 5 of 5
I am attaching several documents regarding 'Lagoon Aeration' and cost savings from modifications
implemented for your review. I can make additional visits to the facility to conduct evaluations of
any modification implemented and offer suggestions for improving operation. In addition to the
suggestions listed, I would also suggest you review converting the existing Secondary Clarifiers
into SBR's (Sequencing Batch Reactors) or circular package type WWTP's, but please note that
these types of systems would use more energy than Lagoon technology.
Also, if there are questions or additional information is needed regarding a process change or
permit question, please let me know. Thank you for the opportunity to conduct this Technical
Assistance.
Sincerely,
- Ao-
Donald R. Price, CET
Waste Water Treatment Plant Consultant
Asheville Regional Office
Division of Water Quality
Attachments:
C:G-- ---ARO-=.:SW.p-!-
`TACU`Unit — Raleigh
Mike Gibert, ORC - Cliffside Sanitary District
David Odom, P.E./ Odom and Associates
S•\SWPIkutherforMWastewaterlMunicioallCliffside SD WWTP 04405%Cliffside Sanitary District TA Ur 07 02 2010.doc

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.r,. 20460
OMB No. 2040-0057
Water Compliance inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 INt 2 151 31 NC0004405 I11 121 10/05/20 I17 18ID 191S1 20I
II J
Remarks
211111 11111111 1111 1111111 1111111111111 111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA Reserved
671 1 69 70I 3 I 71 U 72I N 73 LU 74 751 I I I I I J 180
t—'
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
Cliffside Sanitary District WWTP
09:30 AM 10/05/20
08/10/01
Exit Time/Date
Permit Expiration Date
3400 Hwy 221-A
Cliffside NC 28024
11:30 AM 10/05/20
13/07/31
Name(s) of Onsite Representative(s)lTitles(s)/Phone and Fax Number(s)
Other Facility Data
Michael Franklin Gibert/ORC/828-657-9180/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Greg B1ake,PO Box 427 Cliffside NC 28024//828-657-7011/ No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Operations & Maintenance 0 Facility Site Review 0 Effluent/Receiving Waters
Section D: Summary of Find in /Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Don Pric ARO WQ//828-296-4500/ 71# 12,0 0
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
A_ c/o
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type (cont. 1
3I NC0004405 I11 12I 10/05/20 I17 18'_'
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
The purpose 'of this Technical Assistance was to review current operations and offer suggestions as to cost
savings in energy consumption and chemical cost. The WWTP system is currently being operated a an
Aerated Lagoon.
Results of samples collected at the time of the Technical Assistance indicate the current operation is only
'moderately' successful should the NPDES permit be changed to concentration based limits rather than the
current mass balance based limits.
Suggestions for retrofit are to take the current Lagoon system and 'divide' into 3 separate cells with
improved aeration and mixing in 1 st and 2nd cell, and the 3rd cell left quiescent to allow for settling with the
potential for internal re -cycle of they flow.
The system should also be modill%d to accet'septage' in a separate tank to be fed in sparingly to the
lagoon. With the current configuration, adding septage directly to the lagoon creates "shock loads" and
creates grease balls and matting of solids that aids short-circuiting.
The time and assistance of Mike Gibert, ORC for Cliffside Sanitary District, is appreciated. Should there be
additional questions or you wish to expand on this TA, please contact me at [phone]. Don Price.
Page # 2

Permit: NC0004405 Owner- Facility: Cliffside Sanitary District WWTP
Inspection Date: 05/20/2010 Inspection Type: Technical Assistance
Lagoons Yes No NA NE
Type of lagoons? Aerated
# Number of lagoons in operation at time of visit? 1
Are lagoons operated in?
# Is a re -circulation line present?
❑ ■ ❑ ❑
Is lagoon free of excessive floating materials?
❑ ■ ❑ ❑
# Are baffles between ponds or effluent baffles adjustable?
❑ ■ ❑ ❑
Are dike slopes clear of woody vegetation?
■ ❑ ❑ ❑
Are weeds controlled around the edge of the lagoon?
■ ❑ ❑ ❑
Are dikes free of seepage?
■ ❑ ❑ ❑
Are dikes free of erosion?
■ ❑ ❑ ❑
Are dikes free of burrowing animals?
■ ❑ ❑ ❑
# Has the sludge blanket in the lagoon (s) been measured periodically in multiple locations?
❑ ■ ❑ ❑
# If excessive algae is present, has barley straw been used to help control the growth?
❑ ■ ❑ ❑
Is the lagoon surface free of weeds?
❑ ■ ❑ ❑
Is the lagoon free of short circuiting?
❑ ■ ❑ ❑
Comment: The current 'Lagoon' system needs to be retrofited into 3 separate cells,
instead on the one in order to prevent short-circuiting. The current system is not efficient
either for Organic Loading reduction , energy consumption, and chemical consumption.
A DO profile was conducted of the Lagoon, and results are listed on the TA report cover
letter. Results of the DO profile ranged from 0.22 mg/L to 0.81 mg/L. The DO of the
entire Lagoon should be at least 2.0 mg/L in order to get the most effective treatment.
Disinfection -Liquid Yes No NA NE
Is there adequate reserve supply of disinfectant? ■ ❑ ❑ ❑
(Sodium Hypochlorite) Is pump feed system operational? ■ ❑ ❑ ❑
Is bulk storage tank containment area adequate? (free of leaks/open drains) ■ ❑ ❑ ❑
Is the level of chlorine, residual acceptable? ❑ ❑ ❑ ■
Is the contact chamber free of growth, or sludge buildup? ■ ❑ ❑ ❑
Is there chlorine residual prior to de -chlorination? 0 ❑ ❑ ■
Comment:
Operations & Maintenance Yes No NA NE
Is the plant generally clean -with acceptable housekeeping? ■ ❑ ❑ ❑
Page # 3

Permit: NC0004405 Owner- Facility: Cliffside Sanitary District WVVTP
Inspection Date: 05/20/2010 Inspection Type: Technical Assistance
Operations & Maintenance Yes No NA NE
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■ ❑ ❑ El
Judge, and other that are applicable?
Comment:
e
Page # 4

A A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
Water Quality Regional Operations
Asheville Regional Office
November 25, 2013
Mr. Barry Jones
Board of Directors, Chairman
Cliffside Sanitary District
PO Box 122
Cliffside, NC 28024
SUBJECT: Compliance Evaluation Inspection
Cliffside Sanitary District WWTP
Permit No: NC0004405
Rutherford County
Dear Mr. Jones:
Enclosed-please-find-a_copy-of-the-Compliance-E-valuation-Inspection-conducted-on -
November 21, 2013.
The NPDES permit expired in July 2013. Please continue to operate'under this permit, until
a new permit is issued. The current system is probably not be capable of meeting concentration
based limits, as should be reflected in the next NPDES permitting cycle for this system. As noted
in previous inspection reports, this plant is showing its age. As the facility is. nearing the age of its
life expectancy, an evaluation should be conducted to determine if rehabilitation or replacement of
the facility would be the better course of action.
Please refer to the, enclosed inspection report for additional observations and comments. If
you or your staff should have any questions, please call me at 828-296-4500 extension 4662.
Sincerely,
Wanda Frazier
Environmental Specialist
Enclosure
cc: Michael Franklin Gibert, ORC
Central Files
;euille>rFlles�.
G:\WQ\SWP\Rutherford\Wastewater\Municipal\Cliffside Sanitary District WWTP 04405\CEI. 11-21-13.doc
Water Quality Regional Operations — Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone:[phone] FAX: [phone]
Internet: http://portal.ncdenr.orgtweblwq
An Equal Opportunity \ Affirmative Action Employer

United States Environmental Protection Agency
J
Form Approved.
Washington; D.C. 20460
EPA
OMB No. 2040-0057
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCs)
Transaction Code NPDES yr/mo/day Inspection'Type Inspector Fac Type
I 201 I
1 INI 2 s I 31 NC0004405 111 121 13/11/21 117 18I C I 19I C L_
L-
Remarks
21111111111111111111111111111111111111111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA----------Reserved
671 1.0 169 70 L 71 IU 72 I N I 73 LU 74 751 I I I. I I I 180
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
11:20 AM 13/11/21
08/10/01
Cliffside Sanitary District WWTP
Exit Time/Date
Permit Expiration Date
3400 Hwy 221-A
Cliffside NC 28024
12:20 PM 13/11/21
13/07/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Michael Franklin Gibert/ORC/828-657-9180/
Name,_Addr_ess of Responsible_Offi-cial/Ttle/P_hone_and_EaxNumben—________—_-___`_
Contacted
Michael Franklin Gibert,376 Aqua Dr Forest City NC 28043//828-657-9180/ No—
-
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations & Maintenance E Records/Reports Facility Site Review
Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Wanda P Frazier ARO WQ//828-296-4500 Ext.4662/
Q / Vor. �5),;�oI3
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
L_ _* ��/_XY/-T
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type (cont.) 1
3I NC0004405 I11 12I 13/11/21 117 18I ^I
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Cliffside Sanitary District WWTP (minor municipal - formerly: Cone Mills Cliffside)
WWTP class: III
WWTP type: Tiered permit: 0.05 MGD and 1.75 MGD extended aeration WWTP with:
influent pump station with 100 KW diesel Generac emergency generator;
manual bar screen;
grit chamber;
7.7 Mgal aerated lagoon (16 ft deep) with six 10 HP floating mechanical aerators (five on timers
and one on manual operated continuously), operating as a partially mixed facultative
lagoon;
dual 70 ft dia circular secondary clarifiers (one in service);
three RAS (return activated sludge) pumps;
polymer addition and flocculation tank (not in service);
three aqua disc filters (not in service);
batch tank calcium hypochlorite tablet chlorination;
chlorine contact chamber;
post aeration tank with 20 HP floating mixer & 10 HP floating mechanical aerator;
batch tank sodium sulfite tablet dechlorination;
ISCO 3710 FIR refrigerated composite sampler;
30 degree v-notch weir;
ISCO 4210 ultrasonic flow meter; and
--dual-0:5-Mgal-aerobic-digestors-with--floating-mechanical-aerators-(not-in-service).— - - - - - - - - -
Annual Ave. Flow: 0.0314 MGD (3 year average during 10/2008-10/2012)
Previous Inspections (CEI/CSI/BCl/Technical Assistance):
11-21-2013 CEI
9-11-2012 CEI & Bioassay
5-20-2010 TA
1-13-2009 CEI follow-up
4-13-2006 CEI follow-up
10-10-2005 CEI other
Collection System: WQCSD0287
Development: There are only 70 homes, 2 schools and 1 industry contributing flow to this system.
Industry: Abercrombie uses about 10,000 gpd of process water for weaving dobby and jacquard fabrics for
upholstery, wallcovering and drapery. This weaving facility offers state-of-the-art jacquard
weaving and design. Abercrombie Textiles owns one of the nation's largest textile art
Page # 2

Permit: NC0004405
Owner - Facility: Cliffsid' .a 'Jtary District WWTP
Inspection Date: 11/21/2013
Inspection Type: Compliance Evaluation
collections with textiles that date back to the 1800's. They are located at: 3400 Hwy 221A,
Cliffside, NC 28024. T [phone] F [phone]
Sludge Management: WQ0002379 Land Application of Residuals (503) permit. The last sludge application
was in 2005. Previous CEls: 9-12-13; 11-15-12; 12-29-11; 11-4-10; 8-12-10; 10,-23-08; 12-8-07;
5-5-06; and 6-24-05.
WWTP location:
file listed as: 136 Hawkins Loop Road; Cliffside, NC 28024
actual GPS location: 100 Windsor Drive; Cliffside, NC. 28024 .
Responsible official: Barry W. Jones
Responsible official's title: Chairman, Board of Directors, Cliffside Sanitary District
Mailing address: PO Box 122; Cliffside, NC 28024
Phone numbers:
828-657-9180 Barry Jones - Chairman, BOD (Linda Jenkins — Finance Director: billing)
828-657-9180 Mike Gibert — ORC
828-247-4495 David Odum, P.E.; Env Consultant
Operator information:
WWTP ORC: Michael F. Gibert; WW IV Cert. # 12960
WWTP back-up ORC(s): Buren R. Bailey; WW IV Cert. # 16851
Permit information:
Effective: 8-26-08
Expiration date: 7-31-13
Renewal rcvd: 2-4-13
Reviewer: Agyeman Adu-Poku
Permit renewal (2013) notes:
The current permit has 2 tiers' 0.05 and 1.75 MGD. For economic reasons, the permittee is
requesting the next permit cycle have 2 tiers: 0.500 MGD and 0.999 MGD.
The WWTP system is currently being operated as an aerated lagoon. The current operation would
only be moderately successful, should the NPDES permit be changed to concentration -based limits,
rather than the current mass balance -based limits.
Suggestions for retrofit are to take the current lagoon system and divide it into 3 separate
cells, with improved aeration and mixing in the first and second cells and leaving the third
cell quiescent, to allow for settling and with the potential for internal recycle of the -flow.
The system should also be modified to accept septage in a separate tank and fed in sparingly to
Page # 3

Permit: NC0004405 Owner - Facility: Cliffside unitaryDistrict WWTP
Inspection Date: 11/21/2013 Inspection Type: Compliance Evaluation
the lagoon. With the current configuration, adding septage directly to the lagoon creates shock
loads and creates grease balls and matting of solids that cause short-circuiting.
Unfortunately, since there are only 70 homes, 2 schools and 1 industry (Abercrombie 10,000 gpd
process water) contributing to the system, there are no funds available for improvements. The
WWTP is showing signs of deterioration due to age and lack of funds for maintenance.
Inspection Summary:
The flow meter was last calibrated on 10-21-2013.
Mr. Michael Gibert appears to be doing an excellent job properly operating the WWTP.
The effluent was clear and appeared to be in compliance with permit limits.
Page # 4

Permit: NC0004405 �—• `
' Inspection Date: 11/21/2013
I
Owner -Facility: Cliffsiae 8nitaryDistrict WWTP
Inspection Type: .Compliance Evaluation
Permit
Yes No
NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
■
n
n
n
Is the facility as described in the permit?
n
■
n
n
# Are there any special conditions for the permit?
n
■
n
n
Is access to the plant site restricted to the general public?
■
n
n
n
Is the inspector granted access -to all areas for inspection? ..-U n n
Comment: See attached description.
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ n n n
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■ n n . n
Judge, and other that are applicable?
Comment:
Bar Screens Yes No NA NE
Type of bar screen
a.Manual
b.Mechanical
Are the bars adequately screening debris?
Is the screen free of excessive debris?
Is disposal of screening in compliance?
Is the unit in good condition?
Comment:
Aeration Basins
Mode of operation
Type of aeration system
Is the basin free of dead spots?
Are surface aerators and mixers operational?
Are the diffusers operational?
Is the foam the proper color for the treatment process?
Does the foam cover less than 25% of the basin's surface?
Is the DO level acceptable?
Is the DO level acceptable?(1.0 to 3.0 mg/1)
■
n
■ n n n
■nnn
■ n n n
■nnn
Yes No NA NE
Ext. Air
Surface
nnn
■nnn
nn■o
■nnn
■nnn
n
n
n
nn■n
Page # 5

Permit: NC0004405
Inspection Date: 11/21/2013
Aeration Basins
Comment: One aerator is out of service.
Secondary Clarifier
Is the clarifier free of black and odorous wastewater?
r '
Owner - Facility: Cliffside sanitary District WWTP
Inspection Type: Compliance Evaluation
Yes No NA NE
Yes No NA NE
■nnn
Is the site free of excessive buildup of solids in center well of circular clarifier? ■ n n n
Are weirs level?
Is the site free of weir blockage?
Is the site free of evidence of short-circuiting?
Is scum removal adequate?
Is the site free of excessive floating sludge?
Is the drive unit operational?
n■nn
■nnn
■nnn
■nnn
■nnn
■nnn
Is the return rate acceptable (low turbulence)? ■ n n n
Is the overflow clear of excessive solids/pin floc? ■ n n n
Is the sludge blanket level acceptable? (Approximately'/ of the sidewall depth) ■ n n n
Comment: Weirs are unlevel, but there is no short-circuiting, due to extremely low
flows.
Disinfection -Tablet Yes No NA NE
Are tablet chlorinators operational? ■ n n n
Are the tablets the proper size and type? ■ n n n
Number of tubes in use?
Is the level of chlorine residual acceptable? ■ n n n
Is the contact chamber free of growth, or sludge buildup? ■ n n n
Is there chlorine residual prior to de -chlorination? ■ n n n
Comment: Batch tank tablet chlorination
De -chlorination
Yes No
NA
NE
Type of system ?
Tablet
Is the feed ratio proportional to chlorine amount (1 to 1)?
n In
■
n
Is storage appropriate for cylinders?
n n
■
n
# Is de -chlorination substance stored away from chlorine containers?
o o
■
o
Comment:
Are the tablets the proper size and type?
■ n
n
n
Page # 6

Permit: NC0004405
Inspection Date: 11/21/2013
De -chlorination
Are tablet de -chlorinators operational?
Number of tubes in use?
Comment: Batch tank tablet dechlorination.
Owner -Facility: Cliffside 5 nitary District WWTP
Inspection Type: Compliance Evaluation
Yes No NA NE
■nrC1n
Page # 7

LA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor Director
October 2, 2012
Greg Blake ---> ��fSc��G� �e �s��� : Sqf"-y'Tm/o11---5) Cliffside Sanitary District PO GX 1A
PO Box 427
Cliffside NC 28024
Dear Mr. Blake:
FY- E C'
Dee Freeman
Secretary
SUBJECT: Bioassay Compliance Inspection
Cliffside Sanitary District WWTP
Permit No: NC0004405
Rutherford County
Enclosed please find a copy of the Bioassay Compliance Inspection conducted on
September 11, 2012. The test using these samples resulted in a pass. No violations of
permit requirements or applicable regulations were observed during this inspection.
Please refer to the enclosed inspection report for additional observations and
comments. If you or your staff have any questions, please call me at 828-2967-4500.
Sincerely,
Jeff Menzel
Environmental Specialist
Enclosure
cc: Michael Franklin Gibert, ORC
Central Files
e _she lulu e_Fr I s3
SURFACE WATER PROTECTION —ASHEVILLE REGIONAL OFFICE
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778 NorthCarolina
Phone: [phone]FAX: [phone] a'a�urg�/�
Internet: www.ncwaterauality.org �/v `
S:\SWP\Rutherford\Wastewater\ unicipal\Cliffside SD WWTP 04405\13CI 2012.docx

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compluanne InspPrAmon Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 INI 2 15 I 31 NC0004405 111 121 12/09/1, 117 18I B I 19I S I 20 I
Remarks
21IIIIIIIIIIII I I I I I I I I I I I I IIIIIIIIIIIIIIIIIIIIIII6
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 CIA --------Reserved— ---
67I 169 70121 711 I 72I N I 73 LU 74 751 I I I. I I I 180
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
Cliffside Sanitary District WWTP
09:15 AM 12/09/11
08/10/01
Exit Time/Date
Permit Expiration Date
3400 Hwy 221-A
Cliffside NC 28024
10:15 AM 12/09/11
13/07/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Michael Franklin Gibert/ORC/828-657-9180/
Name, Address of Responsible Official/Title/Phone and Fax Number
to
/�� Contacted
Greg Blake,PO Box 427 Cliffside NC 28024//828 657-7011! 1 T No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Facility Site Review
Section D: Summary of Finding/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector( Agency/Office/Phone and Fax Numbers Date
Jeff Menzel ARO WQ//828-296-4500/
64
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NC0004405 111 12I 12/09/11 117 18I BI
(cont.) 1
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
The aquatic toxicity test using grab samples of effluent discharged from Cliffside Sanitary District WWTP
has been completed. Cliffside Sanitary District WWTP has an effluent discharge permitted at 1.75 MGD
entering the Broad River (7Q10 of 62.10 CFS). Whole effluent samples were collected on September 11
and September 13 by Jeff Menzel for use in a chronic Ceriodaphnia dubia pass -fail toxicity test. The test
using these samples resulted in a pass. Toxicity test information follows.
Test Type 3 Brood Ceriodaphnia dubia pass -fail toxicity test
Test Concentrations 4.2%
Test Results Pass
Control Survival 100%
Control Mean Reproduction 21.0 neonates
Test Treatment Survival 100%
Treatment Mean Reproduction 28.8 neonates
First sample pH 7.25 SU
First sample Conductivity 700 micromhos/cm
First sample TRC <0.10 mg/L
Second Sample pH 7.22 SU
Second sample Conductivity 776 micromhos/cm
Second sample TRC <0.10 mg/L
Test results for the above samples indicate that the effluent would not be predicted to have water quality
impacts on receiving water.
Page # 2

t;
A
93 I ® 1
To:
Division of -Waiter Quality
September,25; 2012
Chuck Cranford
Surface Water. Protection; ARO
Through:. Cindy, A. Moore
Supervisor, Aquatic Toxicology. Unit
,From. Carol Hollenkamp C �,
Quality Assurance Officer',,Aquatic,Toxicologyjnit
Subject: Whole. effluent toxicity test results '
Cliffside:SanitaryDistrict WWTP
NPDES Permit # NC0004405/09I.:
:. Rutherford County
The aquatic toxicity :test. using 24-hour coimposrte sai iles; -of effluent discharged from Cliffside Sanitary
District WWTP has been completed. Cliffside Sanita& District WWTP l as an effluent discharge: permitted
that is .1.75 million gallons per day (MGD) entering the Second Broad River (7Q1.0 of 62.10 CFS). Whole
effluent samples were collected on September 11 and September 13 by Jeff Menzel for use in a chronic
Ceriodaphnia dubia pass -fail toxicity test. The test using these samples resulted in. a pass. Toxicity test,
information follows.
Test Type
3-Brood:CeriodaphWa dubia chroniepass/fail
TestConcentrations
A. 2%
'Test Result
Pass . .
Control'Survival.
100% 1 . .
Control Mean Reproduction
21.0 neonates
Test Treatment Survival
100%%,
Treatment Mean Reproduction
28 8 neonates
First Sample pH
7.25 SU
First Sample Conductivity
700 micromhos/.cm
First Sample Total Residual Chlorine
<0.10 mg%L
Second Sample pH
7.22.SIJ
Second Sample Conductivity
776incromhos/cm
Second -'Sample Total :Residual 'Chlorine
Test results for the�'above, samples indicate that theeffluent�Would not be predicted to have water quality
.impacts-on receiv>3ngi water: Please contact us
if you live ariy'questions or'if further effluent toxicity
ri opitorii g rs desired We n ay be reached a(.919) 743 $401', .
Basin; BRD02
cc:. Central Files
Jeff Menzel, ARO
Aquatic. Tozrcology Unit` i Environmental'Sciences Section

CLIFL,27DE SANITARY DIS7e_-1CT
P.0 Box 122
CLIFFSIDE, NC 28024
12-30-2013
TO WHOM IT MAY CONCERN:
The purpose of this letter is to explain the recent NOV-2013-LV-0592 for effluent flow
discharge dated October 10, 2013 and to provide you with the current status of the
Cliffside Sanitary District NPDES permit # NC0004405.. Our current NPDES permit. has
two tiers based on flow -from 0.0.50 MGD to 1.75 MGD and it explains that should the
annual average flow reach 80% of 0.050 MGD the District shall meet the monitoring
requirements in A. (2) of the permit. The annual average flow will exceed the flow
requirements for 2013 due to inflow and infiltration from the increased rainfall during
the year. The District will begin the increased monitoring requirements in A (2) of our
permit effective January 2014.
The Cliffside Sanitary District NPDES discharge permit expired July 31, 2013 and we
continue to operate under the current. permit until a new permit is issued. The District
has requested an increase in the first tier flow limit to 0.500 MGD in the.permit renewal
cover letter dated January 29, 2013. Also the District has conducted smoke testing of
the sewer mains to address the inflow'and infiltration issues and will be making repairs
in the first quarter of 2014.
Sincerely,
Michael F. Gibert
ORC
Cliffside Sanitary District
828-657-9180

,'I
NCDENR
North Carolina Department of Environment and Natural Resources,
Pat McCrory
Governor
Donald R. van der Vaart
May 22, 2015
Mr. Barry W. Jones
Cliffside Sanitary District
P.O. Box 122
Cliffside, North Carolina 28024
Subject: NOTICE OF VIOLATION
NOV-2016-MV-0073
Permit No. NC0004405
Cliffside Sanitary District WWTP
Rutherford County
Dear Mr. Jones:.
Secretary
A review of Cliffside Sanitary District WWTP's monitoring report for January 2015 showed the
following violations: +'
Parameter
Date
Measuring Frequency
Violation
TRC
Week ending 01/31/2015
2 X /Week
Failure to Monitor
TRC
Week ending 01/31/2015
2 X /Week
Failure to Monitor
It was also noted that the Compliance box on the back of the DMR-was marked "Compliant" when in
fact it should have been marked "Non -Compliant" with,'
an explanation for the non-compliance. If the above
parameter was left off inadvertently, please send an amended DMR within 10 business days of receipt
of this letter to Raleigh at the address found on the front page of your DMR and also a copy to this
office.
Remedial actions should be taken to correct this problem. The Division of Water Resources may
pursue enforcement action for this and any additional violations of State law. If you should have any
questions, please do not hesitate to contact Janet Cantwell or me at 828/296-4600.
J
cc: WQWQ�REF il—es
MSC 1617-Central Files -Basement
Michael Gibert/ ORC
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations, NCDENR
Asheville Regional Office
G:1WR\WQ1RutherfordlWastewaterNunicipal\Cliffside Sanitary District WWTP 044051NOV-2015•MV-0073.doc
Water Quality Regional Operations —Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] Fax: [phone]
Internet: hdp://portal.ncdenr.org/web/wq
An Equal Opportunity/ Affirmative Action Employer

4
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Barry W. Jones -
-Cliffs.ide Sanitary District
P.O. Box 122
Cliffside, North Carolina 28024
Dear Mr. Jones:
March 20, 2015
T , ut",
7L
Donald R. van der Vaart
Secretary
Subject: NOTICE OF VIOLATION
NOV-2016-LV-0178
Permit No. NC0004405
Cliffside Sanitary District WWTP
Rutherford County
A review of Cliffside Sanitary District WWTP's monitoring report for November 2014 showed the
following violation:
Parameter
Date
Limit Value
Reported Value
Limit Type
BOD, 5-Day (20 Deg. C) -
Quantity Daily
11/24/2014
225.20 Ibs/day
255.40 Ibs/day
Daily Maximum
Exceeded
Remedial actions, if not already implemented, should be taken to correct any problem. Since the
comments section on the reverse of the relevant DMR provided an adequate explanation for the subject
violation, A is not requested that a response be submitted.
The Division of Water Resources may pursue enforcement action for this and any additional violations
of State law. If you should have any questions, please do not hesitate to contact Janet Cantwell or me
at 828/296-4500.
Sincerely,
'�S
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations, NCDENR
Asheville Regional Office
cc' WQ!.Asf evill6-Files,.
MSC 1617-Central Files -Basement
Michael Gibert/ ORC
G:\WR\WQ\Rutherford\WastewatertMunicipal\Cliffside Sanitary District WWTP 04405\NOV-2015-LV-0178.doc
Water Quality Regional Operations —Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] Fax: [phone]
Internet: http://portal.ncdenr.org/web/wq
An Equal Opportunity/ Affirmative Action Employer

T
A 1/ F
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Pat McCrory
Governor
Mr. Barry W. Jones
Cliffside Sanitary District
P.O. Box 122
Cliffside, North Carolina 28024
Dear Mr. Jones:
Water Quality Programs
Thomas A. Reeder
Director
October 10, 2013
John E. Skvarla, III
Secretary
Subject: NOTICE OF VIOLATION
NOV-2013-LV-0692
Permit No. NC0004405
Cliffside Sanitary District WWTP
Rutherford County
A review of Cliffside Sanitary District WWTP's monitoring report for May 2013 showed the following
violation:
Parameter
Date
Limit Value
Reported Value
Limit Type
Flow, in conduit or thru
05/31/2013
0.05 mgd
0.092 mgd
Monthly
treatment plant
Average
Exceeded
It was also noted that the Compliance box on the back of the DMR was marked "Compliant" when in
fact it should have been marked "Non -Compliant" with an explanation for the non-compliance.
Remedial actions, if not already implemented, should be taken to correct any problem. The Division of
Water Resources may pursue enforcement action for this and any additional violations of State law. If you
should have any questions, please do not hesitate to contact Janet Cantwell or me at 8281296-4600.
Sincerely,
G. Land Davidson, P.G.
1 - Regional Supervisor
_ Water Quality Section
evrlle4File,§
WQ Central Files
Michael Gibert/ ORC
G:\WQ\SWP\Rutherford\WastewaterWlunicipal\Cliffside SD WWTP 04405\NOV-2013-LV-0592.doc
WATER QUALITY SECTION
North Carolina Division of Water Resources — Asheville Regional Office Phone [phone] FAX [phone] Internet: h2o.enr.state.nc.us
2090 U.S. Highway 70, Swannanoa, N.C. 28778 An Equal Opportunity/ Affirmative Action Employer

a
Barry W Jones
Cliffside Sanitary District
PO Box 122
Cliffside, NC 28024
SUBJECT: NOTICE OF DEFICIENCY
Tracking Number: NOD-2016-LV=0028
Permit No. NC0004405
Cliffside Sanitary District WWTP
Rutherford County
e
Dear Permittee:
A review of the November 2015 Discharge Monitoring Report (DMR) for the subject facility revealed the
deficiency(s)' indicated below:
Limit Exceedance Deficiency(s):
Sample Limit Reported
Location Parameter Date Value Value Type of Deficiency,
0.01 Ef .uent Solids, Total Suspended - 11/28/2015 187.5 261.1 Weekly Average Exceeded
Quantity Daily (QD530)
Please be aware that non-compliance with your permit could result in enforcement action by the Division of.
Water Resources for these and any additional violations of State law. The Asheville Regional Office encourages
you to take all necessary actions to bring your facility into compliance.
State of North Carolina I Environmental Quality I Water Resources
2090 U.S. 70 Highway, Swannanoa, NC 28778
' 828-2964500

a
If you should need any assistance or would like to discuss this non-compliance situation, please contact Janet
Cantwell of the Asheville Regional Office at 828-296-4500.
Sincerely,
0
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
Cc: CWQS-Asheville=RegionalOffce---'Enforcement-File—
NPDES Compliance/Enforcement Unit - Enforcement File
Michael Gibert/ Cliffside Sanitary District/ ORC
Q:\`NR\WQ\Rutherford\Wastewater\Municipal\Cliffside Sanitary District WWTP 04405\NOD-2016-LV-0028.rtf

�z
f`�,'L_ac k g r o -un d
Mid -American Dairy (Mid -Am) is one of the largest Dairy
Co-ops in the Midwestern United States. Mid -Am has been
in operation for more than 75 years in Winthrop, Minnesota
and processes milk and milk products. An oxidation ditch
extended air treatment system with a clarifier was built about
18 years ago to treat the wastewater. The aeration was
provided by (2) 30HP brush rotor aerators. But by 1985,
Mid -Am realized that the treatment system was overloaded
and inadequate. Mid -Am upgraded their system with (2)
30HP floating aspirating aerators. However, it was evident
that adding aeration alone did not alleviate overloading
during peak flow
conditions.
Mid -Am normally
generates 20 to 60
thousand gallons of
process water per
day, with ' the peak
flow exceeding
110,000 gpd. The
Biochemical Oxygen.
Demand (BOD)
loading ranges from
850 to 4200 mg/l.
Total Suspended
Solids (TSS) range
from 532 to 1900
mg/1 and fat loadings
range from 76 to
1370 mg/l. Though
the oxidation ditch
can handle the
normal loading rate,
it cannot handle the peak loadings.
Froblem
1. Systems overload
2. - Low dissolved oxygen
concentration
3. Odor problems
4. Unable to meet the dis-
charge limits
��,'olution
1. Remove the excess fat and
solids from the wastewater
before it reached the ditch.
2. Expand the existing oxida-
tion ditch
A Case Study;
Mid -American Dairy
Winthrop, Minnesota
3. Reduce plant production
Mid -Am contacted AEROMIX Systems from recommen-
dations. AEROMIX suggested installing (1) 2HP
ZEPHYR Induced Air Flotation System to remove a
portion of the fats and
solids from the
process water before
it reached the ditch.
The ZEPHYR was
installed in a 10'x6'
tank with a 6' water
depth and a top
skimmer. All process
water was now fed to
the ditch through this
tank.
The ZEPHYR System
has been in operation at
Mid -Am since August
1992. According to the
plant superintendent,
"After installing the ZEPHYR, we discontinued the operation
of the (2) 30HP surface aerators because of the 2HP Air
Flotation System removes more than 20 to 35% of the total
BOD loaded to the ditch system.
1. Energy and cost savings;
With- the 2HP ZEPHYR, the
company saved 60HP worth
of energy.
2. Excellent and consistent
removal rate
3. Simple modular design
4. Low maintenance cost
5. Low capital cost
5. High reliability
AEROMIX Systems, Inc., 7135 Madison'Avenue West. • Mimreapolis, MN • 55427 • Phone: [phone] • [phone] • Far: [phone]

County: RUTHERFORD Sample ID: AB58756
r
River Basin OF NtaF/� PO Number # ARO
Report To AROSP �O? QG Date Received: 05/20/2010
o�• > � Time Received: 15:45
Collector. D PRICE p Labworks LoginlD KJIMISON
Region: ARO
Report Generated: 6/9/10 -
Sample Matrix: WASTEWATER
Date Reported: 06/09/2010
Loc. Type: EFFLUENT
Emergency Yes/No VlsltlD
COG Yes/No
Loc. Descr.: CLIFFSIDE SANITARY DISTRICT WWTP
Location ID: NC0004405 Collect Date: 05120/2010 Collect Time: 08:30 Sample Depth :.
CAS # Analyte Name PQL Result( Units Method Analysis Validated by
Qualifier Reference Date
Others
Sample temperature at receipt by lab 32.7 `C 5/20/10 SMATHIS
BOD, 5-Day in liquid 2 109 mg/L APHA5210B 5/21/10 CGREEN
Residue —Suspended In liquid 6.2 104 mg/L APHA25400-20th 5126/10 CGREEN
Alkalinity to pH 4.5 of liquid _TITLE_ mg/L as CaCO3' APHA2320B-20th 5128110 CGREEN
Alkalinity4.5 280 mg/L as CaCO3 APHA2320B-20th 5/28/10 CGREEN
Alkalinity8.3 1 U mg/L as CaCO3 APHA2320B-20th 5/28/10 CGREEN
Bicarbonate 280 mg/L as CaCO3 APHA2320B-20th 5/28/10 CGREEN
Carbonate 1 U mg/L as CaCO3 APHA2320B-20th 5/28/10 CGREEN
pH Alkalinity 7.4 mg/L as CaCO3 APHA2320B-20th 5/28/10 CGREEN
­V• s FiYiit:7 F,
Sample Comments, ,. v - x: _ ,4=:}` . •Ms> —..
OMPOSITE SAMPLE
s.1. L:-3 1
WATEREr OVAL 01
ASHEVILLE `�� :s.
r.i .
Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone]
For a detailed description of the qualifier codes refer to LitP;lperfal,ncneitr.�� aebNi2ablstaNntojlechassist#Data Oualirier Cndes <httn:NGortalncdenr_oDr Meil", Aabfstaffnfoilechassisb
Page 1 of 1

4
County:
RUTHERFORD
River Basin
Report To
AROSP
Collector:
D PRICE
Region:
ARO
Sample Matrix:
WASTEWATER
Loc. Type:
EFFLUENT
Emergency Yes/No VisitlD
COC Yes/No
l ahorutory .S'ection
Results
Sample ID:
AB58755
pF WA
> I-
O
PO Number #
Date Received:
Time Received:
Labworks LoginlD
ARO
0512012010, /
15:45
KJIMISON
Report Generated:
6/9/10
Date Reported:
06/09/2010
Loc. Descr.: CLIFFSIDE SANITARY DISTRICT WWTP
Location ID: NC0004405 Collect Date: 05120/2010 Collect Time: 08:30 Sample Depth
CAS # AnalVte Name PQL Result/ Units Method Analysis Validated by
Qualifier Reference Date
Others
Sample temperature at receipt by lab
2.7
°C
5/20/10
SMATHIS
BOD, 5-Day in liquid
2
115
mg/L APHA5210B
5/21/10
CGREEN
COliform, MF Fecal in liquid
1
520
CFU/100ml APHA9222D-20th
5/20/10
CGREEN
Residue —Suspended In liquid 6.2 102 mg/L APHA2540D-20th 5/26/10 CGREEN
Alkalinity to pH 4.5 of liquid
_TITLE_ mg/L as CaCC3 APHA2320B-20th
5128/10
CGREEN
Alkalinity4.5
290 mg/L as CaCC3 APHA2320B-20th
5128/10
CGREEN
Alkalinity8.3
1 U mg/L as CaCO3 APHA2320B-20th
5128/10
CGREEN
Bicarbonate
290 mg/L as CaCO3 APHA232013-20th
5/28/10
CGREEN
Carbonate 1 U mg/L as CaCO3 APHA232013-20th 5/28/10 CGREEN
pH Alkalinity 7.5 mg/L as CaCO3 APHA2320B-20th 5/28/10 CGREEN
Sample Comments
FECAL COLIFORM SAMPLES AT 11:00 AM.
3RAB SAMPLE
i' ^-e-ier:crna'.ryw:+i bl�u 'uy�n"'fiyrG:i+f:;iYavS.'tiiw+i�»:w%iriivib✓M,ai:s'�r
3
j
JUN 1 4 2010 i
^s
WATER QUALITY SECTION ;?
ASHEVILLF_ REGIONAL OFFICE
Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone]
Fora detailed description ofthe qualifier codes referto [n lmf 151.nrAenr.nrcLvehAvnllablstafrinfOltechassfstltna� Qualifier Codes <htto:#�rlal nutenr.ovilNw . 4vo!! Mt taffinfchechassist>
Page 1 of 1

County:
RUTHERFORD
Sample ID:
AB58757 `
River Basin
=pFWAT RQ
PO Number#
ARID
Report To
AROSP
r
Date Received:
05/20/2010
_f
Time Received:
15:45
Collector:
D PRICE
p C
Labworks LoginlD
KJIMISON
Region:
ARO
Report Generated:
6/9/10
Sample Matrix:
WASTEWATER
Date Reported:
06/09/2010
Loc. Type:
INFLUENT
Emergency Yes/No
VisitlD
COC Yes/No
-
Loc. Descr.: CLIFFSIDE SANITARY DISTRICT WWTP
Location ID:
NC0004405
Collect Date: 05120/2010
Collect Time: 08:30
Sample Depth
CAS # AnalYte Name PQL
Others
Sample temperature at receipt by lab
Result/
Qualifier
2.7
Units Method
Reference
°C
Anal sis
Date
5/20/10
Validated by
SMATHIS
BOD, 5-Day in liquid 2
71
rrg/L APHA5210B
5/21/10
CGREEN
Residue —Suspended In liquid 6.2
18
mg/L APHA2540D-20th
5/26/10
CGREEN
Alkalinity to pH 4.5 of liquid
_TITLE_
mg/L as CaCC3 APHA2320B-20th
5/28/10
CGREEN
Alkallnity4.5
110
mg/L as CaCO3 APHA2320B-20th
5/28/10
CGREEN
Alkalinity8.3
1 U
mg/L as CaCO3 APHA2320B-20th
5/28/10
CGREEN
Bicarbonate
110
mg/L as CaCO3 APHA2320B-20th
5/28/10
CGREEN
Carbonate
1 U
mg/L as CaCC3 APHA2320B-20th
5/28110
CGREEN
pH Alkalinity
7.0
mg/L as CaCC3 APHA232013-20th -
5/28/10
CGREEN
�s
t
4 2010 y
I
OURAt-IV SECTION
WATER GIONALOFFICE
p,SNEVILLE E -�
Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone]
Fora detailed description ofthe qualirrier codes refer to hKW.!lnortaLncdnrnerc�:Wahhigflab_slahin'oJtechassist#Data Qual_rier Codes <httn:GGortal.ncdettr.omN:eb:\• atksstaKnfoltecha=sish
Page 1 of 1

County:
RUTHERFORD
Sample ID:
AB58758
River Basin
OF \f1 ATfiR
QG
PO Number #
ARO
Report To
AROSP
O=
Date Received:
05120/2010
lo�1Gl��
C
Time Received:
15:45 7�4
Collector.
D PRICE
C3 Y
Labworks LoginlD
KJIMISON
Region:
ARID
Report Generated:
6/9/10
Sample Matrix:
WASTEWATER
Date Reported: -
06/09/2010
Loc. Type:
Emergency Yes/No
VisitlD
COC Yes/No
Loc. Descr.: CLIFFSIDE SANITARY DISTRICT WWTP
Location ID:
NC0004405
Collect Date: 05/20/2010
Collect Time: 08:30
Sample Depth
CAS # Analyte Name PQL
Result/
Units Method
Analysis
Validated by
Qualifier
Reference
Date
Others
Sample temperature at receipt by lab
2.7
°C
5/20/10
SMATHIS
BOD, 5-Day in liquid 2
118
mg/L APHA5210B
5/21/10
CGREEN
Residue —Suspended In liquid 6.2
240
mg/L APHA2540D-20th
5/26110
CGREEN
Alkalinity to pH 4.5 of liquid
_TITLE_
mg/L as CaCO3 APHA2320B-20th
5/28/10
CGREEN
Alkalinity4.5
310
mg/L as CaCO3 APHA232013-20th
5/28/10
CGREEN
Alkalinity8.3
1 U
mg/L as CaCO3 APHA232013-20th
5128/10
CGREEN
Bicarbonate
310
mg/L as CaCO3 APHA23208-20th
5/28110
CGREEN
Carbonate
1 U
mg/L as CaCO3 APHA2320B-20th
5/28/10
CGREEN
pH Alkalinity
7.3
mg/L as CaCO3 APHA232013-20th
5/28/10
CGREEN
TION BASIN ENTRY POINT #1
Sample Comments
L of wF-Elµ ..rfS..Uv'nfr£t±F
.j
U Ll J U N 1 4 2010
, z
WATER QUALITY SECTION
r. ASHEVILLE REGIONAL OFFICE
Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623. [phone]
For a detailed description of the qualifier codes refer to nfln!/ocrtaLncdenr.nmlvahM:nrlah!stahin(oltechassist#Data ouaffier Coles '1,11n7/icortal nrafenr orgmetaYro^aWstaffnfoitechassicl>
Page 1 of 1

-VC- (DWO Laboratory Sect' Resuris
County:
RUTHERFORD
Sample ID:
AB58759
River Basin
=OF NlATR
PO Number#
ARO
Report To
AROSP
O
r
Date Received:
Time Received:
0512012010
15:45
Collector:
D PRICE
~
•
Labworks LoginlD
71
KJIMISON / !
Region:
ARO
Report Generated:
619/10
Sample Matrix:
WASTEWATER
Date Reported:
06/09l2010
Loc. Type,
Emergency Yes/No
VisitlD
CDC Yes/No
Loc. Descr.: CLIFFSIDE SANITARY DISTRICT WWTP
Location ID:
NC0004405
Collect Date: 05120/2010
Collect Time: 08:30
Sample Depth
CAS # Analyte Name PQL
Result/
Method
Units
Analysis
Validated by
Qualifier
Reference
Date
Others
Sample temperature at receipt by lab
2.7
°C
6/20/10
SMATHIS
BOD, 5-Day in liquid 2
161
mg/L APHA5210B
5/21/10
CGREEN
Residue —Suspended in liquid 6.2
208
mg/L APHA2540D-20th
5/26/10
CGREEN
Alkalinity to pH 4.5 of liquid
_TITLE_
mg/L as CaCO3 APHA2320B-20th
5/28/10
CGREEN
Alkalinity4.5
330
mg/L as CaCC3 APHA23206-20th
5/28/10
CGREEN
Alkalinity8.3
1 U
mg/L as CaCO3 APHA232013-20th
5/28/10
CGREEN
Bicarbonate
330
mg/L as CaCC3 APHA232013-20th
5/28110
CGREEN
Carbonate
1 U
mg/L as CaCO3 APHA2320B-20th
5128/10
CGREEN
pH Alkalinity
7.3
mg/L as CaCO3 APHA23206-20th
5/28110
CGREEN
.e.... i.AresfA'.sro.v)a:k:'rm.Hr..x
.•:FLJUiN
Laboratory Section» 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone]
For a detailed description of the qualifier codes refer to gpp-yncrtgi. rdenr.nraAveh�btq�hb:'slaKnbaerhasssHEDa!a Qu2lifier Ced.^s<pttnYirndaLnccfenr.ery.M+gh:4.n. ahf<faffinroiterhassist>
Page 1 of 1

PIC ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
June 8, 2010
BARRY W JONES
CLIFFSIDE SANITARY DISTRICT
PO BOX 122
CLIFFSIDE NC 28024
SUBJECT: Payment Acknowledgment .
Civil Penalty Assessment .
+eE�!N!mber:
'a star, DistrcTP
NC0004405
Case NumbertL�CT1Q10 31 .6'
Rutherford County
Dear Mr. Jones:
Dee Freeman
Secretary
This letter is to acknowledge receipt of check number 4248 in the amountf2`67:00 received from you dated
June 8, 2010. This payment satisfies in full the above civil assessment levied against the subject facility, and
this case has been closed. Payment of this penalty in no way -precludes future action by this Division for
additional violations of the applicable Statutes, Regulations, or Permits.
If you have any questions, please call Bob Guerra at 919-807-6387.
Sincerely,
11
cc: Central Files
�D��iQrAsheui�l�lesRre�,iona_ OT�f�ce Superviso
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 91M07-63001 FAX: [phone] Customer Service:1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity % Affirmative Action Employer
D. Weeden
G
3013301VNOIJ IH 3111A3HSV
N01103S Ainvnz) u31vAA
01T 0 Ivor
00 L _ LdJI
it One
Naturally

Q I FILE COPY
NCDENR
North Carolina Department of Environment and Natural Resources-
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
May 6, 2010
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7008 0150 0000 7472 9895
Mr. Barry W. Jones
Cliffside Sanitary District
P.O Box 122
Cliffside, North Carolina 28024
SUBJECT: Notice of Violation and Assessment of Civil Penalty
for Violations of North Carolina General Statute (G.S.) 143-215.1(a)(6)
and NPDES Permit NC0004405
Cliffside Sanitary District
Cliffside Sanitary_ District WWTP
Case No.VV=2'0100'136`S'=
Rutherford County
Dear Mr. Jones:
This letter transmits a Notice of Violation and assessment of civil penalty in the amount of $267.0;,0
($200.00 civil penalty + $67.00 enforcement costs) against Cliffside Sanitary District.
This assessment is based upon the following facts: a review has been conducted of the discharge
monitoring report (DMR) submitted by Cliffside Sanitary District for the month of December
2009. This review has shown the subject facility to be in violation of the discharge limitations
and/or monitoring requirements found in NPDES Permit NC0004405. The violations which
occurred in December 2009 are summarized in Attachment A to this letter.
Based upon the above facts, I conclude as a matter of law that Cliffside Sanitary District violated
the terms, conditions or requirements of NPDES Permit NC0004405 and G. S. 143-215.1(a)(6) in
the manner and extent shown in Attachment A. In accordance with the maximums established by
G.S. 143-215.6A(a)(2), a civil penalty may be assessed against any person who violates the terms,
conditions or requirements of a permit required by G.S. 143-215.1(a).
Based upon the above findings of fact and conclusions of law, and in accordance with authority
provided by the Secretary of the Department of Environment and Natural Resources and the
Director of the Division of Water Quality, I, Roger C. Edwards, Division of Water Quality
RegionalSupervisor for the Asheville Region, hereby make the following civil penalty assessment
against Cliffside Sanitary District:
Nose Carolina
Aawlallm
SURFACE WATER PROTECTION _ ASHEVILLE REGIONAL OFFICE
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778
Phone: [phone]\FAX: [phone]\Customer Service: 1-877-623-6748
Internet: www.ncwaterauality.oro Ir

2 of the 2 violations of G.S. 143-215.1(a)(6) and NPDES Permit No.
$200.00 NC00044059 by discharging waste water into the waters of the State
in violation of the Permit Daily Maximum limit for FEC COLI.
$200.00 TOTAL CIVIL PENALTY
$67.00 Enforcement Costs
$267.00 TOTAL AMOUNT DUE
Pursuant to G.S. 143-215.6A(c), in determining the amount of the penalty I have taken into
account the Findings of Fact and Conclusions of Law and the factors set forth at G.S. 14313-
282.1(b), which are:
(1) The degree and extent of harm to the natural resources of the State, to the public health, or
to private property resulting from the violation;
(2) The duration and gravity of the violation;
(3) The effect on ground or surface water quantity or quality or on air quality;
(4) The cost of rectifying the damage;
(5) The amount of money saved by noncompliance;
(6) Whether the violation was committed willfully or intentionally;
(7) The prior record of the violator in complying or failing to comply with programs over
which the Environmental Management Commission has regulatory authority; and
(8) The cost to the State of the enforcement procedures. . , - _ -
Within thirty days of receipt of this notice, you must do one of the following:
1. Submit payment of the penalty:
Payment should be made directly to the order of the Department of Environment and Natural
Resources (do not include waiver form). Payment of the penalty will not foreclose further
enforcement action for any continuing or new violation(s). Please submit payment to the
attention of:
Point Source Compliance/Enforcement Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
OR
2. Submit a written request for remission or mitigation including a detailed justification
for such request:
Please be aware that a request for remission is limited to consideration of the five factors listed
below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s)
occurred or the accuracy of any of the factual statements contained in the civil penalty
assessment document. Because a remission request forecloses the option of an administrative
hearing, such a request must be accompanied by a waiver of your right to an administrative
hearing and a stipulation and agreement that no factual or legal issues are in dispute. Please
prepare a detailed statement that establishes why you believe the civil penalty should be
remitted, and submit it to the Division of Water Quality at the address listed below. In

determining whether a remission request will be approved, the following factors shall be
considered:
(1) whether one or more of the civil penalty assessment factors in NCGS 14313-282.1(b)
was wrongfully applied to the detriment of the petitioner;
(2) whether the violator promptly abated continuing environmental damage resulting from
the violation;
(3) whether the violation was inadvertent or a result of an accident;
(4) whether the violator had been assessed civil penalties for any previous violations;- or
(5) whether payment of the civil penalty will prevent payment for the remaining necessary
remedial actions.
Please note that all evidence presented in support of your request for remission must be submitted
in writing. The Director of the Division of the Division of Water Quality will review your
evidence and inform you of his decision in the matter of your remission request. The response will
provide details regarding the case status, directions for payment, and provision for further appeal
of the penalty to the Environmental Management Commission's Committee on Civil Penalty
Remissions (Committee). Please be advised that the Committee cannot consider information that
was not part of the original remission request considered by the Director. Therefore, it is very
important that you prepare a complete and thorough statement in support of your request for
remission.
In order to request remission, you must complete and submit the enclosed "Request for Remission
of Civil Penalties, Waiver of Right to an Administrative Hearing, and Stipulation of Facts" form
within thirty (30) days of receipt of this notice. The Division of Water Quality also requests that
you complete and submit the enclosed "Justification for Remission Request." Both forms should
be submitted to the following address:
Point Source Compliance/Enforcement Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. File a petition for an administrative hearing with the Office of Administrative.
Hearings:
If you wish to contest any statement in the attached assessment document you must file a. petition
for an administrative hearing. You may obtain the petition form from the Office of Administrative
Hearings. You must file the petition with the Office of Administrative Hearings within thirty (30)
days of receipt of this notice. A petition is considered filed when it is received in the Office of
Administrative Hearings during normal office hours. The Office of Administrative Hearings
accepts filings Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m., except for
official state holidays. - The petition may be filed by facsimile (fax) or electronic mail by an
attached file (with restrictions) - provided the signed original, one (1) copy and a filing fee (if a
filing fee is required by NCGS § 15013-23.2) is received in the Office of Administrative Hearings
within seven (7) business days following the faxed or electronic transmission. You should contact
the Office of Administrative Hearings with all questions regarding the filing fee and/or the details
of the filing process. The mailing address and telephone and fax numbers for the Office of
Administrative Hearings are as follows:

Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
Tel: [phone]
Fax: [phone]
One (1) copy of the petition must also be served on DENR as follows:
Mary Penny Thompson, General Counsel
DENR
1601 Mail Service Center
Raleigh, NC 27699-1601
Failure to exercise one of the options above within thirty (30) days of receipt of this notice, as
evidenced by an internal date/time received stamp (not a postmark), will result in this matter being
referred to the Attorney General's Office for collection of the penalty through a civil action.
Please be advised that additional penalties may be assessed for violations that occur after the
review period `of this assessment. If you have any questions, please contact Janet Cantwell of
the Water Quality staff of the Asheville Regional Office at 828-296-4500.
Sincerely,
A
Roger C. Edwards, Regional Supervisor
Surface Water -Protection Section
Asheville Regional Office
ATTACHMENTS
�cc� DWQ: Asheuille.Files w/ attachments
DWQ Central Files w/ attachments
Bob Guerra/ DWQ Enforcement Files w/ attachments
S:4.s W PiRuthertbrd`Wastewater\klunicipaV0iffside SD WWTP 04405;1.V-2010-0136.doc

JUS`1-41CATION FOR REMISSION REQUEST
DWQ Case Number: LV-2010-0136 County: Rutherford
Assessed Party: Cliffside Sanitary District
Permit No.:. NC0004405 ' Amount Assessed $267.00
Please use this form when requesting remission of this civil penalty. You must also complete the
"Request For Remission, Wdiver of Right to an Administrative Hearing, and Stipulation of Facts"
form to request remission of this civil penalty. You should attach any documents that you believe
support your request and are necessary for the Director to consider in evaluating your request for
remission. Please be aware that a request for remission is limited to consideration of the five factors
listed below as they may relate to the reasonableness of the amount of the civil penalty assessed.
Requesting remission is not the proper procedure for contesting whether the violation(s) occurred or
the accuracy of any of the factual statements contained in the civil penalty assessment document.
Pursuant to N.C.G.S. §.143B-282.1(c), remission of a civil penalty may be granted only when one or
more of the following five factors applies. Please check each. factor that you believe applies. to your
case and provide a detailed explanation, including copies of supporting documents, as to why the
factor applies (attach additional pages as needed).
(a) one or more of the civil penalty assessment factors in N.C.G.S. 143B-282.1(b) were
wrongfully applied to the detriment of the petitioner (the assessment factors are listed in the civil
penalty assessment document);
(b) the violator promptly abated continuing environmental damage resulting from the
violation (i.e., explain the steps that you took to correct the violation and prevent future occurrences);
(c) the violation was inadvertent or a result of an accident (i.e., explain why the violation
was unavoidable or something you could not prevent or prepare for);
(d) the violator had not been assessed civil penalties for any previous violations;
_ (e) payment of the civil penalty will prevent payment for the remaining necessary remedial
actions (i. e., explain how payment of the civil penalty will prevent you from performing the activities
necessary to achieve compliance).
EXPLANATION:

STATE OF NORTH CAROLINA
COUNTY OF RUTHERFORD
IN THE MATTER OF ASSESSMENT
OF CIVIL PENALTIES AGAINST
CLIFFSIDE SANITARY DISTRICT
PERMIT NO. NC0004405
DEPARTNijfi�T OF ENVIRONMENT
AND NATURAL RESOURCES
WAIVER OF RIGHT TO AN
ADMINSTRATIVE HEARING AND
STIPULATION OF FACTS
FILE NO. LV-2010-0136-
Having been assessed civil penalties totaling $267.00 for violation(s) as set forth in the
assessment document of the Division of Water Quality dated May 6, 2010, the undersigned, desiring
to seek remission of the civil penalty, does hereby waive the right to an administrative hearing in the
above -stated matter and does stipulate that the facts are as alleged in the assessment document. The
undersigned further understands that all evidence presented in support of remission of this civil
penalty must be submitted to the director of the Division of Water Quality within thirty (30) days of
receipt of the notice of assessment. No new evidence in support of a remission request will be allowed
after (30) days from the receipt of the notice of assessment.
This the
day of
SIGNATURE
ADDRESS
TELEPHONE

ATTACHMENT A
Cliffside Sanitary District
CASE NUMBER: LV-2010-0136
PERMIT: NC0004405 • FACILITY: Cliffside Sanitary District WWTP COUNTY:, Rutherford REGION: Asheville
Limit Violations _
MONITORING OUTFALU VIOLATION . UNIT OF CALCULATED % OVER
PENALTY REPORT ' PPI LOCATION PARAMETER DATE FREQUENCY MEASURE LIMIT VALUE . LIMIT VIOLATION TYPE
$100.00 12-2009 001 Effluent FEC COLI 12/03/09 Weekly #/100ml 400 1,600 300.00 Daily Maximum Exceeded
$100.00 12-2009 001 Effluent FEC COLI 12/10/09 Weekly #/100ml 400 1,600 300.00 Daily Maximum Exceeded

7008-0150 0000 7472 9895
rR 7
�'SENDER- COMPLETE THIS SECTION
0 E Also
-- 61■ OR A. E
and 3� complete
Wete items 1, 2,
item 4 if Restricted Delivery is desired. X
rti;v N-7 A x
0 Print your name and address on the reverse
El
so that we can return the card to you.
B. F
Ui 7(.�il-',`rc'�; 0l! 3. Hr.-r n.��9 North Carolina,"
Environment and Ne_,
Divisj6�!'of
.3 A R R Y' Surface WateeF,)rcte
2090 U.S. Highway 70, S
POIS'l CLIFFS.I��,-:
�DE PK� 11 BARRYJONES
—r— I— CLIFFS1DE I ..
SANITARY DISTRICT, S
S��!/`� POST OFFICE BOX 122
CLIFFSIDE NC 28024
0 Agent 4
s mail
ReceI6 t for Merchandise
(ULkq M 2
U U U U U; 'e '14 ( C�. -1-1 0,n " -ILU L_Vj - A 10 -29 / IS "V i i V
PS Form 3811, February 2004 Domestic Return Receipt
102595-02-M-1 540

EFFLUENT
NPDES PERMIT NO.NC0004405 DISCHARGE NO._001_ MONTH -December YEAR_200099
FACILITY NAME__CLIFFSIDE SANITARY DISTRICT WWTP CLASS_3_ COUNTY_RUTHERFORD
OPERATOR IN RESPONSIBLE CHARGE (ORC)_MICHAEL F. GIBERT GRADE_4_ PHONE_828-657-9180
CERTIFIED LABORATORIES (1) Pace Analytical (2)
CHECK BOX IF ORC HAS CHANGED PERSON(S) COLLECTING SAMPLES OPERATOR
Mail ORIGINAL and ONE COPY to: s��'��(�
ATTN: CENTRAL FILES X `J r�
DIVISION OF WATER QUALITY (SIGNATURE OF OPERATOR IN RESPONSIBLE CHARG EB 9-Z ' ' s ATE
1617 MAIL SERVICE CENTER BY THIS SIGNATURE, I CERTIFY THAT THIS REPORT IS
RALEIGH, NC 27699-1617 ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE.
50050 00010 LE120 50060 00310 00340 00530 1 31616 TGP3Bj 00600 00665
* FLOW w e . ENTER PARAMETER CODE ABOVE
h s E„ w x a W W �� d �" z NAME AND UNITS BELOW
OWFavxp U -ftz40INF ❑ UWj
O W O<LO UOOH Cw
O¢t-O2a C U •" WU U z QWWU
O E1 ❑ MG/L n
I-LFB 2 .4 / inHRS HRS YB/N MGD ° C UNITS UG/L LBS/D LBS/D LBS/D #/100ML MG/L MG/L
................................................
1. 0G30...'.3 Y .'... ..•.t;0i:1' ::::::'12 .•... �8<20:::::::::::::::::::::::•:•::•: .'.......'.'.....::•:•:.;.:::.;..;.:.:.:.;.;.;..:.:.:.;.;.;.:..:.:.:.;.:.:.;..:.;.:.:.:.;.:..:.:.;.;.;.:.;..:....:.:.:.
. ............................................................
210630 3 Y 0.021 13 6.8 <20
::: :1:6bp.::::::::::::::::::.::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
Y..:.:.:: %I:205::: ::-: :::::::::::::::::::::::::8{:2 :::::2a6:9 .... 6 7. ............................................................. .
4 0630 3 Y 0.093
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6 1300 1 B 0.033
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::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::;:::::;:::::::::::::::::::::::;::::::::::::::::::::::::;::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
AVERAGE
0.049
8.07143
0
30.082
87.42
21.174
98.38
.....................
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::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::..
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200/100
WQ Form MR-1 (01/00) Ieccle

icility Status: (Please check one of the follov .
All monitoring data and sampling frequencies meet permit requirements El
Compliant
All monitoring data and sampling frequencies do NOT meet permit requirements
Noncompliant
If the facility is noncompliant, please comment on corrective actions being taken in respect to equipment, operation, maintenance, etc.,
and a time -table for improvements to be made.
►O --Ju-
�-e
Sf � �� l-.% g. C � ry.� ._.—a- � -k-� u- i n �^ c•� c�-i-1 . , r /7� C -C- i r_. .� _
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance
with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry
of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information
submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
Perrmittee (Pleasi print or type)
mi
+e> 0./Uti: jI I
Signature ofP rm' e** Date
(Required)
136 Hawkins Loop Road Cliffside NC 28024 828-657-9180 7-31-2013
Permittee Address Phone Number Permit Exp. Date
Mail Address: PO Box 122 Cliffside NC 28024
00010 Temperature
00076 Turbidity
00080 Color (Pt -Co)
00082 Color (ADMI)
00095
Conductivity
00300
Dissolved Oxygen
00310
BOD5
00340
COD
00400
pH
00530
Total Suspended
Residue
00545
Settleable Matter
00556
Oil & Grease
00600
Total Nitrogen
00610
Ammonia Nitrogen
00625
Total Kjeldhal
Nitrogen
00630
Nitrates/Nitrites
00665 Total Phosphorous
PARAMETER CODES
00951 Total Fluoride
01002 Total Arsenic
01027 Cadmium
01032 Hexavalent Chromium
01034 Chromium
01067 Nickel
01077 Silver
01092 Zinc
01105 Aluminum
01147 Total Selenium
31616 Fecal Coliform
32730 Total Phenolics
00720
Cyanide
01037
Total Cobalt
34235
Benzene
00745'
Total Sulfide
01042
Copper
34481
Toluene
00927
Total Magnesium
01045
Iron
38260
MBAS
00929
Total Sodium
01051
Lead
39516
PCBs
00940
Total Chloride
01062
Molybdenum
50050
Flow
50060 Total
Residual
Chlorine
71880 Formaldehyde
71900 Mercury
81551 Xylene
Parameter Code assistance may obtained by calling the Point Source Compliance/Enforcement Unit at [phone] or by visiting
the Water Quality Section's web site at h2o.enr.state.nc.us/wqs and linking to the Unit's information pages.
_Use only units designated in the reporting facility's permit for reporting data.
* ORC must visit facility and document visitation of facility as required per 15A NCAC 8G .0204.
** If signed by other than the permittee, delegation of signatory authority must be on file with the state per 15A NCAC 2B .0506 (b)
(2) (D).

NORTH CAROLINA
RUTHERFORD COUNTY
i
AGREEMENT TO APPLY FOR GRANT
THIS AGREEMENT is by and between Rutherford County, and the Cliffside
Sanitary District, both of Rutherford County, North Carolina; ;
WITNESSETH:
WHEREAS, the Cliffside Sanitary District operates a sewer collection system
and wastewater treatment system within its District boundary providing sewer service to
approximately sixty-seven homes, two schools and nineteen commercial facilities.
WHEREAS, the Cliffside Sanitary District is currently operating with a budget
deficit and heavily relies upon Rutherford County to meet current expense obligations.
WHEREAS, no individuals filed to seek election as a Board Member of.the
Cliffside Sanitary District with each of the three existing Board Member terms having
expired.
WHEREAS, the Cliffside Sanitary District is currently experiencing significant
inflow and infiltration of storm water into the sewer system limiting options for reducing
costs of the system operations.
WHEREAS, Rutherford County seeks to assist in developing a long range solution to
providing sewer service to these existing sewer customers.
NOW, THEREFORE, in consideration of the foregoing and the mutual covenants
hereinafter set forth, the parties do hereby agree that:
I. A Planning Project is necessary to evaluate a long term strategy for the
ownership and operation of the existing sewer system owned by the
Cliffside Sanitary District.
Rutherford .County -will -apply for $32,900-in-Grant-Funding -f orri the
North Carolina Rural Economic Development Center to assist in funding
the Planning Project.
3. Rutherford County will provide an additional $16,450 in matching funds
resulting in a Project Budget of $49,350 for the Planning Project,
4• Rutherford County encourages the Cliffside Sanitary District to establish a
nominal stipend of $250 per month for the Board Chairman to continue to
serve for 2010 to allow the Planning Project to be completed.
8

IN WITNESS WHEREOF, the undersigned official representatives of the
parties, acting under the express authority of their respective governing bodies, have
caused this contract to be duly executed in two (2) counterparts, each of which shall
constitute an original.
Signed day of) ���a �,�. , 2010
ATTEST:
Clerk
ATTEST:
Witness
RUTHERFORD COUNTY
By: I/
Manager
CLIFFSIDE SANITARY DISTRICT
By: d". ' yam_
airman
9

Permit Enforcement History by Owner
05/05/10
1 -
Owner: Cliffside Sanitary District
Facility: Cliffside Sanitary District WWTP
Permit: NC0004405
Region: Asheville County: Rutherford
Penalty
Remission
Enf EMC
EMC OAH Collection •
Has
Assessment Penalty
Enforcement
Request
Enf Conf
Remission Hearing
Remission Remission Memo Sent
Pmt
Case
Case Number
MR Approved
Amount
Costs Damages
Received
Held
Amount Held
Amount Amount to AGO Total Paid
Balance Due
Plan
Closed
TX-2000-0022
05/15/00
$2,000
$74.24
06/09/00
08/02/00
$.00
$2,074.24
$.00
No
09/11/00
LV-2002-0439
09/17/02
$250
$105.50
$355.50
$.00
No
10/02/0;1 ;
LV-2004-0211
1-2004 06/14/04
$250
$100.00
07/14/04
08/04/04
$250.00
$100.00
$.00
No
09/16/04
LV-2010-0136
12-2009 05105/10
$200
$67.00
$267.00
No
Total Cases: 4
$346.74
$2,529.74
$267.00
Total Penalties:
$3,046.74
Total Penalties after remission(s):
$2,796.74

W AT �RQG
RIM
Barry W Jones
Cliffside Sanitary District
FO Box 122
Cliffside NC 28024
Dear Mr. Jones:
F3everly Eaves Perdue, Governor
Dee Freeman, Secretary
North Carolina Department ci, ironment and Natural Resources
' l L E C)0. ii Y Coleen H. Sullins, Director
V Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION
February 3, 2009
SUBJECT: Compliance Evaluation Inspection
Cliffside Sanitary District WWTP
Permit No: NC0004405
Rutherford County
Enclosed please find a copy of the Compliance Evaluation Inspection conducted
on January 13, 2009. The Compliance Evaluation Inspection was conducted by Jeff
Menzel of the Asheville Regional Office. The facility was found to be in Compliance with
permit NC0004405.
Please refer to the enclosed inspection report for additional observations and
comments. If you or your staff have any questions, please call me at 828-296-4500.
Sincerely,
Jeff Menzel
Enclosure
cc: Michael Franklin Gibert, ORC
Central Files
VMS- e 'He Ffl s
2090 U.S. Highway 70, Swannanoa, NC28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748
G:\WPDATA\DEMWQ\Rutherford\04405 Cliffside SD WWTP
or On
e
Naturally

United Stales Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 (NI 2 15I 31 NC0004405 111 121 09/01/13 117 18I CI 191 cl 201I—
t- 1- tJ
Remarks
2,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIll
Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 QA --- —---------------------- Reserved ------ ---------------
67I 169 701 31 711 I 721 NI 73L_U 74 751 I I I I I I 180
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
01:15 PM 09/01/13
08/10/01
Cliffside Sanitary District WWTP
Exit Time/Date
Permit Expiration Date
272 Old Main St
Cliffside NC 28024
01:45 PM 09/01/13
13/07/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Michael Franklin Gibert/ORC/828-657-9180/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Barry W Jones,PO Box 122 Cliffside NC 28024//828-657-9180/,
yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Operations & Maintenance ® Facility Site Review ® Effluent/Receiving Waters.
Section D: Summary of Finding/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment 'summ,ary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Roy M Davis ARO WQ//828-296-4500 Ext.4659/
Jeff Menzelr�'�ARO WQ//828-296-4500/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
Roger C Edwards ARO WQ//828-296-4500/
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I N00004405 I11 12I 09/01/13 I17 18ICI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
There was no operator present during this inspection. The plant appeared to be operating well. The effluent
was clear and the house keeping looked to be in good order. A more thorough inspection will be done at a
later date. No violations of permit requirements or applicable regulations were observed during this
inspection.
Page # 2

Permit: NC0004405 Owner - Facility: Cliffside Sanitary District WWTP
Inspection Date: 01/13/2009 Inspection Type: Compliance Evaluation
Operations & Maintenance Yes No NA PIE
Is the plant generally clean with acceptable housekeeping? ❑ ❑ ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, Do, Sludge ❑ ❑ ❑ 0
Judge, and other that are applicable?
Comment:
Effluent Pipe
Is right of way to the outfall properly maintained?
Are the receiving water free of foam other than trace amounts and other debris?
If effluent (diffuser pipes are required) are they operating properly?
Comment:
Secondary Clarifier
Is the clarifier free of black and odorous wastewater?
Is the site free of excessive buildup of solids in center well of circular clarifier?
Are weirs level?
Is the site free of weir blockage?
Is the site free of evidence of short-circuiting?
Is scum removal adequate?
Is the site free of excessive floating sludge?
Is the drive unit operational?
Is the return rate acceptable (low turbulence)?
Is the overflow clear of excessive solids/pin floc?
Is the sludge blanket level acceptable? (Approximately Y. of the sidewall depth)
Comment:
Page # 3

Facility information
NPDES permit #: NC0004405 Rutherford County
Facility name: Cliffside Sanitary District WWTP
(minor municipal - formerly: Cone Mills Cliffside)
WWTP class: III
WWTP type: Tiered permit: 0.05 MGD and 1.75 MGD extended
aeration WWTP with:
influent pump station with 100 KW diesel
Generac emergency generator;
manual bar screen;
grit chamber;
7.7 Mgal aerated lagoon (16 ft deep) with six 10
HP floating mechanical aerators (five on timers
and one on manual operated continuously),
operating as a partially mixed facultative lagoon;
dual 70 ft dia circular secondary clarifiers (one in
service);
three RAS (return activated sludge) pumps;
polymer addition and flocculation tank (not in
service);,
three aqua disc filters (not in service);
batch tank calcium hypochlorite tablet
chlorination;
chlorine contact chamber;
post aeration tank with 20 HP floating mixer & 10
HP floating mechanical aerator;
batch tank sodium sulfite tablet dechlorination;
ISCO 3710 FR refrigerated composite sampler;
30 degree v-notch weir;
ISCO 4210 ultrasonic flow meter; and
dual 0.5 Mgal aerobic digestors with floating
mechanical aerators (not in service).
Annual Ave. Flow: 0.0314 MGD (3 year average: 10/2008-10/2012)
CEI / CSI: 11-21-201.3 CEI
9-11-2012 CEI & Bioassay

5-20-2010 TA
1-13-2009 CEI follow-up
4-13-2006 CEI follow-up
10-10-2005 CEI other
Collection System: WQCSD0287
Development: There are only 70 homes, 2 schools and 1
industry.
Abercrombie uses about 10,000 gpd of process
water for weaving dobby and jacquard fabrics for
upholstery, wallcovering and drapery. This
weaving facility offers state-of-the-art jacquard
weaving and design. Abercrombie Textiles owns
one of the nation's largest textile art collections
with textiles that date back to the 1800's. They
are located at! 3400 Hwy 221A, Cliffside, NC
28024. T [phone] F [phone]
Sludge Management: WQ0002379 Land Application of Residuals (503)
permit. The last sludge application was in 2005.
Previous CEls: 9-12-13; 11-15-12; 12-29-11;
11-4-10; 8-12710; 10-23-08; 12-8-07; 5-5-06; and
6-24-05.
WWTP location: file: 136 Hawkins Loop Road; Cliffside, NC 28024
actual: 100 Windsor Drive; Cliffside, NC 28024
Responsible official: Barry W. Jones
Responsible "'s title: Chairman, Board of Directors
Cliffside Sanitary District
Mailing address: PO Box 122; Cliffside, NC 28024
Phone numbers
828-657-9180 Barry Jones - Chairman, BOD
828- Linda Jenkins — Finance Director: billing
828-657-9180 Mike Gibert — ORC
828-247-4495 David Odum, P.E.; Env Consultant

Operator information
WWTP ORC: Michael F. Gibert; WW IV Cert. # 12960
WWTP back-up ORC(s): Buren R. Bailey; WW IV Cert. # 16851
Permit information
Date issued:
8-26-08
Expiration date:
7-31-13
Renewal rcvd:
2-4-13
Reviewer:
Agyeman Adu-Poku
Permit renewal (2013): The current permit has 2 tiers: 0.05 and 1.75
MGD. For economic reasons, the permittee is
requesting the next permit cycle have 2 tiers:
0.500 MGD and 0.999 MGD.
The WWTP system is currently being operated as
an aerated lagoon. The current operation would
only be moderately successful, should the
NPDES permit be changed to concentration -
based limits, rather than the current mass
balance -based limits.
Suggestions for retrofit are to take the current
lagoon system and divide it into 3 separate cells,
with improved aeration and mixing in the first and
second cells and leaving the third cell quiescent,
to allow for settling and with the potential for
internal recycle of the flow.
The system should also be modified to accept
septage in a separate tank and fed in sparingly to
the lagoon. With the current configuration,
adding septage directly to the lagoon creates
shock loads and creates grease balls and matting
of solids that cause short-circuiting.
Unfortunately, since there are only 70 homes, 2
schools and 1 industry (Abercrombie 10,000 gpd
process water) contributing to the system, there
are no funds available for improvements.

Stream information
Stream:
Second Broad River
River basin:
Broad River Basin
Sub -basin:
03-08-02
Hydrologic Unit Code:
Quad:
Chesnee, SC
Grid:
G 11 NE
Instream Waste Conc.:
0.12% at 0.05 MGD
4.2% at 1.75 MGD
Toxicity Testing Conn.:
0.12%
Test Organism:
P/F Fathead Minnow
Toxicity Monitoring:
January, April, July & October
Drainage area sq mi:
219.6
Stream classification:
C
Average stream flow:
312 cfs
Summer 7Q10 cfs:
62.1
Winter 7Q10 cfs:
91.2
Latitude:
+35.13.59
Longitude:
-81.45.59
Other information
Driving directions to facility:
From ARO toWWTP — 70 miles
Mapquest GPS directions: enter 100 Windsor Drive.
Take 1-40 East Go —27 miles.
Take 1-40 Exit 85. Turn right onto Hwy 221 S. Go 18.8 miles.
Take the US 64 / US 74-Alternate ramp. Go 0.1 mile.
Turn left onto US 64 / US 74 Alt / West Mtn St. Go 0.5 mile.
Turn right onto Railroad Avenue / Hwy 74 Alternate,
through Rutherfordton and Spindale. Continue to
follow US 74 Alternate East. Go 7.1 miles.
Merge onto US 74 Alternate. Go 8.5 miles.
Take the Exit 189 to Cliffside. Go 0.2 mile.
Turn right onto NC 120. Go 3.9 miles.
Turn left onto US 221 Alternate. Go 0.4 mile.
Turn left onto Old Boiling Springs Road.
Turn right onto Hawkins Loop Road
Turn right onto Windsor Drive and enter the gate with WWTP sign.
End at 100 Windsor Drive, Cliffside, NC at the WWTP.

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Recording
I of E-
BOD, 5-day (20°C)
113.7 lbs/day
225.2.1bs/day
Weekly
Composite .
E -
COD :'
1344.2 lbs/day
2688.4- lbs/day
Weekly
'Composite
' R
Total Suspended Solids
291.7 ills/day .
`. 581.31bs/day
Weekly,
Composite
E:, -
Fecal Coliform (geometric
mean)*
200/100 ml
400/100 ml
Weekly
Grab
E
Total Residual Chlorine2
28 ILg/L
3/Week-
Grab.
E .
Temperature
-.3/Week
Grab
E
Total Nitrogen3
Quarterly
Composite'
E
Total Phosphorus .
Quarterly
Composite
E
pH4 .
3/Week
Grab
E
Sulfide.
3.6 lbs/day
7.2 lbs/day
Semi-annually
Grab .
E
Phenols
.1.8lbs%day
3.6lbs/day
Semi-annually
Grab
E
Total Chromium
.'.0.43 lbs/day
Semi-annually
= Composite .
E
Total Copper
Semi-annually
Composite
E
Total Zinc ..
Semi-annually
Composite
E
Whole Effluent Toxiciti,
Quarterly
Composite
E
Notes: ;
1. Sample Locations: E- Effluent, I- Influent
2. The facility shall report all effluent TRC values reported by a NC certified laboratory including field certified. However, effluent
values below 50 ug/1 will be treated as zero forcompliance purposes..
3. For a given wastewater sample, TN = TKN + NO3-N + NOZ-N, where IN is total nitrogen, TKN is total-Kjeldahl Nitrogen, and
NO3-N and NOz-N are nitrate and nitrite nitrogen, respectively. - .
4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units. .•
5. Whole effluent toxicity (Fathead Minnow) P/F at 0.12 %; January, April, July and October [see A. (3.)]..
There shall be no discharge of floating solids or visible foam in other than trace amounts.

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Flow
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Continuous
Recording
for E
BOD, 5-day (20°C)
- '113.71bs/day
225.21bs/day
'3/Weekly _
Composite'
E
COD
1344.2 lbs/day
2688.41bs/day
3/Weekly
. Composite
E
Total Suspended Solids
291.7 lbs/day
581.3 lbs/day
3/Weekly
Composite
E
Fecal Coliform (geometric.
mean)
200/100 ml
460/100 ml
_
3/Weekly
Grab
E .
Total Residual ChlorineZ
28 µg/L
3/Week
Grab
E
Temperature
3/Week
Grab
E'
Total Nitrogen3
Quarterly
Composite
E
Total Phosphorus
Quarterly
. Composite
E
pw
3/Week
Grab
E
Sulfide
3.6lbs/day
7.2 lbs/day
Weekly,
Grab
E
Phenols
1.81bs/day:
3.61bs/day-
Weekly
Grab
E
Total Chromium.
0.43 1bs/day
Weekly "
Composite
E .
Total Copper
2/Month
Composite
E
Total Zinc
2/Month
Composite
E..
Whole Effluent Toxicitys
Quarterly
Composite
E
Notes: .
1. Sample Locations: E- Effluent, I- Influent
2. The facility shall report all effluent TRC values reported by a NC certified laboratory including field certified. However, effluent
values below 50 ug/1 will be treated as zero for compliance purposes. '
3. For a given wastewater sample, TN = TKN + NO3-N + NOZ-N, where TN is total nitrogen, TKN is total Kjeldahl Nitrogen, and
NO3.N and NO2-N are nitrate and nitrite nitrogen; respectively. ' ; -
4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
5. Whole effluent toxicity (Ceriodaphnia) P/F at 4.2 %; January, April, July and October [see A. (4.)].

Permit NC0004405 .
-A. (4.) CHRONIC TOXICITY PERMIT LIMIT (Quarterly)
... The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodaphnia
dubia at an effluent concentration of 4.2vA
%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North Carolina
Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina
Phase H 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' erformed at
the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit limit, then:
multiple -concentration testing shall be performed at a minimum, in each of the two following months as described in "North
Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998)'or subsequent versions. .
'The chronic value for multiple concentration tests will be determined using the geometric mean of the highest concentration
having no detectable impairment of reproduction or survival and the lowest concentration that does have a detectable . .
impairment of reproduction or survival. The definition of "detectable impairment," collection methods, exposure regimes, .
and further statistical methods are specified in the "North Carolina Phase II Chronic .Whole Effluent Toxicity Test Procedure
(Revised -February 1998) or subsequent versions..
All toxicity testing results .required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form
(MR` 1) for the months in which tests were performed, using the parameter code TGP3B for the pass/fail results and TBP313
for the Chronic Value. Additionally,-DWQ Form AT-3 (original) is to be sent to the following address:
Attention: NC DENR / DWQ / Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30 days after the
end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemicah/physical measurements 'and all concentration/response
data, and be certified by laboratory supervisor and ORC or approved designate signature. Totaf 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
willcomplete 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 reportshall be submitted to the Environmental Sciences Branch at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be required
during the following month.
Should any test data frorri this monitoring requirement'ot tests performed by the North Carolina Division.of Water Quality .
indicate potential impacts to the receiving stream, this permit may be re=opened and modified to include alternate monitoring
requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism.
survivaFn.i;mi itiunm-control-organism-reproduction, and app Miat"n-Vi nmental con ro si ; shaI cons i u e an
invalid test and will require immediate follow-ap testing to be completed no later than the last day of the month
following the month of the initial monitoring:

-UES Permit Standard Conditions
Page 1 of 16
PART II
STANDARD _CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2 Month
Samples are collected twice per month with at least ten calendar days between sampling events.
3/Week
Samples are collected three times per week on three separate calendar days.
Act or "the Act"
The Federal Water, Pollution Control Act, also, known as the Clean Water Act, as amended, 33 USC 1251, et. seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the. geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
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 Dav
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Quarter ,
One of the following distinct periods: January, through March, April through June,. July through September, and
October through- December.
Composite Sample
A sample collected over a 24-hour period by continuous, sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater dischatg 'during the sample period. The
Director may,designate the most -appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc.) on a case -by -case basis., Samples may be collected manually or automatically:
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal, time intervals over a 24 hour
-period of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hoax period
with the time intervals between samples determined by a preset number, of gallons passing the sampling
point. Flow measurement between sample intervals shall be determined .by use. of a flow recorder. and
totalizer, and the preset gallon interval between sample collection fixed at no greater than 1/24 of the
expected total daily flow at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval.. 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
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Page 2 of 16
➢ 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 X hours [X = days detention time] over a 24-hour period. Effluent
samples shall be collected 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. The "daily discharge" concentration comprises the mean
concentration for a 24-hour sampling period as either a composite sample concentration or the arithmetic mean of all
grab samples collected during that period. (40 CFR 122.2)
Daily Maximum
The highest "daily discharge" for conventional and other non -toxicant parameters. NOTE: Permittees may not
submit a "daily average" calculation [for determining compliance with permit limits] for toxicants. See the relevant
Federal effluent guideline[s] for the appropriate calculation interval.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. The Division expects that sampling shall be conducted on weekdays except where holidays or other
disruptions of normal operations prevent weekday sampling. If sampling is required for all seven days of the week
for any permit parameter(s), that requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWO or "the Division"
The Division of Water Quality, Department of Environment and Natural Resources.
EMC
The North Carolina Environmental Management Commission.
Facility Closure
The cessation of wastewater treatment at a permitted facility, or the cessation of all activities that require coverage
under the NPDES. Completion of facility closure will allow this permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered = 1.
Grab Sample
Individual samples of at least 100 ml collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream; for instream
samples).
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act.
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`)ES Permit Standard Conditions
Page 3 of 16
Instantaneous flow measurement
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total
discharge.
Monthly Average- (concentration limit),
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average (concentration limit),
The average of all samples taken over a calendar quarter.
Severe property. damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable,
or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307 (a) of the Clean Water Act.
11set
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error,, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comply
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation
of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance,
or modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
Clean Water Act- for toxic pollutants and with standards for sewage sludge use or disposal established under
section 405(d) of the Clean Water Act within the time provided in the regulations that establish these
standards or prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet been
modified to incorporate the requirement.
b. The Clean Water Act provides that any person who violates section 301, 302, 306, 307, 308, 318 or 405 of the
Act, or any permit condition or limitation implementing any such sections in a permit issued under section
402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8)
of .the Act, is subject to a civil penalty not to exceed $25,000 per day for each violation. [40 CFR 122.41 (a)
(2)]
c. The Clean Water Act provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or
405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under
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section 402 of the Act, or any requirement imposed in a pretreatment program approved under section
402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. [40 CFR 122.41 (a) (2)]
d. Any person who knosvinV1 violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In
the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[40 CFR 122.41 (a) (2)]
e. Any person who knowingly violates section 301, 302; 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act,
and who knows at that time that he thereby places another person in imminent danger of death or serious
bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not
more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment
violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than
30 years, or both. An organization, as defined in section 309(c)(3)(B)(id) 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 5 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such
sections in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are
not to exceed $10,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$25,000. Penalties for Class II violations are not to exceed $10,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $125,000. [40 CFR
122.41 (a) (3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit 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.
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j— `9ES Permit Standard Conditions
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5. Proger1y Bights
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, not
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.
7. Severability V
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 ReapMly
If the Permittee wishes to continue an activity regulated by .this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41 (b)]..
10. Expiration of Permit
The Permittee is not authorized . to discharge after the expiration date. In order to receive automatic
authorization -,to discharge beyond the expiration date, the Permittee shall submit such information, forms, and
fees as are required by the agency authorized to issue permits no later than 180 days prior to the expiration date.
Any Permittee that has not requested renewal at least 180 days prior to expiration, or any Permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject
the-Permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified
[40 CFR 122.41 (k)].,
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a ,president, secretary, treasurer or vice president of the corporation in
charge of a principal business function, or any, other person who performs similar policy or decision
making functions for the corporation, or (b) the manager of one or more manufacturing, production, or
operating facilities, provided, the manager is authorized to make management decisions which govern the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to assure long
term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systems are established or actions taken to gather complete and accurate information for
permit application requirements; and where authority to sign documents has been assigned or delegated
to the manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: - by either a principal executive officer or
ranking elected official [40 CFR 122.22].
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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]
c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate
because a different individual or position has responsibility for the overall operation of the facility, a new
authorization satisfying the requirements of paragraph (b) of this'section must be submitted to the Director
prior to or together with any reports, information, or applications to be signed by an authorized
representative [40 CFR 122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of.this section shall make the
following certification [40 CFR 122.22]:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate
the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. 1 am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations."
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
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 (%
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 211:0100; and North Carolina General Statute 143-215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 2H.0105 (b) (2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
Certified Operator
Upon classification of the permitted facility by the Certification Commission, the Permittee shall employ a
certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution
control treatment system. Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the water pollution control treatment system by the Certification Commission. The
Permittee must also employ one or more certified Back-up ORCs who possess a currently valid certificate of the
type of the system. Back-up ORCs must possess a grade equal to (or no more than one grade less than) the grade
of the system [15A NCAC 8G.0201].
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The ORC of each Class I facility must:
➢ Visit the facility at least weekly
➢ Comply with all other conditions of 15A NCAC 8G.0204.
The ORC of each Class II, III and IV facility must:
➢ Visit the facility at least 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 8G.0204.
Once the facility is classified, the Permittee shall submit a letter to the Certification Commission designating the
operator in responsible charge: '
a. Within 60 calendar days prior to wastewater being introduced into a new system
b. Within 120 calendar days of.
Receiving notification of a change in the classification of the system requiring the designation of a
new ORC and back-up ORC
➢ - A vacancy in the position of ORC or back-up ORC.
2. Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
facilities at optimum efficiency. The Permittee shall at all times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances) which are installed or used by the Permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate
,laboratory controls and appropriate quality assurance procedures. This provision requires the Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41 (e)].
3. Need to Halt or Reduce not a Defense
It shall not be -,a defense for a Permittee in an enforcement action that it would have been necessary to halt or
'reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41
(c)]
4. Bypassing of Treatment Facilities
a.. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations ,to be exceeded, but
only if it also is for essential maintenance' to assure"efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41,(m) (3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior
notice, if possible at least ten days before the date of the bypass; including an evaluation of the
anticipated quality and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II. E. 6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of 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.
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(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the.three conditions listed above in Paragraph c.
(1) of this section.
U sets
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: A Permittee who wishes to establish the
affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating -logs, or
other relevant evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II. E. 6. (b) 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.
Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States. The Permittee
shall comply with all existing Federal regulations governing the disposal of sewage sludge. Upon promulgation of
40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR 503. The
Permittee shall comply with applicable 40 CFR 503 Standards for the Use and Disposal of Sewage Sludge (when
promulgated) within the time provided in the regulation, even if the permit is not modified to incorporate the
requirement. The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 2H.0124 —
Reliability) to prevent the discharge of untreated or inadequately treated wastes during electrical power failures
either by means of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of
the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is
characteristic of the discharge over the entire period the sample represents. All samples shall be taken at the
monitoring points specified in this permit and, unless otherwise specified, before the effluent joins or is diluted
by any other wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority [40 CFR 122.41 (j)].
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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:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements 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 permitand based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to
NCGS 143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to.
Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act (as Amended), and 40 CFR 136; or in
the case of sludge use or disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless
other test procedures have been specified in this permit [40 CFR 122.41]. '
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum
detection and reporting levels that are below the permit discharge requirements and all data generated must be
reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are
determined capable of achieving minimum detection and reporting levels below permit discharge requirements,
then the most sensitive (method with the lowest possible detection and reporting level) approved method must
be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any
monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by
a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per.violadon, 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
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➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record
the following information [40 CFR 122.411:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting
as a representative of the Director), upon the presentation of credentials and other documents as may be required
by law, to;
a. Enter 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, of reasonable times, any records that must be kept under the Conditions of this
permit;
C. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the Clean Water'Act, any substances or parameters at any location [40 CFR 122.41 (i)].
Section E Reporting Requirements
1. Change in Discharge k
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
additions to the permitted facility [40 CFR 122.41 (1)].
soon as possible of any planned physical alterations or -
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, not to
notification requirements under 40 CFR 122.42 (a) (1).
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices,
and such 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 122.410) (2)].
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4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director may require
modification or revocation and reissuance of the permit to document the change of ownership. Any such action
may incorporate other requirements as may be necessary under the Clean Water Act [40 CFR 122.41 (1) (3)].
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 (1) (4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR.
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 (l) (6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received. within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6. of this permit at
the time monitoring reports are submitted. The reports .shall contain the information listed in Part II. E. 6. of
this permit [40 CFR 122.41 (1) (7)].
8. Other -Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit
such facts or information [40 CFR 122.41 (1) (8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional 'office of the
Division as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
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Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.
10. Availabilit o�ports
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.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this permit, including
monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of
not more than $25,000 per violation, or by imprisonment for not more than two years per violation, or by both
[40 CFR 122.411.
12. Annual Performance Reports i
Permittees who own.or operate facilities that collect or treat municipal or domestic waste shall provide an.annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1C).
The report shall summarize the performance of the collection or treatment system, as well as the extent to which
the facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality.
The report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon
which annual period is used for evaluation.
PART III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless the Division has issued an
Authorization to Construct (AtC) permit. Issuance of an AtC will not occur until Final Plans and Specifications for
the proposed construction have been submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, 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";
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(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Evaluation of Wastewater Discharge Alternative's
The Permittee shall evaluate all wastewater disposal alternatives and pursue the most environmentally sound
alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms
and conditions of the NPDES permit or governing rules, regulations or laws, the Permittee shall submit a report in
such form and detail as required by the Division evaluating these alternatives and a plan of action within 60 days of
notification by the Division.
Section E. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system
covered by this permit. The Division may require specific measures during deactivation of the system to prevent
adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS.FOR MUNICIPAL FACILITIES
Section A. Publicly Owned Treatment Works (POTWs)
All POTWs must provide, adequate notice to the Director of the following:
1. Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to
section 301 or 306 of CWA if it were directly discharging those pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POTW, and (2) any anticipated impact of the change on the quantity or quality
of effluent to be discharged from the POTW.
Section B. Municipal Control of Pollutants from Industrial Users.
Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from
industries using the municipal system may be present in the Permittee's discharge. At such time as
sufficient information becomes available to establish limitations for such pollutants, this permit may be
revised to specify effluent limitations for any or all of such other pollutants in accordance with best
practicable technology or water quality standards.
2. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment system:
a. Pollutants which create a fire; or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261.21;
b. Pollutants which will cause corrosive .structural damage to the POTW, but in no case Discharges
with pH lower than 5.0, unless the works is specifically designed to accommodate such Discharges;
C. Solid or viscous pollutants in . amounts which will cause obstruction to the flow in the POTW
resulting in Interference;
d. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow
rate and/or pollutant concentration which will cause Interference with the POTW;
e. Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in
no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C
(104°F) unless the Division, upon request of the POTW, approves alternate temperature limits;
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f. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will
cause interference or pass through;
g. Pollutants which result in the presence of toxic gases, vapors, or fumes within the. POTW in a
quantity that may cause acute worker health and safety problems;
h. Any trucked or hauled pollutants, except at discharge points designated by the POTW.
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the
Permittee to supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to
ensure compliance by the Permittee with all applicable effluent limitations. Such actions by the Permittee
may be necessary regarding some or all of the industries discharging to the municipal system.
4. The Permittee shall require any industrial discharges sending influent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act. Prior to accepting
wastewater from any significant industrial user, the Permittee shall either develop and submit to the
Division a Pretreatment Program for approval per 15A NCAC 2H .0907(a) or modify an existing
Pretreatment Program per 15A NCAC 2H .0907(b).
This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved
POTW Pretreatment Program or to include a compliance schedule for the development of a POTW
Pretreatment Program as required under Section 402(b)(8) of the Clean Water Act and implementing
regulations or by the requirements of the approved State pretreatment program, as appropriate.
Section C. Pretreatment Programs
Under authority of sections 307(b) and (c) and 402(b)(8) of the Clean Water Act and implementing regulations 40
CFR Part 403, North Carolina General Statute 143-215.3 (14) and implementing regulations 15A NCAC 2H
.0900, and in accordance with the approved pretreatment program, all provisions and regulations contained and
referenced in the Pretreatment Program Submittal are an enforceable part of this permit.
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the Clean
Water Act, the Federal Pretreatment Regulations 40 CFR Part 403, the State Pretreatment Regulations 15A
NCAC 2H .0900, and the legal authorities, policies, procedures, and financial provisions contained in its
pretreatment program submission and Division approved modifications there of. Such operation shall include
but is not limited to the implementation of the following conditions and requirements:
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program.
2. Industrial Waste Survey W S)
The Permittee shall update its Industrial Waste Survey (IWS) to include all users of the sewer collection
system at least once every five years.
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific
data to be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of
specific pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required
by Part II, Section D, and Section E.S.).
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a Headworks Analysis (HWA) at least once every five
years, and as required by the Division. Within 180 days of the effective date of this permit (or any
subsequent permit modification) the Permittee shall submit to the Division a written technical evaluation
of the need to revise local limits (i.e., an updated HWA or documentation of why one is not needed) [40
CFR 122,44]. The Permittee shall develop, in accordance with 40 CFR 403.5(c) and 15A NCAC 2H .0909,
specific Local Limits to implement the prohibitions listed in 40 CFR 403.5(a) and (b) and 15A NCAC 2H
.0909.
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5. Industrial User Pretreatment Permits (IUP) &Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users, permits for
operation of pretreatment equipment and discharge to the Permittee's treatment works. These permits
shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control
technologies to assure that their wastewater discharge will meet all applicable pretreatment standards and
requirements. The Permittee shall maintain a current Allocation Table (AT) which summarizes the results
of the Headworks Analysis (HWA) and the limits from all Industrial User Pretreatment Permits (IUP).
Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA.
6. Authorization to Construct (AtQ
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable
industrial users for the construction or modification of any pretreatment facility. Prior to the issuance of
an AtC, the proposed pretreatment facility and treatment process must be evaluated for its capacity to
comply with all Industrial User Pretreatment Permit (IUP) limitations.
7. POTW Inspection & Monitoring of their SIUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial
users, compliance with applicable pretreatment standards. The Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year; and
b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit -
limited pollutants, once during the period from January 1 through June 30 and once during the
period from July 1 through December 31, except for organic compounds which shall be sampled
once per calendar year;
8. SIU Self Monitoring and Reporting
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit,
or in 15A NCAC 211.0908.
Enforcement Response Plan (ERPI
The. Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive
discharge standards as set forth in 40 CFR 403.5 and 15A NCAC 2H .0909, and specific local limitations.
All enforcement actions shall be consistent with the Enforcement Response Plan (ERP) approved by the
Division.
10. Pretreatment Annual Reports (PART
The Permittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15A NCAC 2H .0904 (b) may be
required to meet with Division personnel periodically to discuss enforcement of pretreatment requirements
and other pretreatment implementation issues. -
For all other active pretreatment programs, the Permittee shall submit two copies of a. Pretreatment
Annual Report (PAR) describing its pretreatment activities over the previous twelve months to the
Division at the following address:
NC DENR / DWQ / Pretreatment Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
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These reports shall be submitted according to a schedule established by the Director and shall contain the
following:
a.) Narrative
A brief discussion of reasons for, status of, and actions taken for all Significant Industrial
Users (SIUs) in Significant Non -Compliance (SNC);
b.) Pretreatment Program Summary(PPS)
A pretreatment program summary (PPS) on specific forms approved by the Division;
c.) Significant Non -Compliance Report SNCR)
The nature of the violations and the actions taken or proposed to correct the violations on
specific forms approved by the Division;
d.) Industrial Data Summary Forms (IDSQ
Monitoring data from samples collected by both the POTW and the Significant Industrial
User (SIU). These analytical results must be reported on Industrial Data Summary Forms
(IDSF) or other specific format approved by the Division;
e.) Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules,
public notice of SIUs in SNC, and any other information, upon request, which in the
opinion ' of the Director is needed to determine compliance with the pretreatment
implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Significant Industrial Users (SIUs) that were in Significant
Non -Compliance (SNC) as defined in the Permittee's Division -approved Sewer Use Ordinance with
applicable pretreatment requirements and standards during the previous twelve month period. This list
shall be published within four months of the applicable twelve-month period.
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along
with support information including general records, water quality records, and records of industrial impact
on the POTW.
13. Funding and Financial Report
The Permittee shall maintain adequate funding and staffing levels to accomplish the objectives of its
approved pretreatment program.
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits
modifications, POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan
modifications, shall be considered a permit modification and shall be governed by 15 NCAC 211,0114 and
15A NCAC 2H .0907.
Version 1011012007

Water Pold — 6ion Control System Operator Di-` `iaation Form
WPCSOCC
f
NCAC 15A 8G .0201
Permittee Owner/Officer Name:MailingAddress: �6_ &X
City: Z-71"3 State: NC Zip: _ s as �h - O 12U Phone #: 9/ 89
Email address:
Signature: Zm Date: 11. j (.3
.........................................................................................................................................
Facility Name: G1 �Ar5,- i° C:5�4n,`{�rrv�fs�r�`�� tV k) Tf Permit#: �� OD �f IVD,S
SUBMIT A SEPARATE FORM FOR EACH TYPE SYSTEM!
Facility Tyne/Grade:
Biological WWTP __. ?j Surface Irrigation
Physical/Chemical Land Application
Collection System
......................................................................................it .........................................................
Operator in Responsible Charge (ORC)
Print Full Name: _ %rLr�GhG2��. Ge .`b•�r�
Certificate Type / Grade / Number: W (V q # l.2 9 G o Work Phone #: ( 9a1)
,c�I
Signature: %A--- 4 • r;1 .c�e Date:
"I certify that I agree to my designation as the Operator in Responsible Charge for the facility noted. I understandand will abide by the rules
and regulations pertaining to the responsibilities ofthe ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
.......................................................... :.....................................................................................
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name: J u rf p l T:)� ,`l e v
Certificate Type / Grade / Number: W W Lf -4 OGz VS t Work Phone #:
DA4 ^1
Signature:—�,��,�g��-- /�. .Date:/l `o�oZ .
"I certify that I agree to my designationas a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the BU ORC as set forth in 15A NCAC 08G .0205 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
.......................................................................................................................... ......
Mail, fax or email the WPCSOCC, 1618 Mail Service Center, Raleigh, NC 27699-1618 Fa�9107.6492
original to. i
Mail or fax a copy to the Asheville
Fayetteville
Mooresville
Raleigh
appropriate Regional Office: 2090 US Hwy 70
225 Green St
610 E Center Ave
3800 Barrett Dr
Swannanoa 28778
Suite 714
Suite 301
Raleigh 27609
air: 828.2 .7043
Fayetteville 28301-5043
Mooresville 28115
Fax: [phone]
Phone-. 828.296.4500
Fax: [phone]
Fax: [phone]
Phone:[phone]
Phone:[phone]
Phone:[phone]
Washington
Wilmington
Winston-Salem
943 Washington Sq Mall
127 Cardinal Dr
585 Waughtown St
Washington 27889
Wilmington 28405 2845
Winston-Salem 27107
Fax:[phone]
Fax.[phone]
Fax:[phone]
Phone:252,946.6481
Phone:[phone]
Phone:[phone]
Revised 02-2013

4
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
February 8, 2013
Cliffside Sanitary District
P.O. Box 122
Cliffside, NC 28024
Subject: Receipt of permit renewal application
NPDES Permit NC0004405
Rutherford County
Dear Mr. Barry Jones,
John E. Skvarla, III
Secretary
F E B 1 4 2013
DWQ/Surface Water Protection Section
Asheville Regional Office
The NPDES Unit received your permit renewal application on February 04, 2013. This
permit renewal has been assigned Charles Weaver (919-807-6391) who will contact you if any
additional information is required to complete your permit renewal. Due to current backlog, you
should continue to operate under terms of your current permit, until a new permit is issued. If
you have any questions, please cont act the assigned permit writer.
Since ely,
i�
Jeff Poupart,
Point Source Branch
Cc: Central Files
Ashville Regional Office
NPDES Unit
1601 Mail Service Center, Raleigh, North Carolina 27699-1601 One
NorthCarolina
Phone: [phone] Internet: www.ncdenr.gov
An Equal Opportunity1 Affirmative Action Employer— 50% Recycled 110% Post Consumer Paper ;Vaturallff

j,
1
a
Cliffside Sanitary District
J 136 Hawkins Loop Rd.
P.O. Box 122
Cliffside,-NC 28024
January 29, 2013
Ms. Lisa Palmer
NC NENR / DWQ / Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: NPDES Permit Number NC0004405
Rutherford County
Dear Ms. Palmer:
We are requesting the renewal of the above mentioned permit. There has been no changes to the
treatment processes since issuance of the last permit operating as a partially mixed facultative lagoon,
one secondary clarifier and chlorination/dechlorination. The facilities land application permit is still
in effect but no solids are being generated at this time. The facility last land applied in 2005.
We are requesting to modify the capacity of the treatment plant from 1.75 MGD down to 0.999
MGD. Also we would like to continue with the two tier flow requirement but changing the first tier
from 0.050 MGD to 0.500 MGD-whereby we are allowed to sample and test weekly if the average
flow does not exceed 80% of 0.500 MGD. Additionally we are requesting to continue with the mass
based limits. instead of concentration based limits. This treatment plant was designed as an industrial
plant with a 1.75 MGD capacity with mass based limits. Due to industry shutting down, the plant was
transformed to a partially mixed facultative lagoon. The District has a very small customer base and
the sewer rates are well above 0.75% of the Median Household income in a low income community.
The District does not have any capital funds available to upgrade the plant or to make modifications
necessary to achieve an 85% removal rate for BOD/TSS.
Please give me a call with any questions or if any additional information is needed at [phone].
Sincerely,
B Jones
G
Y
Chairman Cliffside Sanitary District
Enclosure
Cc: File

PERMIT ACTION REQUESTED: RIVER BASIN:
RENEWAL BROAD
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A-8. A treatment works_ .
that discharges effluent to surface waters ofthe United States must also answer questions A.9 through A.12.
B. Additional Application Information for Applicants with a Design Flow>_ 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions-B.1 through B.6.
C. Certification. All applicants must complete Part C (Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D (Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data: A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
I
2. is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any.
significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges
and RCRA/CERCLA Wastes). SIUs are defined as:
1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal. Regulations (CFR) 403.6 and
40 CFR Chapter I, Subohapter N (see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per -day or more of process wastewater to'the treatment works. (with certain
exclusions); or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant; or
c. Is designated as an SIU by the'control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined.Sewer
Systems).
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 1.0f 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
CLIFFSIDE SANITARY DISTRICT, NCO04405 RENEWAL BROAD
All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet.
A.I. Facility Information.
Facility Name CLIFESIDE SANITARY DISTRICT
Mailing Address PO BOX 122
CLIFFSIDE NC_28024
Contact Person MIKE GIBERT
Title
Telephone Number 828 657-9180
Facility Address 136 HAWKINS LOOP RD, CLIFFSIDE, NC 28024
(not P.O. Box)
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name
Mailing Address
Contact Person BARRY JONES
Title CHAIRMAN
Telephone Number [phone]
Is the applicant the owner or operator (or both) of the treatment works?
® owner ❑ operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
❑ facility ® applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works
(Include state -Issued permits).
NPDES NC0004405 PSD
UIC Other W00002379
RCRA Other
A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each
entity and, if known, provide information on the type of collection system (combined vs. separate) and its ownership (municipal, private, etc.).
Name Population Served Type of Collection System Ownership
CLIFFSIDE SANITARY DIST. 90 CONNECTIONS SEPARATE MUNICIPAL
Total population served
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-8 & 7550-22. Page 2 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
CLIFFSIDE SANITARY DISTRICT, NCO04405 RENEWAL BROAD
A.B. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes ® No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from (and eventually flows
through) Indian Country?
❑ Yes ® No
A.G. Flow. Indicate the design flow rate of the treatment plant Q.e., the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period
with the 121h month of "this year' occurring no more than three months prior to this application submittal.
a. Design flow rate 0.999 mgd
Two Years Ago Last Year This Year
b. Annual average daily flow rate 0,0269 0.046 0.028
C. Maximum dairy flow rate 0.322 0.726 0,326
A.7. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant. Check all that apply. Also estimate the percent
contribution (by miles) of each.
® Separate sanitary sewer 100 %
❑ Combined storm and sanitary sewer %
A,8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? ® Yes ❑ No
If yes, list how many of each of the following types of discharge points the treatment works uses:
I. Discharges of treated effluent
it. Discharges of untreated or partially treated effluent
lit. Combined sewer overflow points
iv. Constructed emergency overflows (prior to the headworks)
V. Other
b. Does the treatment works discharge effluent to basins, ponds, or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? ❑ Yes
If yes, provide the following for each surface impoundment:
Location:
® No
Annual average daily -volume discharge to surface impoundment(s) mgd
Is discharge ❑ continuous or ❑ intermittent?
C. Does the treatment works land -apply treated wastewater? ❑ Yes ❑ No
If yes, provide the following for each land application site:
Location: RUTHERFORD & CLEVELAND COUNTIES
Number of acres: C00.00
Annual average daily volume applied to site: 0 mgd
Is land application ❑ continuous or ® intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? ❑ Yes ® No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 3 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
CLIFFSIDE SANITARY DISTRICT, N0004405
RENEWAL
BROAD
If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works
(e.g., tank truck, pipe),
If transport is by a party other than the applicant, provide:
Transporter Name N/A
Mailing Address
Contact Person
Title
Telephone Number f l
For each treatment works that receives this dischargeprovide the following:
Name N/A
Mailing Address
Contact Person
Title
Telephone. Number (_ 1
If known; provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility.
mgd
e. Does the treatment works discharge or dispose of.its wastewater in a manner not included
in A.8: through A.8.d above (e.g., underground percolation, well injection): ❑ Yes
® No
If yes, provide the following for each disposal method;
Description of method (including location and size of site(s) if applicable):
Annual daily volume disposed by this method:
Is disposal through this method ❑ continuous or ❑ intermittent?
EPA. Form 3510-2A (Rev.1-99). Replaces EPA forms 7550-6 & 7550-22. Page 4 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
CLIFFSIDE SANITARY DISTRICT, NCO04405 RENEWAL I BROAD
WASTEWATER DISCHARGES:
If you answered "Yes" to question A.B.% complete questions A.8 through A.12 once for each outfall (including bypass points) through
which effluent is discharged. Do not include Information on combined sewer overflows in this section.. If you answered "No" to question
A.8.a, go to Part B. "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfall number
b. Location CLIFFSIDE
28024
(City or town, if applicable)
(Zip Code)
RUTHERFORD
NC
(County)
(State)
35 14 15
81 46 01
(Latitude)
(Longitude)
G. Distance from shore (if applicable) 10
ft.
d. Depth below surface (if applicable)
ft.
e. Average daily flow rate 0.03
mgd
f. Does this outfall have either an intermittent or a periodic discharge? ❑ Yes
® No (go to A.9.g.)
If yes, provide the following information:
Number f times per year discharge occurs:
Averageduration of each discharge:
Average flow per discharge:
mgd
Months in which discharge occurs:
g. Is outfail equipped with a diffuser? ❑ Yes
❑ No
A.10. Description of Receiving Waters.
a_ Name of receiving water SECOND BROAD RIVER
b. Name of watershed (if known) BROAD
United States Soil Conservation Service 14-digit watershed code (if known):
c. Name of State Management/River Basin (if known): BROAD RIVER BASIN
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable)
acute cfs chronic
e. Total hardness of receiving stream at critical low flow (if applicable):
cfs
mg/I of CaCO3
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 8 7550.22.
Page 5 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
CLIFFSIDE SANITARY DISTRICT, NCO04405 RENEWAL BROAD
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
® Primary ®. Secondary
❑ Advanced ❑ Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design OB005 removal %
Design SS removal %
Design.P removal %
Design N removal %
Other %
c_ What type of disinfection is used for the effluent from this outfall? if disinfection varies by season, please describe:
CHLORINE TABLETS
If disinfection is by chlorination Is dechlorinatlon used for this outfall? 10 Yes ❑ No
Does the treatment plant have post aeration? ® Yes ❑ No
A.12. Effluent Testing Information, All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
discharged. Do not include information on combined sewer overflows In this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of
40 CFR Part 136 and other appropriate QAIQC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and -must be no more than four and one-half years apart.
Outfail number: 001
pH (Minimum) 6.7 S.U.
PH (Ma)imum) 8.60 8.11.
h:
Flow Rate 0.45 4 MOD 0.03 MOD 352
Temperature (Winter) 6.00 C 10.00 C 156
Temperature (Summer) 28.60 C 17.00 C 156
lease report a minimum and a maximum dal value
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN BODS 100 mg/1 28.00 m 11 156.00 SM5210B
DEMAND (Report one) CBODS
FECAL COLIFOkIM 23.00 CFU 2 . CFU 156.00 SM9222D
TOTAL SUSPENDED SOLIDS (TSS) 56.00 m !I , 30.00 m 11 156.00 SM2540D
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 6 of 22

1
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
CLIFFSIDE SANITARY DISTRICT, NCO04405 RENEWAL BROAD
G. If the answer to B.5.b is "Yes,' briefly describe, including new maximum daily inflow rate (if applicable).
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below, as .
applicable. For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MM/DD/YYYY MM/DD/YYYY
Begin Construction 1 ! ! 1
End Construction
Begin Discharge
Attain Operational Level
e- Have appropriate permits/clearances concerning other Federal/State requirements been obtained? ❑ Yes ❑ No
Describe briefly:
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information
on combine sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 116 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate
QA1QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on -half years old.
Outfall Number. 001
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
CHLORINE (TOTAL
RESIDUAL, TRC)
20.00
ug/I
20.00-
ug/I
156.00
SM4500CI-G
DISSOLVED OXYGEN
10.00
rngll
20.00
mg/I
156.00
TOTAL KJELDPk
8.90
mg/I
6.20
mg11
4.00
EPA 351.2
NITROGEN (TKN)
-
NITRATE PLUS NITRITE
13.00
mg/I
4.00
mg/I
4.00
EPA 353.2
NITROGEN
OIL and GREASE
PHOSPHORUS (Total)
6.10
mg/l
6.20
mg/I
4.00
EPA 366.1
TOTAL DISSOLVED SOLIDS
(TDS)
OTHER
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7560-22. Page 8 of 22

r
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED:., RIVER BASIN:
CLIFFSIDE SANITARY DISTRICT, NCO04405 RENEWAL BROAD
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
® Basic Application Information packet Supplemental Application Information packet:
❑ Part D (Expanded Effluent Testing Data)
❑ Part E (Toxicity Testing: Siomonitoring Data)
❑ Part F (Industrial User Discharges and RCRA/CERCLA Wastes)
❑ Part G (Combined Sewer Systems)
I. certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the information, the information is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware'thatthere are significant penalties for submitting false information, including the possibility of fine and imprisonment
for knowing violations.
Name and official title BARRY JONES, CHAIRMAN
Signature
Telephone number
Date signed
Upon request of the permitting authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO: .
NCDENR! DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
1
EPA Form 3510-2A (Rev. 1-99).' Replaces EPA.forms 7550-6 & 7550-22. Page 9 of 22

Menzel,. Jeff
From:
Belnick, Tom
Sent:
Tuesday, March 20, 2012 6:39 PM ,
To:
Haynes, Keith
Cc:
Menzel, Jeff
Subject:
RE: Cliffside Sanitary District
Follow Up Flag:
Follow Up
Flag Status:
Flagged
Keith/Jeff- Cleaning my email (and desk) and found this. Doti't think we ever resolved if MAJOR or MINOR. I'm putting
all info into permit final for 2013 renewal, at which time we*W' ill change limits to reflect POTW status (rather than
industrial), and take a further look at MAJOR/MINOR designation:'-
Tom Belnick
Supervisor, Complex NPDES Permitting Unit
NC DENR/Division of Water'Quality
1617 Mail Service Center, Raleigh, NC 27699-1617
[phone]; fax [phone]
E-mail correspondence to and from this address is subject to tbe. North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Haynes, Keith
Sent: Wednesday, February22, 2012 1:15 PM
To: Belnick, Tom
Subject: FW: Cliffside Sanitary District
Keith [e-mail]
North Carolina Dept. of Environment and Natural. Resources= :::,'.
Asheville Regional Office
Division of Water Quality - Surface Water Protection,
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address maybe subject to the NC Public Records Law and may be
disclosed to third parties. i
From: Menzel, Jeff
Sent: Wednesday, February 22, 2012 10:32 AM
To: [e-mail]
Cc: Haynes, Keith
Subject: Cliffside Sanitary District
Mike,

Some things you all may want to consider for the Cliffside permit. From what I am nearing from Raleigh, the EPA is still
considering the facility a major based in the 1.75MGD classification. A few cost saving things to consider moving forward
would be downgrading the flow capacity so it would be considered a minor facility (less permit, fees/monitoring) also for
the next permit cycle some of the industrial parameters could possibly be dropped. You are also able to keep the current
classification but may have to move into the effluent sheet A2. in you permit if the average flows get up in the 0.05MGD
range. Please let me know if you have any questions or want to discuss. I can pay a visit down there if necessary.
• If they request drop in ultimate flow to below 1MGD (,and, no Pretreat program needed), they will not be a Major
facility, and thus annual fees will be lower and no EPA review. But they would still be a Class 3 facility with
3/week monitoring.
• If they request drop in ultimate flow to 0.5 MGD or less, then they will be Minor facility, Class 2, with weekly
monitoring.
e
Thanks,
Jeff
Jeff Menzel - [e-mail]
North Carolina Dept. of Environment and Natural Resources
Asheville Regional Office
Division of Water Quality - Surface Water Protection Section
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
E-mail correspondence to and from this address may be subject to
the North Carolina Public Records Law and may be disclosed to third parties.

,Q� "FILE COPY
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
September 25, 2008
David Odom
Odom & Associates
152 E. Main Street
Forest City NC, 28043
William G. Ross, jr., Secretary
Coleen H. Sullins, Director
Subject: Cliffside Sanitary District WWTP
NPDES Permit NC0004405
Rutherford County
Dear Mr. Odom:
This Office is in receipt of your letter dated' September 24, 2008 regarding the possible
request of additional flow for the subject facility. The Division of Water Quality would not
expect any problems with such a request; however, it should be noted -that this type of request
would result in a major permit modification, which include a change in effluent limitations. Also
of concern would the probable need for the sanitary district to develop and implement an
approved pretreatment program.
If you need additional information, or if you have any questions, please do not hesitate to
contact me at 828-296-4500.
Sincer y,
Keith Hayne .
Environmental Senior Specialist
Cc: PERCS Unit
Nose
VtCarolina
.ura!!l#
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone[phone] Customer Service
Asheville Regional Office Internet: www.ncwaterauality.org FAX: [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
x,

=�OF WgTFRQ
: �OCO
G
Mr. Barry W. Jones
Cliffside Sanitary District
P. O. Box.122
Cliffside, NC 28024
Dear Mr. Jones:
July 2, 2008
Michael F. Easley, Governor
William G. Ross Jr., Secretary,
North Carolina Department of Environment and Natural Resources
" Coleen-H: Sullins; -Director
Division of Water Quality
JUL —a 2008
WATER QUALITY SECTION
ASHEVILLE REGIONAL 0 -r-
Subject: Draft NPDES Permit
Permit No. NC0004405
Cliffside Sanitary District WWTP
Rutherford County ' -
Enclosed with this letter is a copy of a draft permit for the Cliffside Sanitary District
Wastewater Treatment Plant (WWTP). ' Please review .the draft very carefully to ensure thorough
understanding of the -conditions and requirements it contains.
This draft NPDES permit contains the following changes from your current permit:
➢ The effluent limits for the BOD5i COD, TSS, sulfide, phenols and chromium have' been
reduced to reflect the actual five year production data of Cone Jacquard Textile Plant.
These limits were developed on the basis of Federal Effluent guidelines on textile mills
point source category (40-CFR Part 410).,
➢ A 24-hour fathead minnow acute toxicity pass/fail toxicity testing requirement has been
added to this permit because of the 50,000 gallons per day phase limit.
Please submit any comments to me no later than August '15, 2008. Comments should be sent
to the address listed at the bottom of this page. If no adverse comments are received from the public or
from you, this permit will likely be issued in August, with an effective date of October 1, 2008. If you
have any questions or comments concerning this draft permit, you may contact me at the telephone
number [phone] ext-508.
Sincerely,
0CA(,r-*1---,
Agyeman Adu-Poku
Environmental Engineer
NPDES Western Program
cc: NPDES Unit File
sh�ev 1 RMR,41-0ice%Surface Water Protection
EPA -Region IV
AquaticToxicology 'Unit. None hcarolina
Aatura!!y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwaterquality.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer —50% Recycled/10%o Post Consumer Paper

CliffsideSanitary District WWTP
136 Hawkins -Loop Road
- • - Cliffside,�North Carolina
Rutherford County
to receiving waters designated, as, Second Broad River. in the Broad:River Basin
in accordance with effluent limitations ,= monitoring requirements, and other conditions -set forth in Parts
I, II, III"and IV hereof. .
This: permit shall become "effective
This permit and authorization to discharge shall expire'at midnight on July 31, 2013.
Signed this'day
DRAFT
Coleen H. Sullins, Director. .
Division of Water Quality
By Authority of the Environmental Management Commission

. T
_.__r
Perrnit NC0004405'
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under
the permit conditions, requirements, terms, and provisions included herein.
The Cliffside Sanitary District is hereby authorized to:
1. Continue to operate an existing 1.75 MGD wastewater treatment plant consisting of:
• Pump station and bar screen
Extended aeration basin
Dual final clarification
Aqua disk filter
• Chlorination, effluent reaeration, and dechlorination
• Sludge storage tank
The facility is located at 136 Hawkins Loop Road, Cliffside, Rutherford County.
Flow to the plant will be limited to -0.050 MGD at this time, based on the current domestic
contribution to the plant. Should annual average flow reaches eighty percent (80%) of 0.050
MGD (approximately 0.040 MGD), then Cliffside Sanitary District shall meet the limits
presented in A. (2).
2. Discharge wastewater from said treatment works at the location specified on the attached map
into the Second Broad River which is classified C waters in the Broad River Basin.

Permit NC0004405
A. (L) EFFLUENT LIMITATIONS AND.MONITORING REQUIREMENTS
During, the period .beginning on the effective date of this permit and lasting until .expiration or flow exceeding
0.05. MGD,. the Pennittee is authorized to discharge from outfall 001. Such discharges .shall be limited and.
monitored by. the. Pennittee as specified below:
EFFLUENT r r
x Limits �,' t�
; ti x ' Monitoring Requirements r ; f
41
CHARACTERISThe-S
3
F 'h iT�'1 r
ftY
C 2t ,s- V 3l
ih
easurement ,Sample Type, ; � � Sample,
'C i3� �} � 4 i,
�Y-][` }
E't Y ✓T7Q��� E Jlll.S M1 �� �t�"k 1 �W
Y{ . ] I � £. \ A ail 2Ly X V� {
Maximum
✓'f £. n+* P 9,. �A
li k J,5
,5,
zNAverage x
Locations.
Flow
0.050 MGD
Continuous .
Recording
I or E
BOD, 5-day (209C)
113.71bs/day
225.21bs/day
Weekly
Composite
E.
COD
1344.2lbs/day_
2688.4lbs/day
Weekly
Composite
E
Total Suspended'Solids
291.71bs/day.
581.3 lbs/day
Weekly
Composite
E
Fecal Coliform (geometric
200/100 nil
400/100 ml
Weekly
Grab
E
mean)
Total Residual.Chlorine
28 µg/L
3/Week
Grab
E
Temperature
3/Week
Grab
E
Total Nitrogen
Quarterly
Composite
E
Total Phosphorus
Quarterly
Composite
E
pH
3/Week
Grab
E
Sulfide
3.6lbs/day
7.2lbs/day
Semi-annually
Grab
E
Phenols
1--.81bs/day
3.61bs/day
Semi-annually
Grab
E
Total Chromium
0.43 lbs/day
Semi-annually
Composite
E
Total Copper
Semi-annually
Composite
E
Total Zinc
Semi-annually.
Composite
E
Whole Effluent Toxicity4
Quarterly
Composite
E
Notes:
1. Sample Locations: E- Effluent, I- Influent
2. For a given wastewater sample, TN = TKN + NO3-N + NOZ-N,,where TN is total nitrogen, TKN is total Kjeldahl Nitrogen, and
NO3-N and NO2-N are nitrate and nitrite nitrogen, respectively.
3. The pH shall not be less than 6.0 standard units -nor greater than 9.0 standard units.
4. Whole effluent toxicity (Fathead Minnow) P/F at 0.12 %; January, April, July and October [see A. (3.)].
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC0004405
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning when the flow is greater than 0.05 MGD and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
uEFFLUENT 5' t' ' ; Limits} N ' ��{ rlydK
x b,' k r
rmg
mt0 equtrements ,
CHARACTERISTICS'
r 35 b
F
�M
°{ s m
r X'; C!
{ Q
� ''MOnthlyf�$ d �
Y `y
, ;Daily �w
i . , t I'%5t`t
Measurement
1 '1,`;
Sam le T e
' Y� p�i
Sample t
F'jNr r 4
. r 2 C
l> Average
k
;; Mamum
a '3
Frequency f
Eti� t
r:: .. i.
jrLocationl `'
.�... ..:.
. . $c
.,
{;
Flow
1.75 MGD
Continuous
Recording
1 or E
BOD, 5-day (20°C)
113.7 lbs/day
225.2 lbs/day
3/Weekly
Composite
E
COD
1344.2lbs/day
2688.41bs/day
3/Weekly
Composite
E
Total Suspended Solids
291.7 lbs/day
581.31bs/day
3/Weekly
Composite
E
Fecal Coliform (geometric
200/100.ml
400/100 nil
3/Weekly
Grab
E
mean)
Total Residual Chlorine
28 µg/L
3/Week
Grab
E
Temperature
3/Week
Grab
E
Total Nitrogen
Quarterly
Composite
E
Total Phosphorus
Quarterly
Composite
E
pHs
3/Week
Grab
E
Sulfide
3.61bs/day
7.21bs/day
Weekly
Grab
E
Phenols
1.8 lbs/day
3.6 lbs/day
Weekly
Grab,
E
Total Chromium
0.43 lbs/day
Weekly
Composite
E
Total Copper
2/Month
Composite
E
Total Zinc
2/Month
Composite
E
Whole Effluent Toxicity4
Quarterly
Composite
E
Notes:
1. Sample Locations: E- Effluent, I- Influent
2. For a given wastewater sample, TN = TKN + NO3-N + NOZ-N, where TN is total nitrogen, TKN is total Kjeldahl Nitrogen, and
NO3-N and NO2-N are nitrate and nitrite nitrogen, respectively.
3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
4. Whole effluent toxicity (Ceriodaphnia). P/F at 4.2 "/o; January, April, July and October [see A. (4)].

Permit NC0004405
A. (3.) ACUTE TOXICITY PASS/FAIL PERMIT LIMIT (Quarterly)
The permittee shall conduct acute toxicity tests on a quarterly basis using protocols defined in the North Carolina Procedure
Document entitled "Pass/Fail Methodology For Determining Acute Toxicity In A Single Effluent Concentration" (Revised
July, 1992 or subsequent versions). The monitoring shall be performed as a Fathead Minnow 24-hour static test. The
effluent concentration at which there may be at no time significant acute mortality is 0.12% (defined as treatment two in the
procedure document). Effluent samples for self -monitoring purposes must be obtained during representative effluent
discharge below all waste treatment. The tests will be performed during the months of January, April, July and October.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form
(MR-1) for the month in which it was performed, using the parameter code TGE311. Additionally, DWQ Form AT-2
(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
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in association
withthe toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity sample must be
measured and reported if chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the permittee
will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit
number, pipe number; county, and the month/year of the report with the notation of "No Flow" in the comment area of the
form. The report shall be submitted to the Environmental Sciences Branch at the address cited above.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will begin
immediately until such time that a single test is passed. Upon passing, this monthly test requirement will revert to quarterly in
the months specified above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, then monthly monitoring will
begin immediately until such time thaf a single -test is passed. Upon passing, this monthly test requirement will revert to
quarterly in the months specified above.
Should any test data from either these monitoring requirements or tests performed by the North Carolina Division of Water
Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate
monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival 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 NC0004405
A. (4.) CHRONIC TOXICITY PERMIT LIMIT (Quarterly)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodaphnia
dubia at an effluent concentration of 4.2 %. -
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North Carolina
Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina. .
Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The tests will be
performed during the months of January, April, July 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 11 Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest concentration
having no detectable impairment of reproduction or survival and the lowest concentration that does have a detectable
impairment of reproduction or survival. The definition of "detectable impairment," collection methods, exposure regimes,
and further statistical methods are specified in: the "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring Form
(MR-1) for the months in which tests were performed, using the parameter code TGP3B for the pass/fail results and THP313
for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the following address:
Attention: NC DENR / DWQ / Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with'the Environmental Sciences Section no later than 30 days after the
end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all concentration/response
data, and be certified by laboratory supervisor and ORC or approved designate signature. Total residual chlorine of the
effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the pemuttee
will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit
number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the
form. The report shall be submitted to the Environmental Sciences Branch at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be required
during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality
indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include alternate monitoring
requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an
invalid test and will require immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.

summary:: The Cliffside Sanitary District WWTP is a publicly owned treatment works which treats
45% industrial wastes and•55%o domestic wastes.. Cone Jacquards fabrics discharges the industrial
component of the waste stream. Cone Jacquards' manufacturing operations include slashing,.boHer.
and weaving.::
Facility Description: Domestic waste from 90 residential and commercial connections
(approximately 30,000 gpd) is treated at the Cliffside Sanitary District WWTP. The WWTP is
Iodated, approximately 1.5 miles from the manufacturing site. The treatment system consists of a
pump station and bar screen, extended. aeration basin with 13 mechanical aerators,`- two., final
clarifiers, three Aqua disk,filters, tablet chlorination and dechlorination and post -aeration tank.
Basin Plan: The area in the Second Broad River where the discharge is located was not sampled
for. the current Basin plan report. In general the�Second Broad- River is classified as Good -Fair in
this sub -basin. Water chemistry samples were collected monthly from a site on the Second Broad
River.at .
Cliffside. Results at this site indicated good water quality with the exception of turbidity and
iron. Fourteen percent of the.turbidity. observations collected between 1996 and 2000 at this site
- exceeded•the state standard of 50•NTU and the highest turbidity value (380 NTU) of all the
stations. Iron is a common element in clay soils; therefore, elevated concentrations may reflect the '
geochemistry•of the watershed. (Broad River Basinwide Water Quality.Plan, 2003). -
DMR Review:.. DMR data was reviewed for the period of January 2006 to December 2007:.
Average flow was 0.03 MGD. BOD averaged 5.24 Ibs/day, and COD averaged �38.35 Ibs/day.
Phenol averaged 0.01 Ibs/day,'Chromium averaged 0.083 Ibs/day and Total Sulfide averaged 0.02 .
Ibs/day.
Fact Sheet
NPDES NC0004405
Renewal
Page=1

d �f
WHOLE EFFLUENT TOXICITY (WET) TEST
Type of Toxicity Test: Acute/Chronic P/F '(Quarterly)
Existing.Lirnit: 001: Acute/Chronic P/F @ 0.12%/4.2%
Recommended Limit: 001: Acute/Chronic P/F @ 0.12%/4.2%
Monitoring Schedule: January, April, July, and. October
A 24-hour fathead minnow acute toxicity pass/fail toxicity, testing requirement has been
added to this permit because of the 50,000 gallons per day phase limit.
The permittee has- passed all the eighteen WET tests from January 2004-to April 2008. See the
attached WET testing summary.
PERMITTING STRATEGY/LIMITS DEVELOPMENT
Federal guidelines were used. to.calculate permit limits for BOD, COD, TSS, sulfides, chromium and
phenol. The applicable effluent guidelines are 40 CFR 410 Subpart D —Woven -Fabric Finishing
Subcategoryfor finishing; of Cone Jacquards. See the attached spreadsheet with the limits
calculations.. Long Perm` production was estimated as 16333 Ibs/day based on production for 2003
— 2007. BPT limits were the same as BAT limits with the exception of BOD5 and TSS limits.
Calculated limits were more stringent than the current actual limits. Based on the current discharge
data, the facility will meet; the new calculated limits. The limits will be changed to reflect the current
average flow -and production rates.
RPA .
RPA was -performed on chromium, copper and zinc. These parameters showed reasonable
potential to exceed water quality standard. The acute limit for chromium at a flow of 0.05 MGD was
more_ stringent than the federal effluent guideline limit therefore chromium Aaily maximum limit of
0.43 Ibs/day will be applied. Copper and zinc are action level parameters, so monitoring will be
_ continued -at the same frequency in the previous permit. This is because permiffee made prior
arrangement with the Division about the monitoring frequencies.
SUMMARY OF PROPOSED CHANGES
Modify. the the effluent limitation page to include 'new effluent limits based on federal
guidelines (40 CFR Part 410) See the attached spreadsheet for the details.
• Daily maximum limit of 0.43 Ibs/day for chromium will be applied based on the water
quality limit.
• A 24-hour fathead minnow acute toxicity pass/fail toxicity testing requirement has
been added to this permit because of the 50,000 gallons per day phase limit.
Fact Sheet
NPDES NC0004405 ,
Renewal
Page 2

Fact Sheet
NPDES-NC0004405
Renewal
- Page 3

Parameter-'.
Standard (mg/1)
Mthly ave Daily'max
Load (lb/day)
Mthly aVe Daily max.
90D
.301
45
4.251
6.38
TSS
301
45
4.251
6.38
Production Information
Effluent Guideline section:
Production units as per EG
Average Production
Daily maximum
41OSub Oarts: D and' &='I.,a,,.,
,lb
lb/1000 lb
16.333
16.333
EM'Gu'ideline Part'
Guideline limit
Allowable Load. (lb/d)
BPT or BAT
Parameter
Daily -max Mthly ave
-Daily max Mthly ave
and
.G,'Stock Yarn�
62
.34
-.111.06
55.53,
TSS,,-.
1.7.4
284.19
142.10
Fin'ishind"410.'72'BPT,,,,"
G ---.,Stock and Yarn :COD
�84.*.6
.3
1381.77
690.89
Finishing,410.73.13AT-46'
same. as BPT *,-,.,,,.
.except
BOD,and; TS,S, _..Sulfide1.96
0,24
3.92
Phenol-,
12
%0 . 06
1.96
0.98
Total -ChromiLim-,
0., 12
0,06
1.96
0.-98
D- Woovibh' Fabric`
BOD
,6.6
107.80
53.90
Fin'i§ . hing'.410.42(a)BPT
I TSS
7A
;
'R9
.290.73
145.36
­,'20
10,
326.66
163.33
4;10.43.,BAT,is same 'as..
BPT 'except BOD
COD,'
60
979.98
489.9,9
de
Sulfide
3.27
1.63
Phenols
0.1
:-0.05
1.63
0.82
Total Chromium
-,,0,
;�ft:O 05
1.63
0.82
Limits
Parameter
Daily max (lb/d)
Wthly ave
(lb/d)
BOD
225.2
113.7
TSS
581.3
291.7
COD,
2688.4
1344.2
Sulfides
7.2
3.6
1 Phenols
3.61
1.8
ITot Chromium
3.61
1_.8
j
Previous Limits
Parameter
Daily max
(lb/d)
Mthly ave
(lb/d)
BOD
2460.00
1080.00
TSS
2745.00
COD
._31746
13576
Sulfides
52.80
-'22.80
Phenols
45'ug/l..,
. `28-10
.Tot Chromium
45 mg/11

-'_-
IWC Calculations"
Cliffsde _WWTP
NCOG04405 .
Prepared By: Agyeman Adu-Poku,
NPDES Unit. _ -'
Entei` Design Flow (MGD):.
..0.05
:.
Enter.• s7Q10(cfs):
62.1
EnteK vu7Q10 (cfs):
91.2
Residual Chlorine
Ammonia.(NH3-as N)
_
(summer)
62.1 7Q10 (CFS)
62.1
DESIGN FLOW (MGD)
0.05 DESIGN FLOW (MGD)
6.05
=17EStGN:-FLOW ,(CFS)
0.0775 DESIGN FLOW (CFS) -
0;0775
STREAM STD (UG/L)
17.0 STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL.(1 0 - UPS BACKGROUND LEVEL
0.22
IWC;(%)
0.12 IWC (%)"
. 0.12
-Allowable Cone. (ug/1)
13639 Allowable Cone. (mg/1) .
626.0
'Ammonia (NH3 as N)
_
- -
(winter)
T
7Q10 (CFS)
91.2
Feca -Limit.
Not Required DESIGN FLOW (MGD)
0.05
(If D"31; Monitor),
DESIGN FLOW"(CFS)
-0.6775
(If.D.F <331; Limit)
STREAM -STD (MG/L)
1..8
Dilution Factor{DF)
802.29 UPS BACKGROUND LEVEL
0.22
-
IWC. (%)
0.08
Allowable. Cone. (mgll) '.
1861.1 "
Rule of tumb never give. small
facility <2 ug/L of NH3
NPDES Servor/Current Versions/IWC

IWC Calculations
Cliffside WWTP .
N00004405
'
Prepared By: Agyeman Adu-Poku, NPDES Unit
;
Enter Design Flow (MGD):
1.75
Enter s7Q10(cfs): '
62.1
Enter w7Q10 (cfs):
91.2
Residual Chlorine'...
Ammonia (NH3 as N)
(summer)
7Q10 (CFS)
62.1.,
7Q10 (CFS)
62.1
DESIGN FLOW .(MGD)
1.75.
DESIGN FLOW (MGD) '
.
DESIGN FLOW (CFS)
2.7125 .
DESIGN FLOW. (CFS)
.712
2.7125
-STREAM STD (UG/L)
17.0
STREAM STD (MG/L).
1.0
UPS BACKGROUND LEVEL (1
0
UPS BACKGROUND LEVEL
. 0.22
IWC (%)
4.19
IWC (%)
4.19 '
Allowable Conc. (ugll)
406
Allowable Conc. (mg/t) -
18.9 -
Ammonia (NH3 as N)
(winter)
7Q10 (CFS)
91.2
Fecal Limit
200/100ml
DESIGN FLOW (MGD)
1.75.
(If-DF >331; Monitor)
DESIGN FLOW (CFS)
2.7125
(If DF <331; Limit)
STREAM STD (MG/L)
1.8
Dilution Factor (DF)
23.89
UPS BACKGROUND LEVEL
0.22
IWC (%)
2.89 .
Allowable Conc. (ing/I)
54.9
Rule of tumb never give small facility <2 ug/L of NH3
NPDES Servor/Current Versions/IWC ,

Table 1. Project Information Table 2 Parameters of Concern
Name Type , Chronic Modifier Acute PQL ..Units
Facility Name
WWTP Grade
NPDES Permit
Outfall
Flow, Qw (MGD)
Receiving Stream
Stream Class
7Q10s (cfs)
7610w (cfs) .
30Q2 (cfs)
QA _(cfs)
Time Period
Data Source(s)
- .Cliffside WWTP , �; 4
NC0004406'
001 _
0;05
;Second Broad River,
t t
3
�.
x
t -Y
3120� to
January' 2006 ;- 13ecember,2007 t
APPLICATION
Par01
Par02
Par03
Par04
Par05
Par06
Par07
Par08
Par10
Par1.1
Part .
Part
Part
=. Part
Chromium '
2-
3-
4 NC `
0 05
1'.022
mg/L
Copper
NCr,'
D 007
AL :.
0.007
mg/L
' r4 Zinc ^
NC''
005
AL
0.067,
mg/L
�:.
S �
f )
'
T
' F
✓ r a � qrx `Y � o
p t
]
.�
npdes rpa.xis, input
6/26/2008

REASONABLE POTENTIAL ANALYSIS
Cliffside WWTP - Outfall 001
NC0004405'Qw =_0.05 MGD
Time Period January 2006 - December 2007'
Qw (MGD) 0.05 WWTP Class III
7Q10S (cfs) .62.1 IWC (%) @ 7Q10S 0.1246
7Q10W (cfs), 91.2 @ 7Q10W 0.0849
3dQ2 (cls) 0 Q 30Q2 100
Avg. Stream Flow, QA (cls) 312 @ QA 0.0248
Recbing Stream Second Broad River. Stream Class C
STANDARDS &
PARAMETER
TYPE
CRITERIA (2)
PQL
Units
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
NCWQSI Y.FAV/
n ffDot Max FredCw AllowableCw
(1)
Chronic Acute
Acute: 1.022
t &
'Chromium
NC
0.05 1.022'
mg/L
35. 9
13.86
RP apply acute hind o-�Ht 022.mgfL
_ _ _
Chronic 40.11
Acute: 0.0073
NC
0.007 AL 0.0073
mg/L
17 17
0.42
Actian.levelparameterContinuemo Ito'ng
Copper
_ _ _
Chronic 5.62
Acute: 0.067F,
�*'2 a 3' :. } 11 _ `'
Zinc
NC
0.05 AL 0.067
mg/L
17 16
- 1.08.
Action level parameterContfnuemondoring- �'4'y:
______
Chronic 40.11
npdes rpa.xls, rpa
6/26/2008

S
REASONABLE POTENTIAL ANALYSIS
Chromium
Copper
Date
Data
BDL=1/2DL
Results
Date
Data
BDL=1/2DL
Results
1 4.Jar 2006
0:0124
0.012
Std Dev.
0.5585
1 4-Ja 2006
0:052
0.1
Std Dev. 0.0238
211-Jao-2006
0.6496
0.050
Mean
0.0989
21e-Ja Zoos
0:1
0.1
Mean 0.0184
3 16aao-2006
.0.0496
0.050
C.V.
5.6453
3 6-Feb-2006
0.01`
0.0
C.V. 1.2940
4 25Jao-2006
0.0031
0.003
n
35
4 22-Feb-2006
0.0064,
0.0
n 17
5 1 Feb zoos
j 0:0008:
0.001
/
5 6-roar-2006
? '0008;
0.0
6 8-Feb-2006
" 0.0021-
0.001
Mult Factor =
4.1900
6 22-rear-2006
'0:017
0.0
Mult Factor = 4.1900
7 1s-Feb-2006
0.0008
0.001
Max. Value
3.3 mg1l.
7 5-Aw-2006
0.009
0.0
Max. Value 0.1 m
8 22-Feb-2006
.0.0207
0.010
Max. Pred Cw
13.9 mg/L
8 19-Apr-2006
0.0007,
0.0
Max. Pred Cw 0.4 mg!
9 1-near-2006
;A0207'
0.010
9 3-May-2006
0.0066
0.0
10 8-Mar-2006
=0i0008
0.000
10 17-May-2006
fs ,0'.0079
0.0
1115-Mar-2006
,-00031
0.004
117-�u.2006
0.006
0.0
12 22-Mar-2006
:,0i0008,
0.000
12 21-Ji 200
t . -- 0.014
0.0
13 29-Mar-2006
� 0..0008
0.000
13 WuM06
0.011=
0.0
14 5-Apr-20m
i'0.0008
0.000
14 2s-3w-2006
" 0.018
0.0
15 12-npr-2006
10.0008.
0.000
15 9-Aw-2006
0:01 T
0.0
161"pr-2006
,,b.0008`
0.000
1610-May-2007
r'0,019
0.0
17 26-Apr-20o6
;' 0.0008,
0.000
17 1-Now2007
0:013;
0.0
18 3-May-2006
''OA008
. 0.000
19 10-May2008
r 0.0008:
0.000
19
20 17-May-2006
10.0008
0.000
20 r '. }
21 24May2oo6
10.0008'
0.000
21 = »: �:;-,•.,.I,Y
22 31-May2006
0.0008
0.000
22
23 7 1uo-20o6
c 0.0008-
0.000
23
24 14-wo-2oos0.0008
0.000
24
25 21-Ju 20o6
-0.0008
0.000
25
26 zs-JuTMzOos
3.3077;
3.308
26
27 w&zoos
O D008
0.000
27
28 12-ja2006
0:0008t
0.000
28 r =
29 19auF2006
t 0.0008,
0.000
29
30 26J&20o6
1'60008'
0.000
30
31 2-Aug-2oos
0:0021':
0.002
31
32 9-Aug-2006
0 0012:
0.001
32 t
y
33lsaug-20o6
0:0012'
0.001
33
3414May2007
;:0.0012
0.001
34
351-Now2007
`,0:001T
0.001
35 " F
36
,
36 ,
37 4
38 z
37 sirs
38 �✓ z t, r
:x
§
t
39 �'
39 ,
40 y-
40
41
,It
r
41
42
4 Y'
42
43 '
43
tt
44
Y
44 S
45
45
Y
46
47 =
48
47
48 ;i
-
49 :i
,...
49 F l
{
50
50
wg
`r
52
52
54 =
54
55
55 '`
y
56
56 '
57
57
58
4
58
59
59 , ` a ,
60
_
60
199 ; ; ,'
199 r '.
,
200 '
200 -
i8
npdes rpa.xls, data
6/26/2008

Date
I 44ao-2006
2 1 "an2006
3 8-Feb-2006
4 22-Feb-2006
5 B-Mar-2006
6 22-Mar-2006
7 5-Apr-2006
8 19-A.pr-21006
9 3-May-2006
10 17-Ma)-2006
11 7%,�—MD6
12 214�M 2
13 J.112, j .
14 2&Jui-2008
15 9M-AU-9-2006
16 10-May-21007
17 I-NOv 2007
19
20
21
IA
2 4•
-7
26
27
28
29
30
31
33
34
35
36
37
38
40•
41
42
43
44
45
46
47
48 Z�
49
50
51
52
53
54
55
56
57
58
59
60
199
200
REASONABLE POTENTIAL ANALYSIS
Zinc
Data
BDL=1/2DL
Results
025
03
Std Dev.
0.19
0,2
Mean
0.066
0.1
C.V.
0.064
0.1
n
0.059
0.1
0.062
0.1
Mult Factor
0.053
0.1
Max. Value
0.036
0.0
Max. Pred Cw
0.022
0.02
0.026
0.03
0.01
0.005
0.026
0.03
0.016
0.02
0.024
0.02
0.04
0.04
0.072
0.02
0.012
0.01
0.0651
0.0572
1.1366
17
4.3300
0.3
1.1
1
2
3
4
5
6
7
8
9
10
11
12
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
199
200
C
-2-
npdes rpa.)ds, data
6/26/2008

, Cliffside WWTP
NC0004405-
Q01 f, 7��,.
NK
Second Broad River `
zY
h f
* d %�jr f t � H.I � fT �tt�q� t Ik tc(` �� .JP ,j li'� t r'•s !-ha "'" t 4 t
i.
r5312 OrA�f ,rt•} �'z`�`.±tY..
January 2006 ,Deceiilb`er
DMR
BIMS 4,
�i, APPL` ICATION
�- h 7
Par01
Par02
Par03
:Par04
'Par05
Par06
Par07
}Par08
•• :. •Par09
Par10
Par11_
h'Par12
`Par13
Par14
Par15
Chromium
0 05
a�
1 022
mg%L:
r
Q 007
,. AL
0 007
mg/L-
t
Zinc
NC
0 0 52,
067
mg%L'
a trti k
r
r
rje t
.{� a x`, {}t .1�3+` t� �
✓aY r..r
t
�u
rz
Gl IkFi� '�. Get..-' •; }�..
5 f.;l
=
d
rc
ram-°i
npdes rpa-1.75MGD.xls, input
6/26/2008
M

REASONABLE POTENTIAL ANALYSIS
Cliffside VWllTP
Outfall 001
NC0004405
Qw = 1.75 MGD
Time Period January 2006,- December 2007
Qw (MGD) 1.75
WWTP Class IIF
7Q10S (cfs) 62.1
IWC (%) @ 7010S 4.1851
7Q10W (cfs) 91.2
@ 7Q10W . 2.8883
30Q2 (cfs) 0
@ 30Q2 100
Avg. Stream Flow, QA (cfs) .312
@ QA 0.8619
RecYing Stream Second Broad River
Stream Class C
STANDARDS &
.PARAMETER
TYPE
' CRITERIA(2)
PQL
Units
REASONABLE POTENTIAL RESULTS
RECOMMENDED ACTION
NCWQS/ %FAW.
a #Del. Max PredCw AllowableCw
(1)
chronic Acute
Acute: 1.022.
a �;
Chromium
NC'
0.05 1.022
mglL
35 9
13.86
_
RP apply acute limn of 1 022mg/L = f
_ _ _ _
Chronic:
Acute: 0.0073
6.007 AL 0.0073
mg/L
17 17
0.42
Actlon level parameter continue mombonngr r
Copper.
NC
--
_ _ _
_
Chronic 0.17
l �9, 5 ' ik r ,x y�i°,F •i:
Acute: 0.067
i
NC
0.05 AL 0.067
mglL
17 16
1.08
Action level parameter continue mondodng `3 a;
Zinc
_ _ _ _ _ _ _
Chronic 1.19
•
7.6'� � D ?+,e i fit' � � 'r E i- ir..,-��� �S y�,,dfv� ,��kz:,

s
REASONABLE POTENTIAL ANALYSIS
Chromium
Copper
Date Data
BDL=1/2DL
Results
Date
Data
BDL=112DL
Results
1 4JarF20o6 -0.0124
0.012
Std Dev.
0.5585
1 4Jan2006
0.052'
0.1
Std Dev. 0.0238
2 11-Jao-2006 ' 0.0496.
0.050
Mean
0.0989
2 184ao-2006
O.P
0.1
Mean 0.0184
3 iwar�mw •'0.6496
0.050
C.V.
5.6453
3 6-Fea2606
.-- 0.01
0.0
C.V. 1.2940
4 264ao-2006 ,.0;0033,
0.003
n
35
4 22-Fen-2006
0.0064
0.0
n 17
5 1-Fen-2006 ;:0.0008
0.001
5 e-Mar-zoos
y
0.008
0.0
6 s-Fen-zoos < , 0.0021
0.001
Mult Factor =.
4.1900
6 22-Mar-2006
-0:017'
0.0
Mult Factor = 4.1900
7 15-Feb-2m .0.0008
0.001
Max. Value
3.3 mg/l.
7 5-Apr-zoos
0.009
0.0
Max. Value 0.1 m
8 22-Fea2oo6 .0:0207'
0.010
Max. Pred Cw
13.9 m
8 19-Apr-2006
0.0007
0.0
Max. Pred Cw - 0.4 rngfi
9 1-Mar-2006 < : 6.0207
0.010
9 3-May-2006
0.0066
0.0
10 6Mar-2oo6 ;0:0008
0.000
10 17-May2006
+
0.0079
0.0
11 15-Mar-2006 1,0.0037
- 0.004
11 Nun -zoos
0.006
0.0
12 22-Mar-2006 :'0.0008,
0.000
12 21-Jwn 2006
0.011
0.0
13 29-Mar-2006 < 0.00081
0.000
13 5.mt-2o0s
-0.0111
0.0
14 5-Apr-2006 0;0008-
0.000
14 2rJul-2006
0.018
0.0
15 124w-20m < ,0:0008,
0.000
15 g-Aug-zoos
0.017
0.0
1619,-Apr-2006 < Z0:0008
0.000
1610-May-2oo7
0.019'
0.0
17 26Apr-2oo6 < �:0 0008;
0.000
17 1-NOwW07
: 0.013:
0.0
18 3May2006 i'0.00081
0.000
18
19 10-May-2006 0 0008J
0.000
19
2017-May-2006 0:0008�
0.000
20
21 24-Mayzoo6 ;OVpoba!
0.000
21
22 31-Mar2006 omd
0.000
22 " 3'
23 7-juo-2006 0 0008.:
0.000
23 .-
24 14:Ju 2006 ,0.0006j
0.000
24
25 21-Aw2006 00008
0.000
25
26 26Ju*-2006 3 307�7
3.308
26
27 5 IuFz006 0.004'!
0.000
27
28 12,1uF2006 < t 0 0008'
0.000
28 - '',
` J
29 1sJd-2008 < t 0;0008
0.000
29 .' "C
_
30 26-Jd-2006 10:000&
0.000
30 :r"'
31 2-Aua-2006 0A02'f;
. 0.002
31
32 0-Aug-2006 < 0 0012=
0.001
32
x
33 16-Aug-2006 < z 0 001Z
0.001
33
34 10may-2007 0.0012f
0.001
34 r
351-raow2007 < it.001T
0.001
36 h
36 3
_,
37
37
39 1.
39 ,1
: r:
40 M
40' '•€
4
_
41 r- , t5
41.i,;
,
42
42
43
43
44
44
45
45
46
46 a {
47'` r
47
i
48 fi
48
'
49 v`
49 ^ 1
50
50 g
J
51 '..,
51
52 •
52
54 ' t�
54'
55;<
55
56 ."
56
57 4�
57
58
58 -
44.
60
199
60
199 ,.
200H
200 •
npdes rpa-1.75MGD.xIs, data
-1 6/26/2008

f
REASONABLE POTENTIAL ANALYSIS
Zinc
Date
Data .
BDL=1/2DL
Results
1 44ao-2006
025
0.3
Std Dev.
0.0651
2 18-Ja 2006
•0.19
0.2
Mean
0.0572
3 6-Feb20w
0.066
0.1
C.V.
1.1366
4 zz-Feo-zoos
t 0.064
0.1
n
17
5 8-Mar-2006
0.059
0.1
6 22-Mar-2006
0.062
0.1
Mult Factor =
4.3300
7 5-Apr-2w6
0.053
0.1
Max. Value
0.3 mg/L
8 19-Apr-2006
0.036
0.0
Max. Pred Cw
1.1 mg/L
9 3-May-2006
0.022
0.02
1017-May-2006
0.026
0.03
117,nar2006
< 0.01
0.0D5
12 2141 2006
0.026
0.03
13 5,1uFz006
0.016
0.02
14 26Ju6-2006
0.024
0.02
15 9-Aug-2006
0.04
0.04
1610-May-2007
0.022
0.02
171-Nav2007
�j• 0.012_
0.01
18 -
5 -
19
20
n
21 r
�.
22
r
23 5
24.
�'
25 , _
;
26 ..;i'
28 v
a2
30
1
332
s
33-
34
35 i
36
37 w
38.
39
40 r
41r'
42y
43
44
45
46
47
48._
49
r
50 .
51
52'
53
i
54 "•
55
56
.57
58
59
60
199 ;
200;a
npdes rpa-1.75MGD.xis, data
2 - 6/26/2008

s
Permit
Month
Day
Year
Comment Parameter
UoM
Value
NCOOD4405
1
3
2006
00310- BOD, 5-Day (20 Deg. C)
Ibs/day
9.6
NCOOD4405
- 1
4
2006
00310- BOD. S-Day (20 Deg. C)
Ibs/day
2.2
NC0004405
1
5
2006
00310- BOD, 5-Day (20 Deg. C)
Ibs/day
2.8
NC0004405
1
10
2006'
00310- BCD, 5-D2y (20 Deg. C)
Ibs/day
.4.7
NCOOD4405
1
11
2006
00310- BOD, 5-Day (20 Deg. C)
Ibs/day
_
6.2 `
NCOOD4405
1
12
2006
00310- BOD, 5-Day (20 Deg. C)
Ibs/day
7.4
NC0004405
1
17
2006
00310 - BOD, 5-Day (20 Deg. C)
ibs/day
18.8
NCOOD4405
1
18
2006
00310- BCD, 5-Day (20 Deg. C)
Ibs/day
15.7
NCOD04405
1
19
2DD6
00310- BOD, 5-Day (20 Deg. C)
Ibs/day
17.8
NCOOD4405
1
24
2006
00310- SOD, 5-Day (20 Deg. C)
Ibs(day
14.1
NC00044D5
1
25
2008
00310- BOD, 5-Day (20 Deg. C)
Ibs/day
11.8
NC0004405
1
26
2008
00310- BOD, S-Day (20 Deg. C)
Ibs/day
14•
NC0004405
1
31
2008
00310- BOD, 5-Day (20 Deg: C)
Ibs/day
2.1
NC0004405
2
1
2008
00310 - SOD, S-Day (20 Deg. C)
Ibs/day
1.
NCDO04405
2
2
2006
D0310- BOD, 5-Day (20 Deg. C)
Ibs/day
1.5
NCOGD4405
2
7
2008
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
2.9 ,
NC0004405
2
8
20DO
00310 - BOD, S-Day (20 Deg. C)
Ibs/day
22
NCOD04405
. 2
9
2008
00310- BOD, 5-Day (20 Deg. C)
Ibs/day
1.3
NC0004405
2
14
2006
00310 - BOD, 5-Day (20 Deg. C)
ibs/day
0.7
NCOOD4405
2
15
2006
00310 - BOD, 5-Day (20 Deg. C)
ibs/day
0.9 ,
NCOOD4405
2
' 16
2006
00310- SOD, 5-Day (20 Deg. C)
Ibs/day
1.1
NCOOD4405
2
21
2008
00310 - BOD, 5-Day (20 Deg. C)
ItWday
1.2
NCOOD4405
, 2
22
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
2.7
NC0004405
2
23
2006
00310 - BOD, 5-Day (20 Deg. C)
ibs/day
3.
NC0004405
2
28
2006
00310 - BOD, S-Day (20 Deg. C)
Ibs/day
1.1
NC0004405
3
1
2006
00310 - BOD, 5-Day (20 Deg. C)
ibs/day
1.8
NCOOD4405
3
2
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
1.9
NC0004405
3
, . 7
2006
00310 - SOD, 5-Day (20 Deg. C)
Ibs/day
1.3
NCOOD4405
3
8
2006
00310 - SOD, 5-Day (20 Deg. C)
Ibs/day
1.1
NC0004405
3
9
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibslday
1.5
NCODD4405
3
14
20DO
00310-BOD, 5-Day (20 Deg. C)
Ibs/day
5.7
NCOOD4405
3,
15
2D08
.00310 - BOD, S-Day (20 Deg. C)
ibs/day
6.8
' NC0004405
3
16
2000
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
8.9
NCOOD4405
3
21
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
9.1
NC0004405
3
22
2006
00310-BOD, 5-Day (20 Deg. C)
Ibs/day
4.6
NCOOD4405
3
23
2006
00310 - BOD, &Day (20 Deg. C)
-Ibs/day
2.0
NC0004405
3
28
2006
00310-SOD, 5-Da'y (20 Deg, C)
Ibs/day
0.9
NC0004405
3
29
2008,
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
0.7
NCOOD4405
3
30
2000
00310 - BOD, S-Day (20 Deg. C)
Ibs/day
42
NC0004405
4
4
2008
00310-BOD, 5-Day (20 Deg. C)
Ibs/day
4.4
NCOOD4405
4
5
2006
00310 -*BOD. S-Day (20 Deg. C)
Ibs/day
0.8
NCOOD4405
4
6
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
1.4
NCDO04405
4
11
2008
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
5.6
NCOOD4405
4
12
2D06
00310 - SOD, S-Day (20 Deg. C)
ibs/day
2.8
NCOOD4405
4
13
2008
00310-BOD, 5-Day (20 Deg. C)
Ibs/day
3.7
N000044DS
4
18
2006
00310 - BOO. 5-Day (20 Deg. C)
Ibs/day
2.1
NCDO04405
4
19
2D08
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
0.8
NC0004405
-4'
20
2008
00310-BOD, S-Day (20 Deg. C)
Ibs/day
5.5' ,
NCODD4405
4
25
2006
00310 - BOD, 5-Day (20 Deg. C)
ibs/day
4.9
NC0004405
4
26
2006
00310- BOD, 5-Day (20 Deg. C)
Ibs/day
2.8
NCOD04405
4
.27
2DD6
00310 - SOD, 5-Day (20 Deg. C)
ibs/day
2.5
NC0004405
5
2
2008
00310 - BOD, S-Day (20 Deg. C)
Ibs/day
5.2
NC0004405
5
3
2006
00310 - BOD, S-Day (20 Deg. C)
IlWday
32
NC0004405
5
4
2006
00310 - SOD, 5-Day (20 Deg. C)
Iba/day
2.8
NCOD04405
5
9
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibstday
5.8
NC00044D5
_ 5
10
2006
00310 - BOD, 5-Day (20 Deg. C)
ibs/day
5.4
NC0004405
5
11
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
6.2 '
NCOD04405
5
18
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
4.6
NC0004405
5
17
2006
00310 - SOD, 5-Day (20 Deg. C)
Ibs/day
0.9 '
NCDDD4405
5
18
2006
00310 - SOD, 5-Day (20 Deg. C)
Ibs/day
6.6
NC0004405
5
23
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
5.7
NC0004405
5 .
24
2006
00310 - BOD, 5-Day (2D Deg. C)
ibs/day
2.7
NCOOD4405
5
25
2006,
00310 - BOD, S-Day (20 Deg. C)
Ibs/day
3.1
NC00044DS
5
30
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
6.1
NCOOD4405
5
31
2006
00310 - SOD, S-Day (20 Deg. C)
Ibs/day
5, '
NCOD04405
6
1
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day.
82
NC0004405
8
6
20DO
D0310 - BOD, 5-Day (20 Deg. C)
Ibs/day
7.3
NC0004405
6
7
2006
00310 - BOD, 5-Day (20 Deg. C)
ibslday
6.9
NCOD04405
8
8
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
6.1

NC0004405
6
13
2006
00310 - BOO. 5-Day (20 Deg. C)
Ibslday
7.4
NC0004405
8
14
2006
00310 - BOD, SDay (20 Deg. C)
IDslday
2.
NC0004405
6
15
2006
0031 0- BOD, 6-Day 20 Deg. C)
Ibs/day
1.
NCOD04405
6
20
2006
00310 - BOO. SDay (20 Deg. C)
Ibs/day
18.3
NC0004405
6
21
20D6
00310 - BOD,.SDay (20 Deg. C)
ibs/day
19.7
N60004405
6
22
20D6
00310- BOD, 5-Day (20 Deg. C)
Ibs/day
13.5
NC0004405
6
28
2006
00310- BOD, 5-Day (20 Deg. C)
Ibstday
8.9
NCOD04405
6
29
2006
00310 - BOD, SDay (20 Deg. C)
Ibs/day
3.3
NC00D4405
a
30
2006
00310. BOD, 5-Day (20 Deg. C)
Ibs/day
5.3
NC00D4405
7
4
20D6
00310 - BOD, SDay (20 Deg. C)
ibs/day
. 2.
N00004405
7
5
2006
00310 - BOD, SDay (20 Deg. C)
Ibs/day
62
NC0004405.
7
6
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
4.4
NC0004405
7
12
2008
00310 - BOD, 5-Day (20 Deg. C)
- Ibs/day
7.7
NCOD04405
7
13
2006
00310 - BOD, SDay (20 Deg. C)
Ibs/day
6.
NC0004405
7
14
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibslday _
8.1
NC0004405
7
18
2006
D0310 - BOD, SDay (20 Deg. C)
Ibslday
10.1
NC0004405
7
19
2006
00310 - BOO, 5-Day (20 Deg. C)
Ibs/day
2.
NC0004405
7
20
2006
00310 - BOD, SDay (20 Deg. C)
Ibs/day _
1.7
NC0004405
7
25
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibslday
8.6
NC0004405
7
26
2006
00310 - BOD, 5-Day (20 Deg.C)
Ibslday
7.5
NC0004405
7
27
20D6
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
15.2
NC00D4405
8
1
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
6.8
NC0004405
8
2
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
5.1
NCOD04405
a
3
2006
00310 - SOD, 5-Day (20 Deg. C)
Ibs/day
5.1
NC0004405
8
8
2006
00310 - SOD, 5-Day (20 Deg. C)
Ibslday
3.8
NCOD04405
8
9
2006
00310 - BOD, SDay (20 Deg. C)
Ibslday
4.8
NC00D4405
8
10
2006
OD310 - BOD, 5-Day (20 Deg. C)
Ibs/day
25.7
NC0004405
8
15
2006
00310 - BOD, SDay (20 Deg. C)
Ibs/day
4.3
NC00D4405
a
16
2008
•00310 - BOD, SDay (20 Deg. C)
Ibs/day
1.6
NC0004405
8
17
2006
00310 - BOD, SDay (20 Deg. C)
Ibs/day
3.3
NC00D4405
6
24
2006
OD310 - BOD, SDay (20 Deg. C)
Ibs/day
2.5
NC00D4405
8
31
2DD6
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
1.5
NC0004405
9
7
2006
00310 - BOD, 6-Day (20 Deg. C)
Ibs/day
5.1
NC0004405
9
14
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
9.8
NC00D4405
9
21
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
27.8
NC0004405
9
28
2006
00310 - BOD, SDay (20 Deg. C)
Ibs/day
10.4
NC00D4405
10
5
2006
00316 - BOD, SDay (20 Deg. C)
Ibs/day
6.
NC0004405
10
12
2DD8
00310 - BOD, 5-Day (20 Deg. C)
Ibslday
7.7
NC0004405
10
19
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibslday
20.9
NC0004405
10
26
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibslday .
1.8
NC00D4405
11
2
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
1.8
NC0004405
11
9
20D6
00310- BOD, 5-Day (20 Deg. C)
Ibslday
9.
NC0004405
11
16
2006
00310 - BOD, SDay (20 Deg. C)
Ibs/day
20.8
NC0004405
11
21
2006
OD310 - BOD, 5-Day (20 Deg. C)
Ibs/day
1.1
NC0004405 -
11
30
2006
D0310 - BOD, 5-Day (20 Deg.-C)
Ibs/day
3.9
NC00D4405
12
7
20DS
00310 - BOD, SDay (20 Deg. C)
Ibs/day
3.4
NC0004405
12
14
20D6
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
2.2
NC0004405
12
21
20D6
00310. BOO. 6-Day (20 Deg. C)
Ibs/day
4.3
NC0004405
12
28
2006
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
4.3
NC0004405
1
4
2007
00310 - SOD, 5-Day(20 Deg. C)
Ibslday
4.5
NCOD04405
1
11
2007
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
0.9
NC0004405
1
18
2007
00310 - BOO. 5-Day (20 Deg. C)
Ibs/day
12
NC0004405
1
25
2007
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
0.95
NC0004405
1
31
2007
00310 - BOD, SDay (20 Deg. C)
Ibs/day
2.1
NC0004405
2
8
2007
00310 - SOD, SDay (20 Deg. C)
Ibs/day
3.1
NC0004405
2
15
2007
00310 - SOD, 5-Day (20 Deg. C)
Ibs/day
1.8
NC00D4405
2
22
2007
00310- SOD. SDay (20 Deg. C)
Ibs/day
13.7
NC00D4405
3
1
2007
00310- BOD, 5-Day (20 Deg. C)
Ibs/day
6.1
NCOOD4405
3
8
2D07
00310 - BOD, 5-Day (20 Deg. C)
Ibslday
7.
NC0004405
3
15
2007
00310 - BOD, 5-Day (20 Deg. C)
Ibslday
4.
NC0004405
3
22
2007
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
3.6
NC0004405
3
29
2007
00310 - BOD, 5-Day (20 Deg. C)
Ibslday
5.
NC0004405
4
5
2007
00310 - BOD, 5-Day (20 Deg. C)
Ibslday
3.8
NC0004405
4
12
2D07
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
6.2
NC0004405
4
19
2007
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
3.9
NC0004405
4
26
2007
00310- BOD, 6-Day (20 Deg..C)
fbs/day
1.9
NC0004405
5
3
2007
00310 - SOD. 5-Day (20 Deg. C)
Ibs/day
2.4
NC0004405
5
10
2007
OD310 - BOO, 6-Day (20 Deg.-C)
Ibs/day
3.
NC0004405
5
17
2007
00310 - BOD, SDay (20 Deg. C)
Ibs/day
28
NC0004405
5
24
2007
D0310 - BOD, SDay (20 Deg. C)
Ibslday
1.4

6
pi
NC0004405
5
31
2007
0310-BOD, 5-Day (20 Deg. C)
00310-BOD '
Ibs/day
2.8
NC0004405
.6
7
2007
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
1.6
NC0004405
8
14
2007
00310-BOD, 5-Day (20 Deg. C)
Ibsiday
1.7
NC0004405
6,
21
2007
00310-BOD, 5-Day (20 Deg. C)
Ibs/day
2.7
NC0004405
8
28
2007
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
18.7
NC0004405
7
5
2007
00310 - BOO, 5-Day (20 Deg. C)
Ibs/day
7.5
NCDO04405
7
12
2007
00310- BOD, 5-Day (20 Deg. C)
Ibs/day
3.4
NC0004405 ,
7
19
2007
00310- BCD, 5-Day (20 Deg. C)
Ibs/day
40.3
NC0004405
_ 7
26
2007
00310- BCD, 5-Day (20 Deg. C)
Ibslday
10.2
NC0004405
8
2
2007
00310- BOD, 5-Day (20 Deg. C)
Ibs/day
3.1
NC0004405
8
9
2007
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
1.2
NC0004405
8
16
2007
00310. BOD, 5-Day (20 Deg. C)
Ibs/day
2.9
NC0004405
8
23
2007
00310-BOD, 5-Day (20 Deg. C)
Ibs/day
2.
NC0004405
8
30
2007
00310- SOD, 5-Day (20 Deg. C)
Ibs/day
0.6
NC0004405
9
6
2007
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
0.33
NC0004405
9
13
2007
00310- BOD, 5-Day (20 Deg. C)
Ibs/day
0.54
NC0004405
9
20
2007
00310 - BOO, 5-Day (20 Deg. C)
Ibs/day
0.35
NC0004405
9
27
2007
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
0.92
NC0004405
10
4
2007
00310 - BOD, 5-0ay (20 Deg. C)
Ibs/day
1.1
NC0004405
10
11
2007
00310-BOD, 5-Day (20 Deg. C)
Ibs/day
1.
NC0004405
10
18.
2007
00310- BOD, 5-Day (20 Deg. C)
Ibs/day
1.3
NC0004405
10
25
2007
00310 - BOD, 5-Day (20 Deg. C) 4
Ibs/day
6.1
N00004405
11
1
2007
00310-BOD, 5-Day (20 Deg. C)
Ibs/day
0.28
NC0004405
11
6
2007,
00310 - SOD, 5-Day (20 Deg. C)
Ibs/day
0.03
NC0004405
11
15
2007
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
2.2
NC0004405
11
20
2007
00310- BOD, 5-Day (20 Deg. C)
Ibs/day
2.1
NC0004405
11
29
2007
00310- BCD, 5-Day (20 Deg. C)
Ibs/day
1.7
NC0004405
12
6
2007
00310- BOD, 6-Day (20 Deg. C)
Ibs/day
12
NC0004405
12
13
2007
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
2.8
NC0004405
12
20
2007
00310. BOD, 5-Day (20 Deg. C) _
Ibs/day
0.7
NC0004405
12
27
2D07
00310 - BOD, 5-Day (20 Deg. C)
Ibs/day
6.9
Average
=z=%`•
Max
g510 Ste'
Min -'Sm
NC0004405
2
1
2008
00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
16.
NC0004405
2
2
2006
00340- COD, Oxygen Demand. Chem. (High Level)
Ibs/day
25.4
NC0004405
2
7
2006
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
49.4
NC0004405
2
a
2006
00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
38.7
NC0004405
2
9
2008
00340 -COD, Oxygen Demand, Chem. (High Level)
Ibs/day
19.8
NC0004405
2
14
2008
00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
12.8
NC0004405
2
15
2006
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
16.
NC0004405
2
1e
2006
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day 1
16.3
N00004405
2
21
2006
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
18.7
NC0004405
2
22
2006
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
41.3
NC0004405
2
23
2006
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
36.3
NC0004405
2
28
20U8
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
12.5
NC0004405
3
1
2006
00340- COD, Oxygen Demand, Chem. (High Level)
IbsJday
22.7
NC0004405
3
2
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibslday
22.7
NCOM4405
3
7
2006
00340 - COD. Oxygen Demand, Chem. (High Level)
Ibslday
16.3
NC0004405
3
8
2006
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
13.3
NC0004405
3
9
2006
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
16.3
NCW04405
3
14
2006
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
84.6
NC0004405
3
15
200e
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
68.1
NC0004405
3
to
2008
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
91.7
NC0004405
3
21
2006
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
88.6
NC0004405
3
22
2006
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
44.4
NC0004405
3.
23
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibstday
20.6
NC0004405
3
28
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
ibs/day
9.
NC0004405
3
29
2006
00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
14.3
NC0004405
3
30
2006
00340 -COD, Oxygen Demand, Chem. (High Level)
Ibs/day
33.
NC0004405
5
2
2006
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
49.5
NC0004405
5
3
2006
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
33.1
NC0004405
5
4
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
23.4
NC0004405
5
9
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
32.1
NC0004405
5
10
2006
00340 -COD, Oxygen Demand, Chem. (High Level)
Us/day '-
34.9
NC0004405
5
11
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
38.1
NC0004405
5
16
2006
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
33.4
NC0004405
5
17
2006
00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
7.3
NC0004405
5
18
2006
00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
42.1
Pi

NCOD04405
5
23
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
47.7
NC0004405
- 5
24
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
23.8
NC0004405
5
25
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
dbs/day
26.9
NG0004405
5
30
2006
00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
34.5
NC0004405
5
31
2008
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
28.3
NC0004405
6
1
2006
D0340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
45.9
NC0004405
6
6
2006
0D340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
58.4
NC0004405
5
7
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibslday
53.9
NC0004405
6
8
2006
00340 -- COD, Oxygen Demand, Chem, (High Level)
Ibs/day
52.5
NC0004405
6
13
20D6
00340 - COD, Oxygen Demand, Chem. (High Level)
dbs/day
88.7
NC0004405
6
14
2008
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
24.1
NC00D4405
6
15
2008
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
51.7
NCOOD4405
6
20
2008
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
162.3
NC0004405
8
21
20M
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
104.9
NC0004405
8
22
2006
OD340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
106.3
NC0004405
a
27
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
233.5
NC0004405
6
28
20DO
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
101.9
NC0004405
6
29
20D8
00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
32.7
NC0004405
7
4
2006
0D340 - COD, Oxygen Demand, Chem. (High Level)
ibs/day
13.8
NC0004405
7
5
2006
00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
61.8
NC00D4405
7
6
2006
00340- COD, Oxygen Demand, Chem. (High Level)
ibs/day
48.
NCD004405
7
11
2006
D0340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
49.1
NC0004405
7
12
2000
00340- COD, Oxygen Demand, Chem. (High Level)
dbs/day
49.1
NC0004405
7
13
2006
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
19.8
NC0004405
7
18
2006
0D340 - COD, Oxygen Demand, Chem. (High Level)
dbs/day
28.2
NC000"Q5
7
19
2006
00340 - COD, Oxygen Demand. Chem. (High Level)
Ibs/day
26.
NCOD04405
7
20
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
8.5
NC0004405
7
25
20DO
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
25.9
NC0004405
7
26
2006
00340 - COD, Oxygen Demand. Chem. (High Level)
Ibs/day
44.
NC0004405
7
27
2008
OD340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
32.5
NC0004405
8
1
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
57.5
NCD004405
8
2
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
25.
NC0004405
8
3
2006
00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
37.4
NC0004405
B
8
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
41.7
NC00D4405
B
9
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
47.7
NC00D4405
B
10
2006
00340 -COD. Oxygen Demand, Chem. (High Level)
dbs/day
63.1
NC00D4405
8
15
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
47.7
- NC0004405
8
16
20DO
00340-COD, Oxygen Demand, Chem. (High Level)
dbs/day
24.
NC0004405
6
17
2006
00340- COD, Oxygen Demand, Chem. (High Level)
dbs/day
31.5
NC0004405
8
24
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
35.4
NC0004405
6
31
20D8
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
40.1
NC0004405
9
7
2006
00340- COD, Oxygen Demand, Chem. (High Level)
ibs/day
26.9
NCD004405
9
14
2006
00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
177.1
NCO004405
9
21
20DO
00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
88.8 .
NC0004405
9
2B
2006
0D340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
68.3
NCOOD4405
10
5
20M
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
33.4
NC0004405
Id
12
2006
D0340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
66.7
NC0004405
10
19
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
95.1
NC0004405
10
26
2006
00340 - COD, Oxygen Demand, Chem. (High Laval)
dbs/day
22.2
NC00D4405
11
2
2008
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
45.
NC0004405
11
9
2DD6
00340-COD, Oxygen Demand, Chem. (High Level)
dbs/day
66.6
NC0004405
11
16
2008
0D340 - COD, Oxygen Demand, Chem. (High Level)
dbs/day
304.2
NC0004405
11
21
2006
00340-COD, Oxygen Demand, Chem. (High Level)
dbs/day
10.5
NC0004405
11
30
2006
00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
23.8
NC0004405
12
7
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
dbs/day
15.2
NC0004405
12
14
2006
00340 - COD, Oxygen Demand, Chem. (High Level)
dbs/day
17.3
NC0004405
12
21
2006
00340- COD, Oxygen Demand, Chem. (High Level)
ibs/day
22.7
NCOOD4405
12
28
2006
00340- COD, Oxygen Demand, Chem. (High Level)
dbs/day
18.7
NC0004405
1
4
2007
00340 - COD, Oxygen Demand, Chem, (High Level)
Ibs/day
25.5
NC0004405
1
11
2007
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
8.7
NC0004405
1
18
2007
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
5.
NC0004405
1
25
2007
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
6.5
NC0004405
1
31
2007
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
12.
NC0004405
2
8
2007
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
14.7
NC0004405
2
15
2007
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
8.
NCODD4405
2
22
2007
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
45.5
NC0004405
3
1
2007
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
222
NC00D4405
3
8
2007
00340 - COD, Oxygen Demand, Chem. (High Level)
ibs/day
18.7
NC0004405
3
15
2007
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
23.4
NC0004405
3
22
2007
00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
32.

0
NC0004405
3
29
2007 00340. COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NCOD04405
4
5
2007 00340. COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NC0004405
4
12
2007 D0340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NC0004405
4
19
2007 00340. COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NC0004405 '
4
26
2007 0D340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NCOD04405
5
3
2007 00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NC0004405
5
10
2007 00340. COO. Oxygen Demand, Chem. (High Level)
Ibs/day
NCOOD4405
5
17
2007 00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NCOD04405
5
24.
2007 00340-COD, Oxygen Demand, Chem. (High Leval)
Ibs/day
NC0004405
5
31
2007 00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NC0004405
e
7
2007 00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
N00004405
6
14
2007 00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NCOD04405
8
21
2007 00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NC0004405
8
28
2007 00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NCOOD4405 -
7
5
2007 00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NCOOD4405
7
12
2007 OD340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NC0004405
7
19
2007 00340. COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NGDO04405
7
26
2007 00340. COD. Oxygen Demand, Chem. (High Level)
Ibs/day
NC0004405
8
2
2007 00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NCOOD4405
8
9
2007 00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NC0004405
8
18
2007 00340- COD, Oxygen Demand, Chem. (High Level)
ibs/day
NCOOD4405
8
23
2007 00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NCOOD4405
8
30
2007 00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NC0004405
9
6
2007 00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day _
NC0004405
9
13
2007 OD340-COD, Oxygen Demand, Chem. (High Level)
lbs/day
NC0004405
9
20
2007 00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NCOD04405
9
27
2007 00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NCOOD4405
10
4
2007 00340. COD, Oxygen Demand, Chem. (High Levey
Ibs/day
NC0004405
10
11
2007 00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NC0004405
10
18
2007 00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs(day
NC0004405
10
25
2007 00340-COD, Oxygen Demand, Chem. (High Level)
Ihslday
NCOOD4405
11
1
2007 00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NC0004405
11
8
2007 00340. COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NCOOD4405
11
15
2007 00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NCOD04405
11
20
2007 00340- COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NCOD04405
11
29
2007 00340-COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NC0004405
12
6
2007 00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NC0004405
12
13
2007 00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NCOD04405
12
20
2007 00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
NC0004405
12
27
2007 00340 - COD, Oxygen Demand, Chem. (High Level)
Ibs/day
Average
Mal
Min
NC0004405
1
4
2OD8 <0.02, 0.03, 00745- Sulfide, Total (as S)
Ibs/day
NC0004405
1
11
2006 <0.02, 0.03. 00745 - Sulfide. Total (as S)
Ibs/day
NCOD04405
1
18
2006 <0.02, 0.03. 00745 -Sulfide. Total (as S)
ibs/day
NCDD04405
1
25
2006 <0.02, 0.03. 00745 - Sulfide. Total (as S)
Ibs/day
NC0004405
2
1
20DO < 0.014. 0.0 00145 - Sulfide, Total (as S)
Ibs/day
NC0004405
2 -
8
2008 < 0.014, 0.0 00745 - Sulfide, Total (as S)
Ibs/day
NC0004405
2
15
2006 < 0.014, 0.0 00745 - Sulfide, Total (as S)
Ibs/day
NC0004405
2
.22
2008 < 0.014. 00 00745 - Sulfide, Total (as S)
Ibs/day
NCOOD4405
3
1
2008 <0.007, 0.0 00745-Sulfide, Total (as S)
Ibs/day
NC0004405
3
8
2006 < 0.007, 0.0 00745 - Sulfide, Total (as S)
Ibs/day
NC0004405 '
3
15
20D6 < 0.007. 0.0 00745 - Sulfide, Total (as S)
Ibs/day
NCOOD4405
3
22
2008 < 0.007. 0.0 00745 - Sulfide. Total (as S)
Ibs/day
NCOOD4405
3
29.
2006 < 0.007. 0.0 00745 - Sulfide, Total (as S)
Ibs/day
NCODD4405
4
5
2006 <0.002 <0.0 00745 - Sulfide, Total (as S)
' Ibstday
NC0004405
4
12
2006 <0.002<0.0 00745 - Sulfide, Total (as S)
Ibs/day
NC0004405
4
19
2006 <0.002 <0.0 00745 - Sulfide, Total (as S)
Ibs/day
NC0004405
4
26.
2006 <0.002,<0.0 00745 - Sulfide, Total (as S)
Ibs/day
NCOOD4405
5
3
2006 <0.009, <0.1 00745 - Sulfide, Total (as S)
Ibstday
NCOD04405
5
10
2006 <0.009, <0.l 00745 - Sulfide, Total (as S) -
Ibs/day
NCOD04405
5
17
2006 <0.009, <0.( 00745 - Sulfide, Total (as S)
Ibs/day
NC0004405
5
24
20D6 <0,009, <0,( 00745 - Sulfide, Total (as S)
Ibs/day
NC0004405
5
31
2006 <0.009, <0.( 00745 - Sulfide, Total (as S)
Ibs/day
NC0004405
6
7
2008 00745 - Sulfide, Total (as S)
Ibstday
NCOD04405
8
14
2006 00745 - Sulfide, Total (as S)
Ibs/day
NC0004405
8
21
2000 00745 - Sulfide, Total (as S)
Ibs(day
NCOOD4405
6
28
2000 _ 00745 - Sulfide, Total (as S)
Ibs/day
19.2
14.7
33.9
51.7
26:9
26.6
28.
30.
28.9
21.
23.
12.8
52.
28.4
13.
19.8
105.1
32.1
62.6
8.7
24.3
17.9
10.8
4.3
1.9
5.6
8.3
15.2
14.4
18.4
85.8
8.7
0.72
26.3
20.1
11.7
32
22.6
5.4
40.9
0.003
0.013
0.007
0.011
01014
0.11

5
LI,
NCOOD4405
7
5
2006 <0.02, <0.0. 00745 - Sulfide• Total (as S)
Ibs/day
NC0004405
7
12
2006 <O.02, <0.0. 00745 - Sulfide, Total (as S)
Ibs/day
NCOOG4405
7
19
2006 <0.02, <0.0. 00745 - Sulfide, Total (as S)
Ibs/day
NC0004405
7
26
2000 <0.02, <0.0. 00745 - SulBde, Total (as S)
Ibs/day
0.01
NCDO04405
8
2
2006 < 0.005. 0.0 00745 - Sulfide. Total (as S)
Ibs/day
NCOOD4405
8
9
2006 < 0.005. 0.0 00745 - Sulfide, Total (as S)
Ibs/day
NCOOD4405
8
16
2006 < 0.005. 0.0 00745 - Sulfide, Total (as S)
Ibs/day
NC0004405
5
10
2007 <,009 00745 - Sulnde, Total (as S)
OWday
NC0004405
11
15
2007 00745 - Sulfide. Total (as S)
Ibs/day
0.014
Average
0.02
Max
0.11
Min
0.003
NC0004405
1
4
2006 01034 - Chromium, Total (as Cr)
Ibs/day
0.003
NCOD04405
1
11
2006 01034 - Chromium, Total (as Cr)
Ibs/day
0.012
NC0004405
1
18
2006 01034 - Chromium, Total (as Cr)
Ibs/day
0.012
NC0004405
1
25
2006 01034 - Chromium, Total (as Cr)
Ibs/day
0.0008
NC0004405
2
1
2006<,005 01034- Chromium. Total (as Cr)
Ibs/day
0.0002
NC0004405
2
6
2006<,005 01034- Chromium, Total (as Cr)
Ibs/day
NC0004405
2
15
2006<.005 01034- Chromium, Total (as Cr)
Ibs/day
0.0002
NC0004405
2
22
2006 < .005 01034 - Chromium. Total (as Cr)
Ibs/day
NC000440.5
3
1
2006 < .0002 01034 - Chromium, Total (as Cr)
Ibs/day
NCOOD4405
3
8
2006 <,0002 01034 - Chromium, Total (as Cr)
Ibs/day
NC0004405
3
15
2006 <,0002 01034 - Chromium, Total (as Cr)
Ibs/day
0.0009
N00004405
3
22
2006<.0002 01034- Chromium, Total (as Cr)
Ibs/day
NCOOD4405
3
29
2006 <.0002 01034 - Chromium, Total (as Cr)
Ibs/day
NC0004405
4
5
2006 <,00007,<,0 01034 - Chromium, Total (as Cr)
Ibs/day
NC000440.5
4
12
2006 <,00007,<,0 01034 - Chromium. Total (as Cr)
Ibs/day
NCOOD4405
4
19
2006 <,00007,<,0 01034 - Chromium, Total (as Cr)
Ibs/day
NC0004405
4
26
2008 <,00007,<,0 01034 - Chromium, Total (as Cr)
Ibs/day
NC0004405
5
3
2006 <.0004, <,0( 01034 - Chromium, Total (as Cr)
Ibs/day
NC0004405
5
10
2005 <.0004,_<,0( 01034 - Chromium, Total (as Cr)
Ibs/day
NC0004405
5
17
2006 <,0004, <.0(01034 - Chromium, Total (as Cr)
Ibs/day
NC0004406
5
24
2006 <,0004, <,IX 01034 - Chromium, Total (as Cr)
ibs/day
NCOOD4405
5
31
2006 <.0004, <,0(01034 - Chromium, Total (as Cr)
Ibs/day
NC0004405
6
7
2006 <,0006, .00( 01034 - Chromium, Total (as Cr)
Ibs/day
NC0004405
8
14
2006 <.0006, .00( 01034 - Chromium, Total (as Cr)
Ibs/day
NC0004405
6
21
2006 <.0006, .00(01034 - Chromium. Total (as Cr)
Ibs/day
NCOOD4405
8
28
2006 <,0006, OD(01034 - Chromium, Total (as Cr)
Ibs/day
0.8
NC0004405
7
5
2006 <0.0007, <0 01034 - Chromium. Total (as Cr)
Ibs(day
NCOOD4405
7
12
2006 <0.0007, <0 01034 - Chromium, Total (as Cr)
Ibs/day
NC0004405
7
19
2006-0.0007, <0 01034 - Chromium, Total (as Cr)
Ibs/day
NC0004405
7
26
2006 <0.0007, <0 01034 - Chromium, Total (as Cr)
Ibs/day
NC0004405
8
2
2006 < .0004..00 01034 - Chromium, Total (as Cr)
Ibs/day
. 0.0005
NC0004405
6
9
2006 < .0004..00 01034 - Chromium, Total (as Cr)
Ibs/day
NCOOD4405
8
to
2008 <.0004, .00 01034 - Chromium. Total (as Cr)
Ibs/day
NC0004405
5
10
2007 <,0009 01034 - Chromium, Total (as Cr)
Ibs/day
NCOD04405
11
1
2007 01034 - Chromium, Total (as Cr)
ibs/day
0.0004
Average
0.083
Max
0.8
Min
0.0002
NCOOD4405
1
4
2006 01042 - Copper, Total (as Cu)
_ mgA
0.052
NC0004405
1
18
2006 01042 - Copper, Total (as Cu)
mgA
0.1
NCOOG4405
2
8
2006 01042 - Copper, Total (as Cu)
mg/l
0.01
NCOOD4405
2
22
2006 01042 - Copper, Total (as Cu)
mg/i
0.0064
NC0004405
3
8
2006 01042 - Copper, Total (as Cu)
mgn
0.008
NC0004405
3
22
2006 01042 - Copper. Total (as Cu)
mgA
0.017
NC0004405
4
5
2006 01042 - Copper. Total (as Cu)
mg/l
0.009
NC0004405
4
19
2006 01042 - Copper. Total (as Cu)
mgA
0.0007
NC0004405
5
3
2006 01042 - Copper, Total (as Cu)
m9A
0.0068
NCOOD4405
5
17
2006 01042 - Copper. Total (as Cu)
mall
0.0079
NC0004405
6
7
2006 01042 - Copper, Total (as Cu)
mgA
0.008
NC0004405
6
21
' 2006 01042 - Copper, Total (as Cu)
mgA
0.011
NC0004405
7
5
2006 01042 - Copper. Total (as Cu)
mgn
0.011
NC0004405
7
26
2006 01042 - Copper, Total (as Cu)
mgA
0.018
NCOOD4405
8
9
2008 01042 - Copper, Total (as Cu)
m9A
0.017
NC0004405
5
10
2007 01042 - Copper, Total (as Cu)
mg/l
0.019
NCOOD4405
11
1
2007 01042 - Copper, Total (as Cu)
m9A
0.013
NCOOD4405
1
4
2006 01092 - Zlnc• Total (as Zn)
mgA
0.25

NCO0044O5
1
18
2008
01092 -Zinc, Total (as Zn)
mgn
0.19
NCO0O44O5
2
8
2006
01092 - Zinc, Total (as Zn)
mgn
0.066
NCO0044O5
2
22 -
2006
01092 -Zinc. Total (as Zn)
mgn
0.084
NCO0O44O5
3
6
2006
01092 -Zinc, Total (as Zn)
mgn
0.059
NCO0O"05
3
22
2006 ,
01092 - Zinc, Total (as Zn)
mgll
0.062
NCO0O44O5
4
5
2008
01092 - Zinc, Total (as Zn)
mgn
0.053
NCO0O44O5
4
19
2008
01092-Zinc, Total (as Zn)
mgn
0.036
_ NC0OO44O5
5
3
2006
01092- Zinc, Total (as Zn)
mgn
0.022
NC0OO44O5
5
17
2006
01092- Zinc, Total (as Zn)
mgn
0.026
NCO0O44O5
6
7
2006 <.01
01092-Zinc Total (as Zn)
mgn _
NC0OO44O5
6
21
2006 <•01
01092 - Zinc, Total (as Zn)
mg/l
0.026
NCO0O44O5
7
5
2006
01092 - Zinc, Total (as Zn)
mgn
0.016
NC00O44O5
7
26
2000
01092 - Zinc, Total (as Zn)
roll
0.024
NC00044O5
8
9
2008
01092 - Zinc, Total (as Zn)
mgn
0.04
NC00044O5
5
10
2007
01092 - Zinc, Total (as Zn)
mgn
_ 0.022
NC69044O5
11
1
2007
01092 - Zinc, Total (as Zn)
mg/I
0.012
NCOOO44O5
1
4
2006
32730- Phenolics, Total Recoverable
Ibs/day
0.096
NC00O44O5
1
11
2006
32730- Phenolics, Total Recoverable
Ibs/day
0.02
NCO0O44O5
1
18
2006
32730- Phenolics, Total Recoverable
Ibs/day
0.02
NC0O044O5
1
25
2006
32730- Phenolics, Total Recoverable
• Ibs/day
0.02
NCO0O44O.5
2
1
2006
32730- Phenolics, Total Recoverable
Ibs/day
0.002
NGDOG44O5
2
6
2006
32730- Phenolics, Total Recoverable
Ibs/day
0.003
NCOOO44O5
2
15
2006
32730- Phenolics, Total Recoverable
Ibs/day
0.003
NCOOO44O5
2
22 ,
2008
32730- Phenolics, Total Recoverable
Ibs/day
0.003
NCO0O44O5
3
1
2000 <0.004,.0032730-
Phenolics, Total Recoverable
Ibs/day
0.002
NOOOO44O5
3
8
2006 <0.904,.0032730-
Phenolics, Total Recoverable
Ibs/day
0.002
NCO0O44O5
3
15
2006 < 0.004,
.00 32730. Phenollcs, Total Recoverable
Ibs/day
NCOOO44O5
3
.22
2006 < 0.004,.0032730-
Phenolics, TotalRecoverableIbs/day
0.004
NC0OO44O5
3
29
2006 <0.004,
.co 32730- Phenolics, Total Recoverable
Ibs/day
NC0O044O5
4
5
2000
32730- Phenolics, Total Recoverable
Ibs/day
0.0005
NC0O044O5
4
12
2006
32730- Phenolics, Total Recoverable
Ibs/day
0.0034
NC00044O5
4
19
2006
32730- Phenolics, Total Recoverable
Ibs/day
0.003
NC0OO44O5
4
26
2008
32730- Phenolics, Total Recoverable
Ibs/day
0.0036
NC0OO44O5
5
3
2006
32730- Phenolics, Total Recoverable
Ibs/day
0.01
- NC0O044O5
5
10
2008
32730- Phenolics, Total Recoverable
Ibs/day
0.003
NC0OO44O5
5
17
2008
32730- Phenolics, Total Recoverable
Ibs/day
0.0006
NC00044O5
5
24
2006
32730- Phenolics, Total Recoverable
Ibs/day
0.003
NCO0O44O5
5
31
2008
32730- Phenolics, Total Recoverable
Ibs/day
0.004
NC0OO44O5
6
7 .
2006
32730- Phenolics, Total Recoverable
Ibs/day
0.006
NC00O44O5
6
14
2006
32730- Phenolics, Total Recoverable
Ibs/day
0.0014
NC0OO44O5
8
21
2006
32730- Phenolics, Total Recoverable
Ibs/day
0.01
NGDO044O5
6
28
2006
32730- Phenolics, Total Recoverable
Ibs/day
0.003
NC0OO44O5
7
5
2006 <0.002
32730- Phenolics, Total Recoverable
Ibs/day
0.608
NO0OO44O5
7
12
2006 <0.002
32730- Phenolics, Total Recoverable
Ibs/day
0.005
NC0OO44O5
7
19
2068 <0.002
32730 - Phenolics, Total Recoverable
Iba/day
0.001
NCO0O44O5
7
26 I
2000 <0.002
32730- Phenolics, Total Recoverable
Ibs/day
NC0OO44O5
6
2
2006 < 0.001
32730 - Phenolics, Total Recoverable
Ibs/day
0.002
NC0OO44O5
8
.9
2006<0.001
32730- Phenolics, Total Recoverable
Ibs/day
O.006
NC0OO44O5
8
18
2006<0.001
32730- Phenolics, Total Recoverable
Ibs/day
NC0OO44O5
5
10
2007
32730- Phenolics, Total Recoverable
Ibs/day
0.002
NC0O044O5
11
8
2007
32730- Phenolics, Total Recoverable
Ibs/day
0.00968
Average
0.01
Max
0.02
_
Min
0.00008
NC0OO44O5
1
- 1
2006
50050 - Flow, In conduit or thnu treatment plant
mgd
0.029
NC0OO44O5
1
2
2006
' 50050 - Flow, in conduit or thru treatment plant
mgd
0.029
NC00O4405
1
3
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.202
NC0OD44O5
1
4
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.051
_ NC0O044O5
1
5
2006
50050 - Flow, In conduit or thru treatment plant
mgd
0.065
NCO0O44O5
1
6
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.084
NC00O44O5
1
7
2006
50050 - Flow, In conduit or thru treatment plant
mgd
0.021
NC0O04405
1
8
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.021
NC00O44O5
1
9
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.021
NCMW05
1
10
2008
50050- Flow, In conduit or thru treatment plant
mgd
0.064
NC00O44O5
1
11
2008
50050 - Flow, in conduit or thru treatment plant
mgd
0.083

NC0004405
1
12
2006
50050 - Flow, In conduit or thru treatment plant
mild
0.097
NC0004405
1
13
2006
50050 - Flow, In conduit or thin treatment plant
mgd
0.067
NC0004405
1
14
2006
50050 - Flow, in conduit or thin treatment plant
mild
0.129
NC0004405
1
15
2006
50050 - Flow, In conduit or thru treatment plant
mgd
0.129
NC0004405
1
16
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.129
NC0004405
1
17
2006 ,
60050 - Flow, in conduit or that treatment plant
mgd
0.078
NCOOD4405
1
18
2006
50050 - Flow, in conduit or that treatment plant
mild
0.1
NC0004405
1
19
20D6
50050- Flow, in conduit or that treatment plant
mgd
0.074
NCOD04405
1
20
2006
50050 - Flow, in conduit or Ihm treatment plant
mgd
0.067
NC0004405
1
21
20D6
50050- Flow, in conduit or thru treatment plant
mgd
0.D32
NC0004405
1
22
2006
50050 - Flow, in conduit or thin treatment plant
mgd
0.032
NC0004405
1
23
2008
50050 - Flow, in conduit or that treatment plant
mild
0.033
NCOOD4405
1
24
2DD6
50050- Flow, in conduit or thin treatment plant
mgd
0.04
NCOOD4405
1
25
2006
50050 - Flow, In conduit or thru treatment plant
mgd
0.D4
NC0004405
1
28
2006
50050- Flow, In conduit or that treatment plant
mgd
0.016
NC0004405
1
27
2006
50050- Flaw, in conduit or Nat treatment plant
mgd
0.013
NC0004405
1
26
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.023
NCOOD4405
1
29
2006
50050 - Flaw, in conduit or thru treatment plant
mgd
• 0.023
NCDOD4405
1
30
2006
60050- Flow, in conduit or that treatment plant
mgd
0.023
NC0004405
1
31
2006
60050- Flow, in conduit or thru treatment plant
mgd
0.D24
NC0004405
2
1
20D6
50050- Flow, in conduit or thru treatment plant
mgd
0.012
NCOD04405
2
2
2006
50050- Flow, in conduit or that treatment plant
mgd
0.019
NC0004405
2
3
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.038
NC0004405
2
4
2000
50050 - Flow, in conduit or thru treatment plant
mgd
0.01
NC0004406
2
5
20D6
50050- Flow, in conduit or tttu treatment plant
mgd
_ 0.01
NCOOD4405
2
6
20D6
60050- Flow, in conduit or thru treatment plant
mgd
0.011
NC0004405
2
7
2008
50050- Flow, In conduit or Nat treatment plant
'mgd
0.037
NC0004405
2
8
20D8
50050- Flow, in conduit or thru treatment plant
mgd
0.029
NCOD04405
2
9
20D6
5D050- Flow, in conduit or that treatment plant
mgd
0.014
NC0004405
2
10
20D6
50050- Flow, In conduit or thin treatment plant
mgd
0.014
NC0004405
2
11
20D6
50050- Flow, In conduit or that treatment plant
mgd
0.016
NC0004405
2
12
2008
50050- Flow, in conduit or that treatment plant
mgd
0.018
NC0004405
2
13
20D6
50050- Flow, in conduit or thru treatment plant
mgd
0.017
NC0004405
2
14
2006
50050- Flaw, in conduit or thru treatment plant
mgd
0.011
NC0004405
2
15
2006
50050 - Flow, in conduit orthru treatment plant
mgd
0.012
NCOOD4405
2
16
20D6
50050 - Flow, in conduit or that treatment plant
mgd
0.014
NC0004405
2
17
2006
50050- Flow, In conduit or that treatment plant
mild
0.019
NC0004405
2
18
20D8
50050 - Flow, in conduit or that treatment plant
mgd
0.014
NC0004405
2
19
2006
60050 - Flow, In conduit or thru treatment plant
mgd
0.014
NC0004405
2
20
2006
50050 - Flow, In conduit or Nat treatment plant
mgd
0.015
NC0004405
2
21
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.016
NC0004405
2
22
2006
50050- Flow, in conduit or that treatment plant
mgd
0.033
NC0004405
2
23
2006
50050 - Flow, In conduit or that treatment plant
mgd
0.029
NC0004405
2
24
2006
50050- Flow, in conduit or him treatment plant
mgd
0.016
NC0004405
2
25
2006
50050- Flow,,in conduit or thru treatment plant
mgd
0.01
NC0004405
2
28
2006
50050 - Flow, in conduit or thru treatment plant
mgd
- 0.01
NCOOD4405
2
27
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.011
NC0004405
2
28
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.01
NC0004405
3
1
2008
50050 - Flow, in conduit or that treatment plant
mgd
0.017
NCOD04405
3
2
2006
50050 - Flow, in conduit or that treatment plant
mgd
0.017
NC0004405
3
3
2008
50050 - Flow, in conduit or Out treatment plant
mgd
0.016
NC0004405
3
4
2000
60050 - Flow, in conduit or Uvu treatment plant
rtgd
0.008
NC0004405
3
5
20D6
50050 - Flow, in conduit or thru treatment plant
mgd
0.008
NCOOD4405
3
6
2006
50050 - Flow, in conduit or thm treatment plant
mgd
0.009
NC0004405
3
7
20D6
50050 - Flow, in conduit or thru treatment plant
mgd
0.013
NC0004405
3
8
2006
50050 - Flow, In conduit or that treatment plant
mgd
0.01
NC0004405
3
9
2006
50050- Flow, in conduit or Nat treatment plant
mgd
0.013
NCOOD4405
3
10
2006
50050-Flow, in conduit or thru treatment plant
mgd
0.018
NC0004405
3
11
2006
50050 - Flow, In conduit or that treatment plant
mgd
0.02
NC0004406
3
12
2006
5D050 - Flow, In conduit or Nat treatment plant
mgd
0.02
NC0004405
3
13
2006
50050 - Flow, in conduit or Nat treatment plant
mgd
0.021
NC0004405
3
14
2006
50050 - Flow, in conduit or that treatment plant
mgd
0.043
NC0004405
3
15
2006
5D050 - Flow, In conduit or Nat treatment plant
mgd
0.043
NC0004405
3
16
2008
50050 - Flow, in conduit or that treatment plant
mgd
0.055
NC0004405
3
17
2006
50050 - Flow, in conduit or that treatment plant
mgd
0.033
NC0004405
3
18
2006
60050 - Flow, in conduit or thru treatment plain
mgd
0.004
NC0004405
3
19
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.004
NC0004405
3
20
2006
50050 - Flow, In conduit or thru treatment plant
mgd
0.005
NCOOD4405
3
21
2006
5DO50 - Flow, in conduit or that treatment plant
mgd
0.059
NC0004405
3
22
2006
60050 - Flow, in conduit or mat treatment plant
mgd
0.028

NC0004405
3
23
2008
50050-Flow, in conduit or thru treatment plant
mild
0.013
NC0004405
3
24
2008
50050-Flow, in conduit or thin treatment plant
mgd
0.016
NC0004405
3
25
2006
50050 - Flow, In conduit or thin treatment plant
mgd
0.006
NC0004405
3
28
2006
50050-Flow, in conduit or thin treatment plant
mgd
0.006
NC0004405-
3
27
2006
50050- Flow, in conduit or thin treatment plant
mgd
0.007
NC0004405
3
28
2006
50050- Flow, in conduit or thin treatment plant
mgd
0.006
NC0004405
3
29
2006
50050- Flaw, in conduit or thru treatment plant
mgd
0.009 ,
NC0004405
3
30
2006
500.50- Flow, in conduit or thin treatment plant
mgd
0.018 '
NC0004405
3
31
2006
50050- Flow, in conduit or thin treatment plant
mgtl
0.0p6
NC0004405
4
1
2006
50050- Flow, in conduit or thin treatment plant
mgd
0.017
NC0004405
4
2
2006
50050 - Flow, In conduit or thin treatment plant
mgd
0.017
NC0004405
4
3
2008
50050 - Flow, in conduit or thin treatment plant
mgd
0.018
NC0004405
4
4
2008
50050- Flow, in conduit or thin treatment plant
mild
0.028
NC0004405
4
5
2008
50050- Flow, in conduitbr thin treatment plant
mgd
0.004
N00004405
4
8
2006
50050- Flow, in conduit or thin treatment plant
mgd
0.009
NC0004405
4
7
2006
50050- Flow, In conduit or thru treatment plant
mgd
0.009
NC0004405
4
8
2008
50050- Flow, in conduit or thru treatment plant
mgd
0.015
NC0004405
4
9
2006
50050 - Flow, in conduit or thin treatment plant
mgd
0.015
N00004405
4
-10
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.015
NC0004405
4
11
2006
50050- Flow, in conduit or thnr treatment plant
mgd
0.03
NC0004405
4
12
2008
50050- Flow, in conduit or thm treatment plant
mgd
0.014
NC0004405
4
13
2008
50050 - Flow, in condult or thin treatment plant
mgd
0.017
NC0004405
4
14
2008
50050- Flow, in conduit or thin treatment plant
mgd
0.012
NC0004405
4
15
2008
50050- Flow, in conduit or thin treatment plant
mgd
0.018
N00004405
4
18
2008
50050 - Flaw, in conduit or Unru treatment plant
mgd
0.019
NC0004405
4
17
2006
50050 - Flow, In conduit or thin treatment plant
mgd
0.019
NC0004405
4
18
2008
50050 iFlow, In conduit or thin treatment plant
mgd
0.016
NC0004405
4
19
2006
50050- Flow, in conduit or thin treatment plant
mgd
0.005
NC0004405
4
20
2006
50050 - Flow, in conduit or thin treatment plant
mgd
0.043
NC0004405
4
21
2006
50050- Flow, in conduit or thin treatment plant
mgd
0.022 -
NC0004405
4
22
2006
50050 - Flow, in conduit or thin treatment plant
mgd
0.043
NC0004405
4
23
2006
50050- Flow, in conduit or thin treatment plant
mgd
0.043
NC0004405
4
24
2006
50050 - Flow, in conduit or thin treatment plant
mgd
0.043
NC0004405
4
25
2006
50050- Flow, in conduit or thin treatment_ plant
mgd
0.022
NC0004405
4.
28
2006
50050 - Flow, In conduit or thin treatment plant
mgd
0.018
NC0004405
4
27
2006
50050- Flow, in conduit or thin treatment plant
mgd
0.031
NC0004405
4
28
2006
50050- Flow, In conduit or thin treatment plant
mgd
0.014
NC0004405
4
29
2006
50050- Flow, in conduit or thin treatment plant
mgd
0.015
NC0004405
4
30
2006
50050 - Flow, in conduit or thin treatment plant
mgd
0.015
NC0004405
5
1
2008
50050 - Flow, in conduit or thin treatment plant
mgd
0.016
NC0004405
5
2
2008
50050 - Flow, in conduit or thin treatment plant
mgd
0.027 .
NC0004405
- 5
3
2006
50050 - Flow, in conduit or thin treatment plain
mgd
0.022
NC0004405
5
4
2006
50050 - Flow, in conduit or thin treatment plain
mgd
0.014
NC0004405
5
5
2006
50050 - Flow, In conclUt or thin treatment plant
mgd
0.016
NC0004405
5
6
2006
50050- Flow, in conduit or thin treatment plant
mgd
0.015
NC0004405
5
7
2006
50050 - Flow, in conduit or thin treatment plain
mgd
0.015
NC0004405
5
8
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.015
NC0004405
5
9
2008
50050- Flow, in conduit or thin treatment plant
mgd
0.024
NC0004405
5
10
2008
50050 - Flow, in conduit or thin treatment plant
mgd
0.022
NC0004405
5
11
2005
50050 - Flow, in conduit or thin treatment plant
mgd
0.024
NC000440.5
5
12
2006
50050 - Flaw, In conduit or thru treatment plant
mgd
0.017
NC0004405
5
13
2008
50050- Flow, in conduit or thin treatment plant
mgd
0.022
NC0004405
5
14
2006
50050 - Flow, in conduit or thin treatment plant
mgd
0.022
NC0004405
5
15
2006
50050- Flow, In conduit or thin treatment plant
mgd
0.022
NC0004405
5
18
2008
50050 - Flow, in conduit or thru treatment plant
mgd
0.02
NC0004405
5
17
2006
50050 - Flow, in conduit or thin treatment plant
mgd.
0.004
NC0004405
5
18
2006
50050 - Flow, in conduit or thin treatment plant
mgd
0.028
NC0004405
5
19
2006
50050 - Flow, in conduit or thin treatment plant
mgd
0.014
NC0004405
5
20
2008
50050 - Flow, in conduit or thin treatment plain
mgd
0.141
NC0004405
5
21
2006
50050 - Flow, In conduit or thin treatment plant
mgd
0.141
NC0004405
5
22
2006
50050 - Flow, In conduit or thin treatment plant
mgd
0.142 '
NC0004405
5
23
2006
50050 - Flow, in conduit or thin treatment plant
mgd
0.026
NC0004405
5
24
2008
50050 - Flow, In conduit or thin treatment plant
mgd
0.015
NC0004405
5
25
2006
50050 - Flow, in conduit or thin treatment plant
mgd
0.019 j
NC0004405
5
26
2005
50050- Flow, in conduit or thin treatment plant
mgd
0.029
NC0004405
5
27
2006
50050-Flow, in conduit or thru treatment plant
mgd
0.013
NC0004405
5
28
2006
50050- Flow, in conduit or thin treatment plan
mgd
0.014
NC0004405
5
29
2008
50050- Flow, in conduit or thin treatment plant
mgd
0.014
N00004405
5
30
2008
50050 - Flow, In conduit orthm treatment plan
mgd
0.023
NC0004405
_ 5
31
2006
50050 - Flow, In conduit or thin treatment plant
mgd
0.021

NC0004405
6
1
2006
50050- Flow, In conduit or thru treatment plant
mgd
0.029
NC0004405
6
2
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.034
NC0004405
6
3
2008
50050- Flow, In conduit or thru treatment plant
mgd
0.05
NC0004405
8
4
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.051
NC0004405
6
5
2006
50050- Flow, In conduit or thru treatment plant
.mgd
0.051
NC0004405 -
6
6
2006
50050- Flow, In conduit or thru treatment plant
mgd
0.035
NC0004405 1
6
7
2006
50050- Flow, In conduit or thru treatment plant
mgd
0.034
NC0004405
6
B
2006
50050- Flow, in conduit or Nru treatment plant
mgd
0.03
NC0004405
6
9
2008
50050- Flow, in conduit or thru treatment plant
mgd
0.02
NC0004405
6
10
2006
50050- Flow, to conduit or thru treatment plant
mgd
0.008
- NC0004405
6
11
2006
50050 - Flow, in conduit or thin treatment plant
mgd
0.009
NC0004405
6
12
2006
50050 - Flow, In conduit or thru treatment plain
mgd
0.009
NC0004405
6
13
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.052 -
NC0004405
6
14
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.017
NC0004405
8
15
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.031
NC0004405
6
18
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.035
NC0004405
6
17
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.018
NC0004405
6
18
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.018
NC0004405
8
19
2008
50050- Flow, in conduit or thin treatment plant
mgd
6.018
NC0004405
6
20
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.075
NC0004405
6
21
2006
50050-Flow, in conduit or thru treatment plant
mgd
0.074
NC0004405
6
22
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.049
NC0004405
6
23
2008
50050- Flow, in conduit or thru treatment plant
mgd
0.028
NC0004405
0
24
200E
50050-Flow, in conduit or thru treatment plant
mgd
0.041
NC0004405
6
25
2006
50050- Flow, in conduit or thru treatment plain
mgd
.0.042
NC0004405
6
26
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.042
NC0004405
6
27
2006
50050- Flow, in conduit or thru treatment plain
mgd
0.01
NC00D4405
B
28
2006.
50050- Flow, in conduit or thru treatment plant
mgd
0.026
NC0004405
6
29
2006
50M-Flow, in conduit or thru treatment plant
mgd
0.014
NC0004405
6
30
2008
50050- Flow, In conduit or thru treatment plant
mgd
0.018
NC0004405
7
1
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.015
NC0004405
7
2
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.015
NC0004405
7
3
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.016
NC0004405
7
4
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.005
NC0004405
7
5
2008
50050- Flaw, in conduit or thru treatment plant
mgd
0.039
NC0004405
7
6
2006
50050 - Flow, In conduit or thru treatment plant
mgd
0.024
NC0004405
7
7
2006
50050- Flow, in conduit or Otru treatment plant
mgd
0.037
NC0004405
7
8
12006
50050- Flow, in conduit or thru treatment plant
mgd
0.01
NC0004405
7
9
2006
50050 -Flow, in conduit or thru treatment plant
mgd
0.01
NC0004405 -
7
10
2006
50050 -Flow, in conduit orthru treatment plant
mgd
0.011
NC0004405
7
11
2006
50050 -Flow, in conduit or thru treatment plant
mgd
0.031
NC0004405
7
12
2006
50050 - Flow, In conduit or Ouu treatment plant
mgd
0.029
NC0004405
7
13
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.014
NC0004405
7
14
2008
50050- Flow, in conduit or thru treatment plant
mgd
0.023
NC0004405
7
15
2006
50050- Flow, in conduit or thin treatment plant
mgd
0.021
NC0004405
7
16
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.022
NC0004405
7
17
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.022
NC0004405
7
18
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.013
NC0004405
7
19
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.012
NC0004405
7
20
2006
. 50050- Flow, in conduit or thru treatment plant
mgd
0.003
NC0004405
7
21
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.007
N00004405
7
22
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.122
NC0004405
7
23
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.123
NC0004405
7
24
2008
50050- Flow, In conduit or thru treatment plant
mgd
0.123
NC0004405
7
25
2006
50050.- Flow, In conduit or ttlru treatment plant
mgd
0.045
NC0004405
7
26
2006
50050 - Flow, In conduit or thin treatment plant
mgd
0.022
NC0004405
7
27
2006
50050- Flow, in condut or thru treatment plant
mgd
0.013
NC0004405
7
28
2006
50050- Flow, in conduit or thru treatment plant
mgd
6.013
NC0004405
7
29
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.057
NC0004405
7
30
2006
50050- Flow, in conduit or ttuu treatment plant
mgd
0.057
NC0004405
7
31
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.058
NC0004405
8
1
2005
50050- Flow, in conduit or thru treatment plant
mgd
0.03
NCo004405
8
2
2006
50050- Flow, In conduit or thru treatment plant
mgd
0.012
NC0004405
8
3
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.016
NC0004405
8
4
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.012
NC0004405
8
5
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.02
NC0004405
8
6
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.021
NC0004405
8
7
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.021
NC0004405
8
8
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.025
NC0004405
8
9
2000
50050- Flow, in conduit or thru treatment plant
mgd
0.026

NCOD04405
6
10
2006
50050 - Flaw, In conduit or thru treatment plant
mad
0.028
NCOOD4405
8
11
2006
50050- Flow, in conduit or thru treatment plant
- mad
0.044
NCOOD4405
8
12
2006
50050- Flow, in conduit or ttuu treatment plant
mad
0.154
NC0004405
6
13
- 2006
50050-Flow, in conduit or thru treatment plant
mad
0.154
NC0004405
a
14
2D06
5D050- Flow, In conduit or thm treatment plant
mad
0.155
NCOD04405
.6
15
2008
50050 - Flow, In conduit or thru treatment plant
mad
0.026
NCDO04405
8
18
2006
50050 - Flow, in conduit or thru treatment plant
mad
0.016
N00004405
8
17
. 2006
50050- Flow, in conduit or thru treatment plant
mad
0.021
NCDD04405
8
18
2006
50050 - Flow, in conduit or thru treatment plant
mad
0.052
NC0004405
8
19
2006
50050- Flow, In condull or thru treatment plant
mad
0.046
N00004405
8
20
2008
50050 - Flow, in conduit or thru treatment plant
mad
0.048
NCOD04405
6
21
2006
50050 - Flow, In conduit or thru treatment plant
mad
0,047
NC0004405
8
22
2006
50050 - Flow. in conduit or thru treatment plant
mad
0.025
NC0004405
8
23
2006
50050-Flow, In conduit or thru treatment plant
mad
0.025
NC0004405
- 8
24
2006
50050 - Flow, in conduit or thru treatment plant
mad
0.025
NCOD04405
8
25
2006
50050 - Flow, in conduit or thru treatment plant
mad
0.025
NCOOD4405
8
26
2008
50050 - Flow, In conduit or thru treatment plant
mad
0.025
NCOOD4405
8
27
2006
50050- Flow, in conduit or thru treatment plant
mad
0.025
NC0004405
6
28
20M
50050- Flow, in conduit or thru treatment plant
mad
0.025
NC0004405
8
29
2006
50050 - Flow, In conduit or thru treatment plant
mad
9•o96
NCODOL4405
6
30
. 2008
50050- Flow, in conduit or thru treatment plant
mad
- 0.03
NC0004405
8
31
2006
50050- Flow, in conduit or thru treatment plant
mad
0.037
NC0004405
9
1
2006
50050 - Flow, in conduit or thru treatment plant
mad
0.074
NCOOD4405
9
2
2006
50050 - Flow, in conduit or thru treatment plant
mad
0.023
NC0004405
9
3
2008
50050 - Flow, In conduit or thru treatment plant
mad
0.023
NCOOD4405
9
4
2006
50050 - Flow, in conduit or thnu treatment plant
mad
0.024
NC0004405
9
5
2006
5OD50- Flow, In conduit or thru treatment plant
mad
0.206
NC0004405
9
6
2006
5DO50 - Flow, In conduit or thin treatment plant
mad
0.051
NCOOD4405
9
7
2006
SOD50 - Flow, In conduit or thm treatment plant
mad
0.019
NC00044D5
9
8
2006
50050- Flow, in conduit or thin treatment plant
mad
0.03
NCODD4405
9
11
2006
50050 - Flow, in conduit or thru treatment plant
mad
0.002
NC0004405
9
12
2008
50050 - Flow, in conduit or thin treatment plant
mad
0.014
NCODD4405
9
.13
2006
50050 - Flow, in conduit or thru treatment plant
mad
0.064.
N00004405
9
14
2006
50050- Flow, in conduit or thin treatment plant
mad
0.118
NC0004405
9
15
20D6
50050 - Flow, in conduit or thru treatment plant
mad
0.045
NC0004405
9
16
2008
50050- Flow, In conduit or thin treatment plant
mad
0.03
NCODD4405
9
17
20D6
50050 - Flow, in conduit or thru treatment plant
mad
0.03
N00004405
9
18
2008
50050 - Flow, in conduit or thin treatment plan
mad
0.03
NC00044DS
9
19
20DO
50MO - Flow, In conduit or thin treatment plant
mad
0.039
NCOOD4405
9
20
2006
50050 - Flow, in conduit or thin treatment plain
mad
0.037
NCOD04405
9
21
2006
50050 - Flow, in conduit or thru treatment plain
mad
0.071
NC0004405
9
22
2006
50050- Flow, in conduit or thru treatment plant
mad
0.D29
NCDD04405
9
23
2008
50050 - Flow, in conduit or thru treatment plant
mad
0.034
NCOOD4405
9
24
2006
50050- Flow, in conduit or thru treatment plant
mad
0.034
NCDDD4405
9
25
2006
50050 - Flow, in conduit or thru treatment plard
mad
0.035
NC0004405
9
26
2006
5D050 - Flow, In conduit or thru treatment plan
. , mad
0.031
NC0004405
9
27
2006
50050 - Flow, in condut or thru treatment plant
mad
0.038
NC0004405
9
28
2006
50050- Flow, in conduit or thru treatment plant
mad
0.039
NC0004405
9
29
2006
50050- Flow, in conduit or thru treatment plain
mad
0.046
NCOOD4405
9
30
2006
50050 - Flow, In conduit or thru treatment plant
mad
0.028
NCOD04405
10
1
2006
50050 - Flow, in conduit or tluu treatment plant
mad
0.028
NCDOD4405
10
2
2006
50050 - Flow, in conduit or thru treatment plan
mad
0.028
NC0004405
10
3
92006
50050 - Flow, in conduit or thru treatment plant
mad
0.019
NCOD04405
10
4
2006
50050 - Flow, in conduit or thru treatment plant
mad
0.016
NCOOD4405
10
5
2006
50050 - Flow, in conduit or thru treatment plan
mad
0.02
NCOD04405
10
6
2006
5MO - Flow, in conduit or thin treatment plant
mad
0.022
NC0004405
10
7
2006
50050- Flaw, in conduit or thru treatment plant
mad
0.025
NCOOD4405
10
8
2008
50050- Flow, in conduit or thru treatment plant
mad
0.025
NC0004405
10
9
2006
50050 - Flow, it conduit or thru treatment plant
mad
0.025
NCOOD4405
10
10
2006
50050 - Flow, In conduit or thru treatment plan
mad
0.021
NC0004405
10
11
20DO
50050 - Flow, in conduit or thru treatment plant
mad
0.021
NCOOD4405
10
12
2006
50056 - Flow, In conduit or thru treatment plant
mad
0.04
NCOOD4405
10
13
2006
50050- Flow, in conduit or thru treatment plant
mad
0.036
NC0004405
10
14
2006
50050 - Flow, in conduit or thru treatment plan
mad
0.014
NC0004405
10
15
2DD6
50050 - Flow, in conduit or thru treatment plant
mad
0.014
NCOOD4405
10
18
2006
50050 - Flow, in conduit or thnu treatment plant
mad
0.014
NC0004405
10
17
2006
MO - Flow, in conduit or thru treatment plant
ngd
0.027
NCOOD4405
10
18
2006
SO050 - Flow, in conduit or thru treatment plant
mad
0.151
NCDD04405
10
19
2006
50050 - Flow, in conduit or thru treatment plant
mad
0.057
NCOOD4405
10
20
20DS
50050 - Flow, in conduit or thru treatment plan
mad
0.067

NC0004405
10,
21
2009
50050 - Flow, in conduit or thru treatment plant
mgd
0.035
NCOD04405
10
22
2008
50050 - Flow, in conduit oMm treatment plant
mgd
0.035
NC0004405
10
23
2006
5g050 - Flow, in conduit or thru treatment plant
mgd
0.038
NC0004405
10
24
2006
50050 - Flow, in conduit or thru treatment plant .,
mgd
0.004
NC0004405
10
25
2006
50050- Flow, in conduit or thin treatment plant
mgd
0.009
NC0004405
10
26
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.014
NC0004405
10
27
2006
50050- Flow, in conduit or thm treatment plant
mgd
0.021
NC0004405
10
28
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.066
NC0004405
10
29
2008
50050- Flow, in conduit or thru treatment plant
mgd
0.047
NC0004405
10
30
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.067
NC0004405
10
31
2008
50050 - Flow, in conduit or thru treatment plant
mgd
0.025
NC0004405
11
1
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.027
NC0004405
11
2
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.027
NC9004405
11
3
2008
50050 - Flow, In conduit or thru treatment plant
mgd
0.014
NC0004405
11
4
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.004
NC0004405
11
5
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.004
NC0004405
11
6
2006
50050- Flow, in conduit or thin treatment plant
mgd
0.005
NC0004405
11
7
2008
50050 - Flow, in conduit or thru treatment plant
mgd
0.026
NC0004405
11
8
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.098
NC0004405
,11
9
2006
50050- Flow, In conduit or thru treatment plant
mgd
0.047
NC0004405
11
10
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.03
NC0004405
11
11
2006
50050 - Flow, in conduit or thm treatment plant
mgd
0.024
NC0094405
11
12
2006
50050- Flow, in conduit or thru treatment plant
mgtl
0.025
NC0004405
11
13
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.025
NC0004405
11
14
2006
50050- Flow, In conduit or mru treatment plant
mgd
0.014
NC0004405
11
15
2008
50059 - Flow, in conduit or thru treatment plant
mgd
0.021
NC0004406
11
16
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.192
NC0004405
11
17
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.131
NC0004405
11
18
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.02
NC0004405
11
19
2006
S0050 - Flaw, in conduit or thin treatment plant
mgd
0.02
NC0004406
11
20
2006
50050- Flow, in conduit or thm treatment plant
mgd
0.021
NC0004405
11
21
2008
50050 - Flow, in conduit or thru treatment plant
mgd
0.007
NC0004405
11
22
2008
50050 - Flow, In conduit or thin treatment plant
_ mgd
0.037
NC0004405
11
23
2006
50050 - Flow, In conduit or thru treatment plant
mgd
0.034
NC0004405
11
24
2008
50050- Flow, in conduit or thru treatment plant
mgd
0.034
NC0004405
11
25
2006
50050 - Flow, In conduit or thin treatment plant
mgd
0.047
NC0004405
11
26
2006
50050- Flow, In conduit or thru treatment plant
mgd
0.047
NC0004405
11
27
2006
50050- Flow, in condult or thm treatment plant
mgd
.0.047
NC0004405
11
28
2006
50050 - Flow, in conduit or thin treatment plant
• mgd
0.02
NC0004405
11
29
2008
50050 - Fiow, in conduit or thru treatment plant
mgd
0.016
NC0004405
11
30
2006
50050- Flow, In conduit or thru treatment plant
mgd
0.022
NC0004405
12
1
2006
50050 - Flow, in conduit or thin treatment plant
mgd
0.03e •
NC0004405
12
2
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.013
NC0004405
12
3
2008
50050 - Flow, in conduit or thru treatment plant
mgd
0.013
NC0004405
12
4
2008
50050 - Flow, in conduit or thru treatment plant -
mgd
0.014
NC0004405
12
5
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.003
NC0004405
12
6
2008
50050 - Flow, in conduit or thin treatment plant
mgd
0.007
NC0004405
12
7
2000
50050 - Flow, In conduit or thru treatment plant
Md
0.013
NC0004405
12
8
2005
50050 - Flow, in conduit or thru treatment plant
mgd
0.008
NC0004405
12
9
2006
50050- Flaw, in conduit or thru treatment plant
mgd
0.004
NC0004405
12
10
2006
50050-Flow, in conduit or thru treatment plant
mgd
0.00S
NC0004405
12
11
2005
50050 - Flow, in conduit or thru treatment plant
mgd
0.005
NC0004405
12
12
2006
50050 - Flow, in conduit or thin treatment plant
mgd
0.007
NCg004405
12
13
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.007
NC0004405
12
14
2008
50050 - Flow, in conduit or M u treatment plant
mgd
0.013
NC0004405
12
15
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.015
NC0004405
12
18
2006
50050 - Flow, in conduit or that treatment plant
mgd
0.012
NC0004405
12
17
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.012
NC0064405
12
18
2g06
50050 - Flow, in conduit or thm treatment plant
mgd
0.013
NC0004405
12 .
19
2006
50050 - Flow, In conduit or thru treatment plant
mgd
0.02
NC0004405
12
20
_ 2008
50050 - Flow, In conduit or thru treatment plant
mgd
0.017
NC000440.5
12
21
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.016
NC0004405
12
22
2006
50050- Flow, in conduit or thru treatment plant
mgd
0.032
NC0004405
12
23
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.088
NC0004405
12
24
2008
50050 - Flow, in conduit or thm treatment plant
mgd
0.086
NC0004405
12
25
2006 0
50050 - Flow, in conduit or thm treatment plant
mgd
o.085
NC0004405
12
26
2008
50050 - Flow, in conduit or that treatment plant
mgd
o.o85
NC0004405
12
27
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.027
NC0004405
12
28
2006
50050 - Flow, in conduit or thru treatment plant
mgd
0.016
NC0004405
12
29
2008
50050 - Flow, in conduit or thru treatment plant
mgd
0.008

NC0004405
12 30
2008
50050- Flow, in conduit or thru treatment plant
mod
0.114
.N000D4405
12 31
2008
50950 - Flow, in conduit or thru treatment plant
mod
0.114
NC0004405
1 1
2007
50050 - Flow, in conduit or thru treatment plant
mod
0.114
NC0004405
1 2
2007
50050- Flow, In conduit or thru treatment plant
mod
0.115
NCOD04405
1 3
2007
50950- Flow, in conduit or thru treatment plant
mod
0.115
NC0004405
1 4
2007
• 50050- Flow, in conduit or thru treatment plant
mod
0.017
NC0004405
1 5
2007
50050 - Flow, in conduit or thru treatment plant
mod
0.04
NC0004405
1 8
2007
50050 - Flow, In conduit or thru treatment plant
mod
0.109
NC0004405
1 7
2007
50050- Flow, in conduit or thru treatment plant
mod
p.109
NC0004405
1 8
2007
50050- Flow, in conduit or thru treatment plant
mod
0.11 -
NC0064405
1 9
2007
50050- Flow, in conduit or thru treatment plant
mod
0094
NC0004405
1 10
2007
50050 - Flow, in conduit or thru treavnent plan
mod
NC0004405
1 11
2007
50050 - Flow, In conduit or thru treatment plant
,
mod
0.027
0.008
NC0004405
1 12
2007
50050- Flow, in conduit or thin treatment plant
mod
0.015
NC0004405
1 13
2007
50050 - Flow, in conduit or thru treatment plant
mod .
0.015
NCOOD4405
1 14
2007
50050 - Flow, In conduit or thin treatment plant
mod
0.016
NC0004405
1 15
2007
50050- Flow, In conduit or thru treatment plant
mod
0.010
NC0004405.
1 18
2007
50050 - Flow, in conduit or thru treatment plan
mod
0.019
NC0004405
1 17
2007
59050 - Flow, In conduit or thin treatment plats
mod
p 008
NCOOD4405
1 18
2007
50050- Flow, In conduit or thru treatment plant
mod -
0.006
NCOOD4405
1 19
2007
50050 - Flow, in conduit or thru treatment plant
mod
0.022
NC0004405
1 20
2007
50050 - Flow, in conduit or thru treatment plant
mgtl
0.022
NC0004405
1 21
2007
50OSO- Flow, in conduit or thin treatment plant
mod
0072
NCOOD4405
1 22
2007
50050- Flow, In conduit or thru treatment plats
mod
0.023
NCOOD4405
1 23
2007
50050 - Flow, in conduit or thin treatment plant
mod
_
0.02
NCOD04405
1 24
2007
50050 - Flow, In conduit or thin treatment plant
mod
0.014
NCOOD4405
1 25
2007
50050 - Flow, in conduit or thru treatment plant
mod -
0.008
NC0004405
1 28
2007 •
50050 - Flow, In conduit or thin treatment plant
mod
0.007
NC0004405
1 27
2007
50050- Flow, in conduit or thru treatment plant
mod
0.007
NC0004405
1 28
2007
50050- Flow, in conduit or thru treatment plant
mod
0.007
NC0004405
1 29
2007
_
50050- Flow, In conduit or thin treatment plant
mod
0.008
NCOOG4405
1 31
2007
50050- Flow, in conduit or thru treatment plant
mod
0.012
NCOOD4405
2 1
2007
50050 - Flow, In conduit or thru treatment plant
mod
0.012
NC0004405
2 2
2007
50050- Flow, In conduit or thru treatment plant
mod
0.013
NC0004405
2 3
.2001
50050 - Flaw, in conduit or thin treatment plant
mod
0.009
NCOD04405
2 4
2007
50050 - Flow, In conduit or thin treatment plant
mgtl
0.006
NCOD04405
2 5
2007
50050 - Flow,'In conduit or thru treatment plant
mod
0.007
NC0004405
2 8
2007
50050 - Flow, In conduit or thin treatment plant
mod
0.002
NCOOD4405
2 7
2007
50050 - Flow, in conduit or thru treatment plant
mod
028
0. 28
NCDO04405
2 8
2001
50050- Flaw. in conduit or thru treatment plan
mod
0.011
NCOOD4405
2 9
.2007
50050- Flow, In conduit or thru treatment plant
mod
0.008
N00004405
2 10
2007
50050 - Flow, in conduit or thru treatment plant
mod
0.004
NC0004405
2 11
2007
50050- Flow, In conduit or thru treatment plant
mod
0004
NC0004405
2 12
2007
50050 -Flow, in conduit or thru treatment plant
mod
0.004
NCOOD4405
2 13
2007
50050 -Flaw, in conduit or thru treatment plant
mod
0.018
NC0004405
2 14
2007
50050- Flaw, in conduit or thru treatment plant
mod
0.018
24
NCOOD4405
2 15
2007
50050 - Flow, In conduit or thru treatment plant
mod
0.000
NC0004405
2 16
2007
50050 - Flaw, in conduit or thru treatment plant
mod
0.004
NC0004405
2 17
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.002
NC0004405
2 18
2007
50050- Flow, In conduit or thru treatment plant
mod
MGM
NC0004405
2 19
2007
50050 - Flow, in conduit or thin treatment plant
mod
0.003
NC0004405
2 21
2007
50O50- Flow, in conduit or thru treatment plant
mgtl
0.008
NCOD04405
2 22
2007
50050 - Flow, in conduit or thru treatmeM plan
mod
0.039
NC0004405
2 23
2007
50050- Flow, In conduit or lhru treatment plant
mgtl
0017
. NC9004405
2 24
2007
50050 - Flow, In conduit or thin treatment plant
mod
0.03
NC0004405
2 25
2007
50050- Flow, in conduit or thnu treatment plant
mod
0.03
NC0004405
2 20
2007
50950- Flaw, in conduit or thru treatment plan
mod
0.03
NCOOD4405
2 27
2007
50050 - Flow, in conduit or thru treatment plant
mod
0.024
NC0004405
2 28
2007
50050 - Flow, In conduit or thru treatment plant
mod
0.015
NCOOD4405
3 1
2007
50050 - Flow, In conduit or thin treatment plant
mgtl
0.014
NC0004405
3 2
2007
50050- Flow, in conduit or thin treatment plant
mod
0.446
NC0004405
3 3
2007
50050- Fbw, in conduit or thru treatment plant
mod
0.051
N00004405
3 4
2007
50050 - Flow, in conduit or thin treatment plant
mod
0.051
NCOOD4405
3 5
2007
50050 - Flow, In conduit or thin treatment plant
mod
0.051
NC0004405
3 8
2007
50050 - Flow, in conduit or thru treatment plant
mod
0.011
NC0004405
3 7
2007
50050 - Flow, in conduit or thru treatment plant
mod
p.007
NC0004405
3 8
2007
50050 - Flow, in conduit or thin treatment plant
mod
0.014
NCOOD4405
3 9
2007
50050 - Flow, in conduit or thru treatment plant
mod
0.015
NCOOD4405
3 10
2007
50050 - Flow, in conduit or thru treatment plant
mgtl
0.014
NC0004405
3 11
2007
50050 - Flow, in conduit or thin treatment plats
mod
0.014

NCODD4405
3
12
2007
5DO50 - Flow, in conduit or thin treatment plant
mgd
0.013
NC0004405
3
13
2007
50050 - Flow, In conduit or thru treatment plant
mgd
0.015
NC0004405
3
14
2007
50050 - Flow, in conduit or thin treatment plant
mgd
0.016
N00004405
3
15
2DO7
50050 - Flow, in conduit or thru treatment plant
mgd
0.02
NC0004405
3
16
2007
50050- Flow, in conduit or thru treatment plant
mgd
6.034
NCOOD4405
3
17
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.02
NCODD4405
3
18
2007
SOD50- Flow, in conduit or thin treatment plant
mgd
0.02
NCDOD4405
3
19
2007
5DO50 - Flow, in conduit or thru treatment plant
mgd
0.019
NCOOD4405
3
20
2007
5D050 - Flow, in conduit or thru treatment plant
mgd
0.02
NCODD4405
3
21
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.022
NCOOD4405
3
22
2007
50050-Flow, in conduit or thru treatment plant
mgd
0.024
NCOOD4405
3
23
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.023
NCODD4405
3
24
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.02
NCOOD4405
3
25
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.019
NC0004405
3
28
2007
SDOSO - Flow, In conduit or thru treatment plant
mgd
0.019
NC0004405
3
27
2007
50D50 - Flow, in conduit or thru treatment plant
mgd
0.022
NC0004405
3
28
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.021
NC0004405
3
29
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.023
NC0004405
3
30
2007
50050- Flow, in conduit or thru treatment plant,
mgd
0.012
NCOOD4405
3,
31
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.024
NCOD04405
4
1
2007
50050 - Flow, In conduit or thin treatment plant
mgd
0.024
NC0004405
4
2
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.024
NC0004405
4
3
2007
500SO - Flow, in conduit or thru treatment plant
mgd
0.024
NC0004405
4
4
2007
50050- Flow, in conduit or ttuu treatment plant
mgd
0.02
NCOOD4405
4
5
2007
50050- Flow, in conduit or thru treatment plant
'mgd
0.011
NCOOD4405
4
6
2007
500SO - Flow, in conduit or thru treatment plant
mgd
0.001
NCODD4405
4
7
2007
S0050- Flow, in conduit or thru treatment plant
mgd
0.007
NC0004405
4
8
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.008
NCOOD4405
4
9
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.008
NCOOD4405
4
10
2007
50050- Flow, in conduit or thru treatment plant
mgd .
0.018
NC0004405
4
11
2007
50050-Flow, in conduit or ttuu treatment plant
mgd
0.019
NC0004405
4
12
2DO7
50050 - Flow, in conduit or Mru treatment plant
mgd
0.037
NC0004405
4
13
2007
50050- Flow, in conduit or tt0u treatment plant
mgd
0.026
NC0004405
4
14
2007
50050- Flow, in conduit or Om treatment plant
mgd
0.039
NC0004405
4
15
2D07
50050- Flow, in conduit or thru treatment plant
mgd
0.04
NCOOD4405
4
16
2007
50050 - Flow, in conduit or thin treatment plant
mgd
0.04
NCOOD4405
4
17
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.001
NCOOD4405
4
18
2007
SDO50- Flow, in conduit or thru treatment plant
mgd
0.011
NC0004405
4
19
2007
50050- Flow, In conduit or thru treatment plain
mgd
0.031
NCOOD4405
4
20
2007
50050- Flow, in. conduit or thin treatment plant
mgd
0.058
NCODD4405
4
21
2007
5DO50- Flow, in conduit or thru treatment plant
mgd
0.022
NCOD04405
4
22
2007
6D050 - Flow, in conduit or Mru treatment plant
mgd ,
0.021
NC0004405
4
23
2007
50050- Flow, In conduit or thin treatment plant
mgd
0.021
NC0004405
4
24
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.021
NC0004405
4
25
2007
50050- Flow, in conduit or thin treatment plant
mgd
0.018 -
NC0004405
4
26
2007
50050- Flow, in conduit or thru treatment plan
mgd
0.014
NC0004405
4
27
2007
50050 - Flow, in conduit or thin treatment plant
mgd
0.037
NC0004405
4
28
2007
50050- Flow, in conduit or On treatment plant
mgd
0.023
NC0004405
4
29
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.023
NC0004405
4
30
2007
50050 - Flow, In conduit or thru treatment plant
mgd
0.022
NC0004405
5
1
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.034
NCOOG4405
5
2
2007
50050. Flow, in conduit or thru treatment plant
mgd
0.014
NC0004405
5
3
2007
50050- Flow, in conduit or thru treatment plant
mgd
_ 0.011
NC00044DS
5
4
2007
50050- Flow, In conduit or thin treatment plant
mgd
0.019
NC0004405
5
5
2007
50050-Flow, in conduit or thru treatment plant
mild
0.043
NC0004405
5
6
2007
50050 - Flow, In conduit or thru treatment plant
mgd
0.042
NC0004405
5
7
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.D42
NC0004405
5
8
2007
5DO50 - Flow, In conduit or thru treatment plant
mgd
0.018
NC0004405
5
9
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.022
NCOOD4405'
5
10
2007
50050- Flow,In conduit or thru treatment plant
mgd
0.021
NC0004405
5
11
2007
50050- Flow, In conduit or thin treatment plant
mgd
0.039
NCOD04405
5
12
2007
50050- Flow, in conduit or thru treatment plant
mild
0.035
NC0004405
5
13
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.038
NC0004405
5
14
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.038
NC0004405
5
15
2007
5DO50 - Flow, in conduit or thru treatment plant
mgd
0.027
NC0004405
5
16
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.023
NCOOD4405
5
17
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.024
NCD004405
5
16
2007
50050 - Flow, in conduit or thin treatment plant
mgd
0.014
NC0004405
5
19
2DO7
50050- Flow, in conduit or thru treatment plant
mgd
0.007
NC0004405
5
20
2007
50050- Flow, in conduit or thru treatment plant
mid
O.DO6

"0.0
pow
Weld wougeaq rugl to ylnpum u!'-]:I-09009,
LOOZ
6Z
L
SO"OOOON
gg0.0
pBw
Weld wowleaq nnn io llnpum ul'moIj- OSO05
LOOZ
9Z
L
SOC40000N
90.0
pow
weld Wawleaq nn0 io llnpum u!'Mold-05009
LOOZ
LZ
L
90"ODOON
5E0.0
PBw
lucid wowleal wql jo Pnpum u!'Mold-05005
LOOZ
9Z
L
90"MON
4Z0•o
Pow
lucid wawleag ruyl jo Pnpum u!'mo!j-OSoOS
LOOZ
SZ
L
SOPOD 00N
100'0
PBw
Weld luougeaq nnn to llnpum ul'moIj- 0S005
LOOZ
4Z
L
90VMMON
690'0
pow
Weld Wawleal rugl to llnpum ul'mo!j-09009
LOOZ
EZ
L
90400003N
90'0
Pow
weld Waugeag roil to llnpum ul'mo!j- OSOOS
LOOZ
ZZ
L
90bb0000N
90'0
Pow
Weld Wawlearl rugl to llnpum ul'mclj- 09009
LOOZ
LZ
1
90"0000N
ZLO'0
Pow
Weld luawleaq nn0 to llnpum ul'moIj-OSM
LOOZ
OZ
L
SOVVMC)N
901'0
.pow
Weld Prawlean ruyl to Pnpum ul'mo!j-OSOOS
LOOZ
61
L
90460000N
L80.0
.PBw
weld wawleaq nnOlo t!npum ul 'mo! j - OSOOS
LOOZ
81
L
90>40000N
L90'0
PBw
Weld wowleaul rulp io llnpum ul'mold- 05005
LOOZ
LL
L
9066000ON
ZZO'O "
PBw
weld wougeaq rugl to Pnpum ul'Mold -OSooS
LOOZ
91,
L
90"OMON
EZO'0
pow
lucid wewleaq nn0 io gnpum u!'M01d- 09009
LOOZ
Sl
L
SOVVOOOON
EZO'0
Paw
lucid praunearl rulp 107!npum ul'M01d- 0900S
LOOZ
41
L
90"OD00N
910'0
Pow
weld praugeaq lulu jo nnpum ul'mgj-OS005
"LOOZ
EL
L
9D"0000N
L10'0
Pow
lucid Wawwwl roil jo llnpum ul'Molj-OSOOS
LOOZ
ZL
L
so"Oo00N
990'0
Paw
lucid lueugeeq roil io llnpum ul'molj-OSOOS
LOOZ
11
L
SOVVOOO::)N
800'0
PBw
Weld wowleaq roil jo llnpum W 'mold -OS00S
LOOZ
M
L -
SO490000N
10'0
POW
Weld Waugeaq nun io llnpum ul'/oIj-OSOOS
LOOZ
6
L
SD690007N
10'0
PBw
weld Waugeag rum io llnpum ul'AkoId-OSoOS
LOOZ
8
L
SO"OOOON
10'0
PBw
lucid wougean nno to llnpum ul'N+old- OS00S
LOOZ
L
L
90"O000N
9E0'o
pow
weld wowleag nnn io ynpum ul wolj- OSOOS
LOOZ
9
L
904b0000N
Zl0'0
Paw
lucid Wawleag rugl to llnpum ul'mold-oSoOS
LOOZ
S
L
SO460000N
600.0
pow
weldweugean rugl io llnpum u!'molj-OS009
LOOZ
4
L
909b000JN
ZITO
paw
lucid 3vow"A nM jo Pnpum u!'Mold-05009
LOOZ
E
L
90VV000ON
EEO'O
Paw
weld wowwan rWl jo llnpum ul'mc)Id-o5005
LOOZ
Z
L
9OV0000ON
EE0'0
Pow
Weld luawwag rugl ub llnpum ul'Mold-OS005
LOOZ
I,
L
.SO44000JN
ZEO'0
Paw
weld waugeag wql uo llnpum u!'m01j-0S00S
LOOZ
OE
9
9069000JN
9Z0'0
paw
weld wougeaq rugs uo i!npum ul'Mold-09009
LOOZ
6Z
9
SOMOOON
ZO'O
PBw-
lucid luaugeeg ruts uo llnpum ul'moIj-OS005
LOOZ
ez
0
SO460000N
610.0
pow
weld luawleag rugl uo llnpum u!'Mold-OSOOS
LOOZ
LZ
9
90460000N
6E0'0
pow
Weld waugean rugl jo llnpum u!'Mold-OSo08
LOOZ
9Z
9
90460000N
LEO'O
PBw
weld waugean rwo jo nnpum ul'—Ij -0900S
LOOZ
SZ
9
90V000GON
LEO'O
Paw
weld waugean ruto uo llnpum ul'moId-oSo05
LOOZ
,4Z
9
SOb40000N
LEO'0
PBw
Weld Wawlewl wql jo llnpum ul'Mold- OS00S
LOOZ
EZ
9
SO660000N
800'0
Pow
Weld wewleag roil uo llnpum ul'MOIj-OS004
LOOZ
ZZ
9 -
SO440000N
910'0
pow
lucid wawlean ruo jo llnpum u!'Mold -OSOOS
LOOZ
LZ
9
90Y60000N
lZ0•o -
Paw
lucid Wawlean FM jo llnpum ul'M01j- OSOOS
LOOZ
OZ
9
9OL00003N
E0"0 _
pow
weld wewleaq rugl jo llnpum ul'Mold- OS00S
LOOZ
%
9
SO"OOOON
L40'o
Paw
weld luawlean rulp jo llnpum u!'m01j-OSOOS
LOOZ
81
9
S094000ON
99'0
pow
weld Waugeal nRo to llnpum ul'moIj-OSOOS
LOOZ
a
9
SOb60o0JN
90'0
PBw
weld wouneaq nap jo llnpum ul'moIj-09009
LOOZ
91
9
50460000N
Sp0.0
pow
Weld waugeap rugs to llnpum u!'m01j-OSOOS
ZOO
SL
9
SOV60000N
110'0
Pow
lucid Praugeaq rugl uo llnpum ul'molj-09009
LOOZ
41
9
90460000N
410'0
PBw-
lucid wawleaq wql to unpum u!'molj- OS009
LOOZ
EL
9.
9061,0000N
BZO'o
Paw
weld wewleaq nnn jo llnpum ul'molj- 09009
LOOZ
Zl
9
900VMON
81.0'0
Pow
weld wawleaq rugl to llnpum ul'molj-09009
LOOZ
11
9
SO69000ON
91.0'0
PBw
weld wounean rail jo llnpum u!'mgj-0S00S
LOOZ
Ol
9
90"ODO1N
810'0
pow
Weld luawleal rwo to nnpum u!'mold-OSo09
L00Z
6
9
SO6VMON
1.0'0 -
Pow
lucid wouneag rugl uollnpum ul'mold-OSOOS
LOOZ
9
9
50990000N
Zl0'0
Paw
weld wawwan roil uo llnpum ul'moIj-OSOOS
LOoZ
L
9
SOVOMON
g10,0
pow
weld wawlean rugl to llnpum u!'mgj-OSOOS
LOOZ
9
9
9011MON
990'0
pow
Weld wowleaq rug) to llnpum ul'mo!j-OSo05
L00Z
S
0
SOY90000N
610'0
- PBw
lucid wounean roil uo llnpum g'molj-OSOOS
LOOZ
9
9
SOY4000:1N
610'0
- Paw
weld wougearl wql to Lnpum ul'moId-oSoOS
LOoZ
E
9
SOttM:)N
610'0
pow
weld waugearl ru41 jo llnpum ul 'mold-0So05'
ZOO
Z
9
SOVVOOOON
ZZO'0
paw
weld Wawlean rugl uo llnpum ul' Ij-OSmS
LOOZ
1
9
SO49000ON
4l0'0
pow
lucid wowleag ruyl jo llnpum ul *01.1.OSOOS
LOOZ
lE
S .
90"OD00N
ZZ0.O
pow
weld wawleaq wql jo llnpum ul'moId-05009
LOOZ
OE
S
90b40000N
ZO'0
pow
lucid luauneaq roil jo i!npum ul'moIj- OSOOS
LOOZ
6Z
S
50660000N
ZZO'0
pow
Weld luawleal ruM to llnpum u!'mo!j-OS00S
LOOZ
BZ
S
SO460007N
EZO'0
paw
Weld wowlearl ru41 jo 1!npum u!'mo!j-09009
LOOZ
LZ
S
SO"OOOON '
EZO'O
pow
weld wawleag rw810 Pnpum g'molj -OS009 -
LOOZ
9Z
S
90Y>0000N
LZO'O
PBw
We!d wawleaq rwo 10 llnpum u!'^+gd-OSOoS
LOOZ
SZ
S
5046000:1N
610'0
Paw
weld lupwwaq rugl jo Bnpum ul' 1.1-OSOOS
LOOZ
4Z
S
SO4b0OOON
ZO'0
pow
Weld Wawlean rugl jo llnpum u!'m01j-OSOOS
LOOZ
EZ
S
90MO60N
6E0'O
pow
weld wawleen rural to llnpum ul'A%oIj-OSOOS
LOOZ
ZZ
S
90960000N
900'0
PBw
weld wounea l rugl jo llnpum ul %oW -OS0o5
L00Z
lZ
9
90C90000N

NCOOD4405
7
30
2007
50050 - Flow, in conduit or thru treatment plant
mild
0.043
NC0004405
7
31
2007
50050 - Flow, in conduit or thru treatment plant
mild
0.083
NC0004405
8
1
2007
50050 - Flaw, In conduit or thru treatment plant
mgd
0.029
NC0004405
- 8
2
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.025
NC0004405
8
3
2007
50050= Flow, in conduit or thru treatment plant
mgd
0.03
NC0004405
8
4
2007
50050 - Flow, In conduit or thru treatment plant
mgd
0.007
NC0004405
8
5
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.006
NC0004405
8
6
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.006
NCOD04405
8
7
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.021
NCOD04405
8
8
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.014
NC0004405
8
9
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.008
NCOOD4405
8
10
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.009
NC0004405
8
11
2007
50050 - Flaw, in conduit or thru treatment plant
mgd
0.006
NC0004405
8
12
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.005
NC0004405
8
13
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.005
NC0004405
8
14
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.002
NC0004405
8
15
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.01
NC0004405
8
16
2007
60050- Flow, in conduit or thru treatment plant
mgd
0.026
NC0004405
8
17
2007
50050 - Flow, in conduit or thru treatment plant
mid
- 0.009
NC0004405
8
18
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.003
NCOOD4405
8
19
2007
50050 - Flow, In conduit or thru treatment plant
mgd
0.003
NC0004405
8
20
2007
50050 - Flow, In conduit or thru treatment plant
mgd
0.002
NCOD04405
8
21
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.014
NC0004405
8
22
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.014
NC0004405
8
23
2007
50050 - Flow, in conduit or ttuu treatment plant
rtgd
0.015
NCOOD4405
8
24
2007
50050 - Flaw, in conduit or thru treatment plant
mgd
0.038
NC0004405
8
25
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.05
NC0004405
8
26
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.05
NCOOD4405
8
27
2007
50050- Flaw, in conduit or thru treatment plant
mgd
0.05
NCOOD4405
8
28
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.008
NC0004405
8
29
2007
S0050 - Flow, in conduit or thru treatment plant
mgd
0.015
NCOOD4405
8
30
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.015
NC0004405
8
31
2007
60050 - Flow, in conduit or thru treatment plant
mgd
0.052
NC0004405
9
1
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.011
NC0004405
9
2
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.01
NCOOD4405
9
3
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.01
NC0004405
9
4
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.003
NC0004405
9
5
2007
500.50 - Flow, In conduit or thnr treatment plant
mgd
0.002
NC0004405
9
6
2007
50050 - Flow, in conduit or thnr treatment plant
mgd
0.006
NC0004405
9
7
2007
50050- Flow, in conduit orthru treatment plant
mgd
0.005
NCOOD4405
9
8
2007
60050 - Flow, in conduit or thru treatment plant
mgd
0.019
NCOOD4405
9
9
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.019
NC0004405
9
10
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.018
NCOOD4405
9
11
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.003
NC0004405
9
12
2007
60050 - Flow, In conduit or thru treatment plant
mgd
0.003
NC0004405
9
13
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.009
NCOOD4405
9
14
2007
50050 - Flow, In conduit or thru treatment plant
mild
0.02
NC0004405
9
15
2007
50050 - Flow, In conduit or thru treatment plant
mgd
0.03
NCOOD4405
9
16
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.029
NC0004405
9
17
2007
50050- Flow, in conduit or thin treatment plant
mgd
0.029
NC0004405
9
18
2007
SMO - Flow, in conduit or thru treatment plant
mgd
0.001
NC0004405
9
19
2007
50050- Flow, in conduit or thru treatment plant
rtgd
0.003
NCOOD4405
9
20
2007
50050 - Flow, in conduit or thru treatment plant
rtgd
0.007
NC0004405
9
21
2007
50050 - Flow, In conduit or thru treatment plant
mgd
0.031
NC0004405
9
22
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.017
NC0004405
9
23
2007
50050 - Flaw, in conduit or thru treatment plant
rtgtl
0.016
NC0004405
9
24
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.016
NC0004405
9
25
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.013
NC0004405
9
26
2007
50060 - Flow, in conduit or thru treatment plant
mgd
0.019
NCOD04405
9
27
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.01
NC0004405
9
28
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.016
NCDO04405
9
29
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.027
NCOOD4405
9
30
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.027
NC0004405
10
1
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.026
NC0004405
10
2
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.009
NC0004405
10
3
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.011
NC0004405
10
4
2007
- 50050 - Flow, in conduit or thru treatment plant
mgd
0.019
NC0004405
10
5
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.027
NC0004405
10
6
2007.
50050 - Flow, in conduit or thru treatment plant
mgtl
0.028
NC0004405
10
7
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.028

NC0004405
10
8
2007
50050 - Flow, In conduit or thin treatment plant
mgd
0.02a _
NC0004405
10
9
2007
50050 -Flow, In conduit or thru treatment plant
mgd
0.019
NC0004405
10
10
2007
50050 - Flow, in conduit or thru treatment plant
- - mgd
0.028
NC0004405
10
11
2007
50050- Flow, in conduit or rem treatment plant
mgd
0.019
NC0004405
10
12
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.004 -
NC0004405
10
13
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.021
NC0004405
10
14
2007,
50050- Flow, in conduit or thru treatment plant
mgd
0.02 -
NC0004405
10
15
2007
50050- Flow, In conduit or thru treatment plant
mgd
0.02
NC0o04405
10
16
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.008
NC0004405
10
17
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.012
NC0004405
10
to
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.024
NC0004405
10
19
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.031
NC0004405
10
20
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.037 '
NC0004405
10
21
2007
50050 - Flow, in conduit or thin treatment plant
mgd .�
0.037
NC0004405
10
22
.2007
50050- Flow, in conduit or thru treatment plant
mgd
0.037
NC0004405
10
23
2007
50050- Flow, in conduit or thru treatment plain
mgd
0.038
NC0004405
10
24
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.071
NC0004406
10
25
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.127
NC0004405
10
26
2007
50050 - Flow, In conduit or thru treatment plant
mgd
0.048
NC000440.5
10
27
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.024
NC0004405
10
28
2007
50050- Flow, In conduit or thru treatment plant
mgd
0.024
NC0004405
10
29
2007
50050- Flow, In conduit or thm treatment plant
mgd
0.027 '
NC0004405
10
30
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.001
NC0004405
10
31
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.007
NC0004405
11
1
2007
50050- Flow, in conduit or thin treatment plant
mgd
0.01 '
NC0004405
11
2
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.018
NC0004405
11
3
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.01
NC0004405
11
4
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.009
NC0004405
11
5
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.009
NC0004405
11
8
2007
60050- Flow, in conduit or thru treatment plant
mgd
0.009
N00004405
11
7
2007
50050-Flow, In conduit or thru treatment plant
mgd
0.005
NC0004405
11
8
2007
50060 - Flow, in conduit or thru treatment plain
mgd
0.001
NC0004405
11
9
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0,009
NC0004406
11
10
2007
50050- Flow, In conduit or thru treatment plant
mgd
0.018
NC00t14405
11
11
2007
50050- Flow, in conduit or thm treatment plant
mgd
0.018 _
NC0004405
11
12
2007
50050-Flow, In conduit cr thru treatment plant
mgd
0.017
NC0004405
11
13
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.01
NC0004405
11
14
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.022
NC0004405
11
15
2007
50050 - Flow, in conduit or thin treatment plant
mgd
0.633
NC0004405
.11
18
2007
50050 - Flow, in conduit or thin treatment plant
mgd
0.019
N00004405
11
17
2007
60050- Flow, in conduit or rem treatment plant
mgd
0.024
NC0004405
11
18
2007
50060- Flow, In conduit or thru treatment plant
mgd
0.024
N00004405
11
19
2007
50050 - Flow, In conduit or thin treatment plant
mgd
0.025
NC0004405
11
20
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.024
NC0004405
11
21
2007
50050- Flow, In conduit or thin treatment plant
mgd
0.027
NC0004405
11
22
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.027
NC0004405
11
23
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.027 r
NC0004405
11
24
2007
50050 - Flow, In conduit or thm treatment plant
mgd
0.028
NC0004405
11
25
2007
60050- Flow, In conduit or thin treatment plant
mgd
0.026
NC0004405
11
28
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.005
NC0004405
_ 11
27
2007
60050- Flow, in conduit or thin treatment plant
mgd
0.033
NC0004405
11
28
2007
60050 - Flow, in conduit or thin treatment plant
mgd
0.015
NC0004405
11
29
2007
50050 - Flow, in conduit or thin treatment plant
mgd
0.014
NC0004405
11
30
2007
50050 - Flow, in conduit or thin treatment plant
mgd
0.007
NC0004405
12
1
2007
50050- Flow, In conduit or thin treatment plant
mgd
0.007 -
NC0004405
12
2
2007
50050- Flow, in conduit or thin treatment plant
mgd
0.007 ,
NC0004405
12
3
2007
50050 - Flow, in conduit or thin treatment plant ,
mgd
0.006
NC0004405
' 12
4
2007
50050 - Flow, in conduit or thin treatment plant
mgd
0.009
NC0004405
12
5
2007
50050 - Flow, in conduit or rem treatment plant
mgd
0.033
NC0004405
12
6
2007
50050- Flow, in conduit or thin treatment plant
mgd
0.01
NC0004405
12
7
2007
50050 - Flow, In conduit or thin treatment plant
mgd
0.007
NC0004405.
.12
8
2007
50050 - Flow, In conduit or thin treatment plant
mgd
0.013
NC0004405
12
9
2007
50050 - Flow, in conduit or thin treatment plant
mgd
0.013
NC0004405
12
10
2007
50050 - Flaw, in conduit or thin treatment plant
mgd
0.013
NC0004405
12
11
2007
50050- Flow, in conduit or thin treatment plant
mgd
0.018
NC0004405
12
12
2007
50050 - Flow, In conduit or thin treatment plan
mgd
0.031
NC0004405
12
13
2007
50050 - Flow, in conduit orthm treatment plant
mgtl
0.028
NC0004405
12
14
2007
50050 - Flaw, in conduit orthm treatment plant
mgd
0.022
NCOD04405
12
15
2007
50050- Flow, in conduit or thin treatment plant
mgd
0.027
NC0004405
12
18
2007
50050- Flow, in conduit or thin treatment plant
mgd
0.027

NC0004405
12
17
2007
50050-Flow, in conduit or thru treatment plant
mgd
0.026
NC0004405
12
18
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.007
NC0004405
12
19
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.004
NC0004405
12
20
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.005
NC0004405
12
21
2007
50050- Flow, In conduit or 0uu treatment plant
mgd
0:025
NC0004405
12
22
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.046
NC0004405
12
23
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.047
NC0004405
12
24
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.047
NC0004405
12
25
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.006
NC0004405
12
28
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.019
NC0004405
12
27
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.054
NC0004405
12
28
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.022
NC0004405
12
29
2007
50050 - Flow, in conduit or thru treatment plant
mgd
0.093
NC0004405
12
30
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.094
NC0004405
12
31
2007
50050- Flow, in conduit or thru treatment plant
mgd
0.094
Average
0.029 '

Whole Effluent Toxicity Testing Self -Monitoring Summary
FACB-ITY REQUIREMENT
YEAR JAN
FEB
MAR
APR
MAY7UN.
JUL
AUG_
•SEP
OCr
NOV
April ta, zoos
DEC
Claremont -McLin Creek WWTP . chr Jim: 9%
Ceu7dPF
2004 Paw
-
-
Pew
- -
Pass
'
NCO081370/001 Begin:2/l/2006 Frequenry:Q Jan Apr Jul Oct
+ NonComp:Single
2005 Pass
-
-
Paw
-
-
Pass
Pass
-
-
•c
County: Catawba Region: MRO Subbasin: CTB32
_
2008 Pass
-
-
Paw
-
-
Pass
-
-
pass
PF: 0.3 , Special
2007 Pas.
- -
-
Pass
-
-
Pass
pass
-
-
7Q10:5.0 IWC(°/s)9.0 Order.
_
2008 Paw
-
--
_
-
-
Pass
-
-,
Claremont North WWTP chrlim:l3%
- Ceri7dPF
2004 Pass
--
-
Pass
----
-
_-
Pass
-_-
-
---
-
--- -
NC0032662/001 Begin:2/I/2006 Frequency:Q Jan Apr Jul Oct
+ NonComp:Single
2005 Pass
-
-
Pass
-
-
Pass
-
-
-
Pass
County: Catawba Region: MRO Subbasin: CTB32
2006 Pass
-
-
Paw
-
-
Pass
-
-
-
Peas
Pass
-"
-
PF: 0.10 special - .
2007 Pass
-
-
,Pass
-
-
Pas.
-
Pass
-
•
7010: 1.0 IWC(%s)13 Order.
20D8 Pass
-
'
_
-
-
Charting Corp.-Mi. Holly Plant Chr Lim: 1.8 -
Ceri7dPF
4 2004 2.5(s) ,
1.6
Pass
-
----
Pass
-
-
Pass
'Pass
' NC0004375/001 Begin:7/1/2005 Frequency: Q Mar Jun Sep Dec
+ NonComp: Single
2005 -
-
' Pass
-
-
pass.
-
-
Pass
-
..
-
County: Mecklenburg Region: MRSubbasin: CTB34
'2006 -
-
Pas.
-
-
Pass
-
-
Paw
-
-
Pass
PF: S 3.9 special
20077 -
-
Pase
-
-
Pass
-
Paw
-
-
Pass
7Q10: 329 IWC(%) 1.8 Order:
2008 -
-
_
-
_
Pass
-Clarkton WWTP , chr Jim: 90%
Ced7dPF
2004 Pass
-
-
Pats
-
-
Pass
-
-
Paw
-
-
NCO021610/001 Begin:l0/l/2OD4 Frequency. Q Jan Apr Jul Oct
+ NonComp:Single
2005 Pas
-
-
Pass
-
-
pass
-
-
Paw'
-
.
County: Bladen Region: FRO Subbasin: LUM58
�-
2006 Pass
-
-
Fail
59.0
58.1
94.9
-
-
Pass
-
"
PF: 0.24 Special
2007 -Fail
822
>100 "-
Fail
522
31.8,
Pass
Paw
7Q10: 0.0 IWC(%) 100 Order.
2008 Paw
-
-
r
s
Clayton WWTP _ chr lim: 1.60/. & 1.9 MGD or 2.0% @2.5 MOO Ceri7dPF
2004 -
-
Pa..
• -
-
Pass
-
-
pass
,I
NCO025453/001 Begin:4/l/2003 Frequency: Q Mar Jun Sep Dec
+ NonComp:Single
2005 -
_ -
Pass
-
_
Pass
-
-
Pass
-
-
Pass
County: Johnston Region: RRO Subbasin: NEU02
2006 -
-
Pass
-
-
Pass
-
-
Pass
-
-
-
Pass
Pass
PF: 1.9 Special
2007 -
-
Pass
-
-
Pasa,>8(P)
>6(P)
>8(P)
Pass,-B(P)
-
-
Pass
7Q10: 186 IWC(a/e) 1.6 Order:
2008 -
-
Pass
.
Cleveland WWTP chr Jim: 3.0%
'
Ceri7dPF
2004 >9(p)
>9(p)
_ Pasa>9(p)
>9(p)
-
NR
Pass
-
Pass
-
-
NR/Pass
NCO049867/001 Begin:10/1/2004 Frequency: Q Mar Jun Sep Dec
+ NonComp:Single
20D5 -
-
Pass
.-
-
Pass
-
-
Paw
-
-
Pass
_ County: Rowan Region: MRO . Subbasin: YAD06
2006 -
-
invalid
Pass
-
Pass.
-
-
Peas
PF: 0.27 Special
2007 _
- ..
Pass
-
-
Pass
-
-
Pass
-
-
-
-
Pass
Peae
'
7Q10: 14.0 • IWC(%) 3.0 Order.
-
2008 -
-
'
_
-
Callow }Y;Dr3trid (1' 1'-':y chr
�y ,,.. �
Ceri7dPF
2004 Paw
-
-
Paw
-
-
Pass
-
-
Paw
-
-
1VC0004405/001`Hegm•b%II2006 Frequency.Q Jan Apr3ul Oct
+ NO_nComp:Single
2005 Pew
-
-
Pass
-
-.
Pass
-
-
Paw
County: Rutherford Region: ARO ,Subbasin: BRD02
20DS Pass
-
-
-Paw
-
-
Pass
-
- -'
pass
. PF: 1.75 ! Special
'2007 Pam
-
-
pas.
-
-
Pass
- •
-
Pass
.
7Q10: 62.10 IWC(%)4.19 or&,..
2005 Pass
Clinton -Larkins WPCF chr lim: 90%
Ceri7dPF
2004 -
-
Paw
-
-.
Peas
-
-
Pass
-
-
Pass
_ NCO020117/001 Begin:2/1/2003 . Frequency: Q • Mar Jun Sep Dec
+ NonComp:Single
2005 -
-
Paw
-
-
Pas. 't
-
-
Pass
County: Sampson Region: FRO Subbasin: CPF19
2006 -
-
Pass>100(P) >100(P)t
>100(P) .
Pass
-
-
paw
-
-
-
-
pass
Pass
• PF: 5.0 Special
2007 -
_
Pass
-
-
Pas.
-
-
Pasa
-
-
.
Pas
.,
-7Q 10: 0.0 IWC(a/.) 100 Order:
2008 -
-
paw
CMUD-Irwin Creek WWTP clulim:83%
Cer7dChV
4 2004 Pass
-
- -
>100
-
-
>too
-
-
95.7700(P) -
-
NC0024945/001 Begin:6/l/2005 Frequency:Q Jan Apr Jul Oct
+ NonComp:Single
2005 50.8
.100
>100
>100,>Ioo(P) -
-
>100
-
-
>100
-
-
County: Mecklenburg - Region: MRO Subbasin: CTB34
PF: 15.0 special
20D6 95.7,>100(P) -
2007 >I00 -
-
-
>100 ' '
>100
-
-
>100 -
'71.9,>100(p)
-
>100
7Q10:4.9 IWC(/.)83.0 Order. t '
2008 >100
-
-
-
>100
MOD
>100
CMUD-Mallard Cr. WWTP chr lim: 90%
Ceri7dPF
2004 -
Pass
-
-
-100
-
-
>100
-
-�
975,>t0D(P) --
_ '
NC0030210/001 Be in2/1/2004 Frequency: ry: Q Feb May Aug Nov,
'+ NonComp:ChVAvg
2a05 -
>700-
-
97.5,>100P
>100
-
97.5
County: Mecklenburg Region: MRO Subbasin: YADI1
20D6 -
92.5>100(P) -
-
Pass
-
-
>100
-
-
>100
'PF: 6.0 special
2007 -
>100
-
-
>100
-
-
97.5>100(P) -
-
>100
-
7Q10: 0.64 IWC(%) 94.0 Order.
2008 -
>100
CMUD•McAlp)neWWTP chr him: 90%
C,,7dChV
4f 2004 -
-
>100
-
-
>100
-
-
97.5
-
-
77.9,>100(P).
NCO024970/001 Begin:9/l/2006 Frequency:Q Mar Jan Sep Dec
+ NonComp:Single
2005 >100
>100
>100,>100(P) -
-
>100.W(I(P)
-
County. Mecklenburg Region: MRO .Subbasin: CTB34
2006 -
-
>100
-
-
1100
-
-
>100>100(P)
-
-100
PF: 64.0 special "
2007 -
-
>100
-
>100(P)>100
-
-
>100
-
>100
7Q10: 0.3 IWC(%a) 99.35 Order.
2000 -
-
it Pre 2004 Data Available ,
LEGEND:
PERM= Permit Requirement LET = Administrative Letter -Target Frequency = Monitoring frequency: Q- Quarterly; M. Monthly; BM- Bimonthly; SA- Semiannually; A- Annually; OWD- Only when discharging; D. Discontinued monitoring requirement
.Begin = First month required 7Q10 = Receiving stream low flow criterion (cfs) += quarterly monitoring increases to monthly upon failure or NR Months that testing must occur- ex Jan, Apr, Jul, Oct NonComp = Current Compliance Requirement
PF- Permitted flow (MGD) IWC^/- Instreamwasteconcentration P/F=Pass/Fail test AC=Acute CHR=Chronic
Data Notation: f - Fathead Minnow, • - Ceriodaphnia sp.; my - Mysid shrimp; ChV - Chronic value; P - Mortality of stated percentage at highest concentration; at - Performed by DWQ Aquatic Tox Unit; bt - Bad test
Reporting Notation: Data not required; NR - Not reported .Facility Activity Status: I - Inactive, N - Newly,Imued(To construct); H -Active but not discharging; t-More data available for month in question; = ORC signature needed

E]FILE. e OY
STAFF REPORT
TO: Susan Wilson
FROM: Roy Davis
DATE: May 30, 2008
SUBJECT: NPDES Permit Renewal
Cliffside Sanitary District
---(Formerly Cone -Mills Cliffside)-
Wastewater Treatment Plant .
NPDES Permit Number NC0004405
Rutherford County
The Cliffside Sanitary District is served by an old industrial extended aeration
WWTP having a rated capacity of 1.758 MGD. The plant units consist of:
• Influent pump station and bar screen
• Aeration basin with floating aerators
• Two circular secondary clarifiers
• Aqua disc filter
• chlorination, dechlorination, and reaeration
• aerated sludge holding tank with floating aerator
With the closing:of three textile plants, the current flow is a. mere shadow the flow
once treated by this wastewater treatment plant. I recommend that -the NPDES
permit be reissued.
Xc: Keith Haynes
Janet Cantwell
G:\WPDATA\DEMWQ\Rutherford\04405 Cliffside SD WWTP\Permit Renewal Staff Report.08.doc

Cliffside Sanitary District
136 Hawkins Loop Rd.
P.O. Box 122
Cliffside, NC 28024
January 29, 2008
Mrs. Dina Sprinkle
NC NENR / DWQ / Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: NPDES Permit Number NC0004405
Rutherford County
Dear Mrs. Sprinkle:
LJ
JAN 3 1 2008 -1
TT---
We are requesting the renewal of the above mentioned permit. The treatment facility since January
2006 has been operating with a large reduction in flow. Three of the industrial plants discharging to the
facility have closed with only one still in operation. We are now operating the facility with a partially .
mixed aeration lagoon, one secondary clarifier, one tertiary filter, and chorination/dechlorination. The
facilities biosolids permit is still in effect but no solids are being generated at this time. The facility last
land applied in 2005.
The priority pollutant testing is being conducted, we will submit the results when they have been
completed. If there are any questions or if additional information is needed please call me at (828) 287- _
6300.
Sincerely,
Barry Jones
Chairman Cliffside Sanitary District
Enclosures

2 - 500, o oo GAL.
SLUDGE 5T6E. TA 3JK5
r
IN FLUENT
DF.51G4�- 1.'75 MGD
FLOW ' . 0 .0 3 ' MGD
SLUDGE
LOADING
`f-M T►aN
J
J
w �
� FINAL
GLARIFf
J
!X
z
C
BAR
.5,RE1:N
RA PI D
M (XER
AERATION ,54SIN
(AEC: ANIGA- L 4KATOPQ
w �
0
w �
>� V)
} RETvRN SLUD6E
a Pvmr SLpG_
ui
>x
0
p AeKATOW,�`
C LZ CONTACT
REAEPArION TANK
CLIFF )E COMMUNITY
CONE JACQUARDS
SUL;:UILIG
AGID TANK
tirvFRS►oN &�x
r`-INAL
QGE GLA RI F1 ER
POLYMER d PP/T/O Y
AgUA
DISK
FILTRA TI
1 GLZ
STG t .
Fl 0CL'UL47 -/0N
- so2
STGE.
001 DI.5CHARGc
0.03 MGD COLOQ 2EMOVAL
_9E-TURN 5LUD6E
PUMP STATION
: TE WA T EF, -F C O W
CIPFE-51PE-YiW45T, "'WATER TREATMENT PCAMT
DC5UHARGF-56RIA L No. col
lPA-f E: I- 10--0?

601
:796
\ �ON L 0 CW TTION &1f 14'
�! 3 14 l5 ' '
-0 0fiQO/� TDPOG,�9Pi`1/C /LT.�P Of ��E
6T5
Cl /lfrS/e& WW37r' I_'T W %e
C>oviV TY —IV, c.

t
�F W A Tlc,4 Michael F Easley Governor? '
Q.
G - m William G Ross Jr., Secr..tary
rNorth Carolina D artme It of-Environment-and.Natural esources
p Alan W. Klimek; P. Director
Division Of - a�er Quality .
Ali F ��
August 11, 2006 � S 2006
Mr. B : W. Jones,
WATER QUALITY.SECTiQI� '
'Cliffside Sanitary District ASHEVILLE REGIONAL OFFICE r
P. O. Box 122 -
Cliffside, NC 28024
Subject: Issuance of NPDES Permit
:Permit -No. NC0004405
Cliffside Sanitary District WWTP
Rutherford County
Dear Mr. Jones: '.
Division personnel have reviewed and approved your request to transfer ownership, and to reduce
monitoring frequency of the 'subject permit, received on June 14, 2006. This -permit modification documents the
change in ownership and reduction in monitoring requirements: Please find enclosed the revised permit:.
This revised- permit includes the following changes from your current.permit:.
:> The flow to the plant was limite&to 0.050 MGD atthis time, based on the,current domestic
contribution to the plant. Should annual average flow reach eighty percent (80%) of 0.050 MGD
(approximately 0.040 MGD), then Cliffside Sanitary District shall meet the limits presented in .
effluent limitations and monitoring requirements A. (2.).
_. ➢ Monitoring requirements for BODs, COD,, TSS- and fecal coliform were changed to once per week
because of the current reduction in waste stream. Iri addition, monitoring requirements for sulfide,
phenols, total. chromium, copper, and; zinc were also changed to semi-annually.
All other, terms and conditions contained; in the original permit remain unchanged and in full effect. This
permit modification is issued under the requirements of North Carolina General Statutes 143-215.1 and"the
Memorandum of Agreement between North Carolina and-U.S. Environmental Protection Agency: _
If you are interested in getting your permit limits modified to reflect your current. waste stream,. you..
would have to submit a completed NC Form A with a check of $215, so that We can modify the permit limits to
- reflect your.current waste stream (which is predominantly domestic wastewater).
Please feel free to'contact Agyeman Adu-Poku at [phone], extension 508 with any questions
regarding this permit modification: ;
Sincerely,
lan W. Klimek, P.E.
cc: Central file
NFDES' Unit File 4
11�
Q� sjl evi� lie Regional-Office/-S_urface_Water Protection -1' o Caro ina
Aquatic Toxicology Unit _aturahly.
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwaterquality.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone] .; 1'-877-623-6748 .
An Equal Opportunity/Affirmative Action Employer— 50% Recyded/10%o Post Consumer Paper. .
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Cliffside Sanitary District WWTP
Facility Location
State Grid6uad: G I NE / Chesnee Latitude: 35' 13' S9" N not to scale
Longitude:. _ 81° 45' S9" W
Receiving Stream: Second Broad River Drainage Basin: Broad River NPDES Permit NO.'NC0004405
Stream Class: C Sub -Basin: 03-08-02 p tO j i�
V Rutherford County.

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ed
Q�._,.Q��ik4 5¢
Flow
0.050 MGD
Continuous
Recording
-I or E
BOD, 5-day (20°C)
1,080 lbs/day
2,460 lbs/day
Weekly :
Composite
E_
COD
13,576lbs/day-
31,7461bs/day
Weekly
Composite
E
Total Suspended Solids
2,745 lbs/day
6,329 lbs/day
Weekly
Composite
E
Fecal Coliform (geometric
mean)
200/100 ml
400/100 ml
Weekly
Grab
E
Total Residual Chlorine
28 µg/L
3/Week
Grab
E:
Temperature
3/Week
'Grab
E
Total Nitrogen
Quarterly
Composite
E
Total Phosphorus
Quarterly
.Composite
E
pie:
3%Week
Grab
E .
Sulfide
.22.8 lbs/day
52.8 lbs/day .
Semi-annually
Grab
E.
Phenols
28.11bs/day
451bs/day
Semi-annually
Grab
E
Total Chromium
28.1 lbs/day.
45 lbs/day
Semi-annually
Composite
E
Total Copper
Semi-annually
Composite_
_ E
Total Zinc'-
Semi-annually
Composite
E
Whole Effluent Toxicity`
Quarterly
Composite
E

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Flow ,
1.75 MOD
Continuous
Recording .
I or E:
BOD, 5-day (20°C) .`.
1,0801bs/day
2,4601bs/day .
3/Weekly
'Composite
E
COD
13,576lbs/day
.31,746lbs/day
3/Weekly ..
-'Composite
E
Total'Suspended Solids
.2,745 lbs/day
6,329 lbs/day
3/Weekly'.
Composite
E­
Fecal Coliform (geometric -
mean)
200/100 ml
400/100 ml
3/Weekly :
Grab:
E
Total Residual Chlorine
28 µg/L
3/Week
Grab
E
Temperature .
34eek .
Grab
E .
Total Nitrogen_
Quarterly
. Composite
E
Total Phosphorus .
Quarterly
Composite
E-
pilf
3/Week , ..
Grab
E
Sulfide
22.8lbs/day
52.8lbs/day
Weekly
Grab
E
Phenols :
28.1lbs/day
45lbs/day
Weekly
Grab:
E
Total Chromium
28.1 lbs/day
45 lbs/day,
Weekly
Composite
E
Total Copper,
2/Month
Composite--
E,
TotalZinc
2/month.
Composite
E:.
Whole Effluent Toxicity'
Quarterly
Composite
E
Notes:
5. Sample Locations: E- Effluent, I- Influent
6. -For a given wastewater sample, TN = TKN + NO3-N + NOZ-N, where TN is total nitrogen, TKN is total Kjeldahl Nitrogen, and
NO3-N and NOZ-N are nitrate and nitrite nitrogen, respectively.
7. " The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
8.. Whole effluent toxicity (Ceriodaphnia) P/F at 4.2 %; January, April, -July and October (see.A. (3.)].
A. (3.) 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 4.2 %.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in
the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or
subsequent versions or "North Carolina Phase Il 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

:.
.. .. ... .:. :. " . .:Permit NC0004405
following months as described in "North Carolina Phase II Chronic Whole Effluent Toxicity "Test.
Procedure" (Revised -February 1998)*-orsubsequent versions...,_:::
The chromic value for multiple concentration tests will be determine&using the geometric mean of the
highest concentration having no detectable impairment of reproduction or survival and the- owest .
concentration that does have a detectable impairment of reproduction or survival: Thedefinition `of._
"detectable impairment;" collection methods; exposure regimes, and further statistical methods are
specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised-
: .' February. 1998) or subsequent versions:
All toxicity testing results required as part of this permit condition will be entered on the Effluent "
Discharge Monitoring Form (MR-1) for the months in which tests were_performed, using the parameter.,
node TGP3B for the pass%fail results'and THP3B for the Chronic Value. Additionally,.DWQ Form AT-3
(original) is to be sent to the following address:
Attention:.- " NC DENR / DWQ / Environmental Sciences Section "
1621 Mail Service Center.
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later
than 30 days after the end- of the reporting period for which -the reportis made: .
Test data'shall be complete, accurate, include all supporting chemical/physical measurements and all :. .
concentration/response data, -and be certified by laboratory supervisor and ORC or approved designate
signature." Total residual chlorine of the effluent toxicity sample must -be measured and reported if
chlorine is employed for disinfection of the waste stream.
: Should there be no discharge of flow from.the facility during a month in which toxicity monitoring is
required,. the permittee will complete the information located at the top of the aquatic toxicity (AT) test
form indicating the facility name, permit number, pipe number; county, and the month/year of the report '
with the notation of "No Flow" in the comment area of the form. The report shall.be submitted to the
Environmental Sciences Branch at the address cited above.:
Should the pemuttee fail to monitor during -a month in which toxicity monitoring is required, monitoring
will be required during the following month:
Should any test data from this monitoring requirement or tests performed by the North.Carolina Division
of Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and.
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control =
"organism survival, mimmum contiol' 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.

C)DENIM
July 24, 2006
Mr. Roger Edwards
Asheville Regional Office
2090 U S Highway 70
Swannanoa, NC 28778
NPDES NC 0004405
Dear Mr. Edwards:
�r
J U L 2 6 2006 10
WATER QUALITY SECTION
ASFiEVILLE REGIONAL OFFICE
I am writing to help with the transition of the Permit for the waste treatment facility at
Cliffside from Cone Denim to the Sanitary District. Cone did not own the waste
treatment plant but did operate it and had the permit in their name. Upon closure of our
plants that used and discharged significant amounts of water in November 2005 the
transfer of the Permit was to occur. Cone does not operate or have any financial interest
in the waste water treatment plant and has been anxious for the transfer to occur for many
months.
If there are any further questions or if I may be of assistance please call me at 336 230-
7216.
Sincerely,
Arthur Toompas
WHITE OAK PLANT
2420 FAIRVIEW STREET
GREENSBORO, NORTH CAROLINA 27405
An is Company

7-21-2006 9:37AM FROM BARF2iY JONES 828 287 6 P_1
JUL 2 1 2006
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Y '
To: Row Edwards From: IBM ions
Fax: Fast:
Phone_ Phone:
Date_ 07I21/2006
Sub-=.: - CLiFFME SANITARY DISTRICT PROPERTY
SIX (6) pages to follow. -
Roger,
Cone deeded the sic trans of property to the Cliff -side Sanitary Distr'iot in 19" The
C.S-D- had the waste plant constructed and has always been the owner of the plant.
Hopefuily the following will reflect this -
Again, thank you for your help. If you need anything else, let me know.

7-21-2006 9:38AM FROM BARTY .ZONES 828 297 6307
P_ 2
�k.
Z
1Y4
Aw"I
N
6-
JUL 21 2006
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE

Division of Water Resources
Fast Track Application for Sewer Systems- Review Checklist
Thomas Jefferson Classical Academy: High School
Application Number: I WQ0040088
Application Completeness Review 0Lc ► "`T 61 LO p
Project is located in a County currently covered by the regional office RutherfOt d ['Yes ❑No
Application and supporting documentation submitted in duplicate? ❑Yes ❑No
One Original and One Copy
Correct application fee submitted? See G.S. 143-215.31) EYes ❑No ❑N/A
Ensure that a check for $480 is submitted and made out to NC DEQ.
All new projects and major modifications to existing, projects require an application fee. A major modification
includes any changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater than 10 %
of the originally permitted length, changes in operating points of a pump station, etc. If unclear, contact the Central
Office.
Application package is complete?
Current application version (See website) oq-l&
Brief project narrative (per Section B of FTA Instructions)
Certification of Public Convenience and Necessity is provided
(if applicable)
Operational Agreements, signed and dated
(if applicable)
Flow Tracking / Acceptance Form (FTSE), signed and dated
Flow Tracking / Acceptance Planning Assessment Addendum
(if applicable)
Site Map and Street Level Map (per Section F of FTA Instructions)
PE Certification of application is signed, sealed and dated by N.C. PE
Applicant Certification is signed and dated (or delegation letter is provided)
[]Yes
[:]No
❑N04.+— reeJ1J - 6-4'
,4 5
,❑Yes
❑Yes
[:]No ❑N/
, ���� J
❑Yes
[—]No N/A
[Yes
❑No ❑N/A
❑Yes
❑No ❑N/A
Qyes v No I nr a P
Yes, ❑No
[Yes ❑No
If any portion of the application is not complete, or if any required instruction items have been omitted, and the return
of an application is imminent, the following steps should betaken:
• Contact the applicant (and consultant) via telephone or email for very minor completeness deficiencies.
Allow the applicant (and consultant) 48 hours to address.
• If the application package is found to be incomplete during this completeness review, fill out a checklist that
identifies the deficiencies, and return the application to the applicant with a copy to the consultant. If the
application fee has not been deposited, return it as well.
Any projects that are to be returned shall be returned prior to accepting the application (i.e., before logging in the
application and depositing the check). After a project has been accepted, any information that is found to be incorrect
and/or lacking must be requested via an Additional Information Request in accordance with 15A NCAC 02T .0107.
DII� RM01111'
r
wvAar Qi1*4100-00-010

Permit Information
Permit ❑Permit Modification
If the project is a modification to an existing permit, be sure to enter the application into BIMS as a permit modification
(i.e. "renew/modify application" and not "create new project"). BIMS will pull the previous signing official and
affiliations information. Modify all tabs and enter updated information.
Does the projectrequire apermit for the activity? [Yes
[—]No
See Permitting by Regulation 05A NCAC 02T.0303) for projects deemed permitted
If No, return fee and application package
Is the project eligible for the Fast Track Program? EXes
❑No
Projects not permitted through the fast track program:
Projects' that require an environmental assessment in accordance with 15A NCAC 1 C .0100;
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
Vacuum sewer systems.
If No, return fee and application package and advise applicant what to do
Infonnation entered into BIMS? (Project details, affiliations, etc) L5 es
❑No
Applicant (Owner/Pennittee) signature meets requirement of 15A NCAC .0106(b)? L�JYes
❑No
If No, request revised application with an appropriate official, or a letter from an
appropriate official that indicates the person in question is delegated to sign the
application on the applicant's behalf. If a new delegated signing official is listed,
add the person to BIMS'
Is the applicant is a public entity (county, city; sanitary district, etc.)? ❑Yes
If Yes, move to Wastewater Flow Information Section
Is the applicant is a private entity and intends to retain ownership (store, church; etc.)? es
[—]No
If Yes, move to Wastewater Flow Information Section
Is the applicant is a private entity (private utility)? ❑Yes
❑No
If Yes, Applicant has been designated as a public utility by the NC Utilities Commission ❑Yes
❑No
Has submitted a Certificate of Public Convenience and Necessity (CPCN)
or Letter from the Public Staff of the NC Utilities Commission (contact Central Office)
The project name on the application and CPCN must match ❑Yes'
❑No
Is the applicant is a private entity (Developer) that will be selling units? ❑Yes
❑No
If Yes, Applicant has submitted an executed Operational Agreement (DEV) ❑Yes
❑No
A developer may be responsible for the system for an interim period until the HOA is formeJeof
at which time a name change I change of ownership form is required to transfer the permit tHOA
The operational agreement should be attached to the permit and incorporated into the languthe permit.
Is the applicant is a Homeowner's or Property Owner's Association selling units? 1 j ❑Yes ❑No
YeS,Applicant has submitted an executed Operational Agreement (HOA) \ j ❑Yes ❑No
and, Copy of the Articles of Incorporation, Declarations and By-laws ❑Yes [:]No
The operational agreement should be attached to the permit and incorporated into the language of the permit.

Wastewater Flow Information
Has submitted Flow Tracking/Acceptance Form (FTSE Form)
OYes [:]No
❑N/A
Ensure form is complete with all required information and that the owner
has accepted the entire volume of flow listed
Proper certification per 15A NCAC 02T .0106 (b)
[—]No
Form is dated within one year of receipt of application package
es [—]No
Is FTSE Planning Assessment Addendum Required?
❑Yes [:]No
UA
Required only for projects where available pump station capacity is <0.
(Contact Central Office if needed)
Additional forms (FTSE 06-13) required?
❑Yes [:]No
[V/A
Required only if the owner of downstream sewer different then owner of WWTF
WWTF and downstream sewers have adequate capacity
O/es
l/es ❑No
Ensure no compliance issues (SSOs or WWTF compliance issues)
Wastewater domestic in nature( S� l 0 / ) NY/es ❑No
If item B.6 indicates industrial wastewater, notify the regional pretreatment coordinator or
contact the Central Office to determine if a pretreatment permit is needed or if it is in place and compliant
Has the wastewater flow volume been calculated correctly (section 11.7 of FTA)? C34 es ❑No
Flow is calculated per 15A NCAC 02T.0114
or
If daily design flow is not based on regulations ensure that the applicant has an approved flow reduction of daily
design flow rate on file with the Division.
or
If other than 2T.0114, values must be supported with flow data per 15A NCAC 02T.0114
(Contact Central Office if this is the case)
Design Information
Adequate information related to sewer lines (Section VII of FTA) ❑ , s ❑No ❑N/A
Note that per the 2T and MDC, there is a minimum 8" for public gravity or
minimum 6" for private gravity
Adequate information related to pump stations (Section VIII of FTA) &1 eS ❑No ❑N/A
Ensure power reliability option is selected (see 15A NCAC 02T.0305(h))
Has Setbacks & Separations Section been completed? ❑Yes ❑No D&
Required if any portion of project is within 100 feet of any surface water or wetlands
Note, 15A NCAC 02T .0305 (f) contains minimum separations required for sewer
A variance is required if minimum separations cannot be attained (see below)
Is Project design is in accordan with (see section X of FTA) [Ves ❑No
l�
15A NCAC 02T (-). E .
Gravity Sewer Minimum Design Criteria (latest version)
Minimum Design Criteria for Permittingof f Pump Stations and Force Mains (latest version)
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
• Applicant must submit TWO copies of the plans, specifications, and calculations
• Contact the Central Office to discuss the variance request to determine a course of action. The central office
will review the variance request, and if approvable, specific language regarding the variance will be
forwarded to the Regional Office reviewer to incorporate into the permit. A copy of the variance 1 tter (or
email correspondence) should be kept with the application file.
Project contains high priority lines (I5A NCAC 02T .0402(2)) ❑Yes N�No
If Yes, insure that the permit contains the necessary condition related to high priority lines
15A NCAC 02T.0403 (al(5)
Application Certification

Has a N.C. PE stamped, signed, and dated the application? Eye
�' s ❑No
PE with active license in North Carolina? [ices ❑No
Check the NCBELS to ensure Engineer is currently registered to practice
NCBELS License Lookup
If the owner is a corporation, is the corporation registered in N.C.? ❑Yes [:]No
N.C. Secretary of State (Corporation Search)
Applicant should be registered to conduct business as a corporation in NC (Private Owners, Developers, HOAs, etc.)
If No, see return application guidance
Issuing a Permit
Most current version of the Fast -Track permit shell used? ❑Yes ❑No
Special conditions utilized within permit? ❑Yes [:]No ❑N/A
High Priority Lines (Aerials)
Variance Language (Approved by the Central Office)
Regional Conditions (i.e. Stormwater Plans for Coastal Counties)
Construction Only Language ("Dry Lines")
Other instances (contact the central office if required)
If permit modification: ❑Yes ❑No ❑N/A
Include Permit History
Void Previously Issued Permit in language
Permit signed only by those delegated to sign for the Director ❑Yes ❑No
Permit distributedas follows: ❑Yes ❑No
• Original to Permittee
• Copy to Consulting"Engineer
• Copy to County Health Department (if applicable)
• Copy to Mecklenburg County Department of Environmental Protections
(Only for projects located in Mecklenburg County)
• Copy to the applicable Building Inspections Authority (iiapplicable)
• Copy(ies) to the owner of the W WTF and owner of the downstream sewers
(Only if different than the Permittee)
• Copy to Regional Office Files
• Copy to Water Quality Central Files (see Central Files Permit Package below)
• Electronic copy to PERCS unit
Electronic version shall preferably a signed, scanned copy of the permit in pdf format.
If not, the electronic version can be a final version of the permit in word format. Regardless,
the permit should follow the naming convention of WQOOXXXXX - YY.MM.DD.
Electronic copies should be forwarded to the PERCS unit contact on a frequent basis (once a month is fine).
• Signed Operational Agreements should be distributed with the permit (if applicable)
Finalizing BIMS
Permit issued in BIMS? [-]Yes ❑No
All relevant Event Dates Entered? ❑Yes ❑No
(add info request, add info received, variance granted, variance denied, etc)
Central Files Permit Package
Complete package forwarded to Central Files ❑Yes ❑No
• Finalized Tracking Slip (BIMS Report)
• Copy of signed, issued permit (with operational agreements, if applicable)
• Copy of permit application package (application, supporting documentation, etc.)
• Review comments, calculations, notes, review checklist, etc.
• All other correspondence (email, phone logs, cover sheets, etc..)
All material in the permit package should be stapled together. Plans and specifications should not
be included in the permit package sent to central files.

Thomas Jefferson Classical Academy: High School
FAST TRACK APPLICATION
Rec'd June 14, 2018
completed application rec'd June 19, 2018

Odom
Engineeringpuc
June 13, 2018
Tim Heim, P.E.
Environmental Engineer - Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ— Division of Water Resources
Subject: Fast Track Sewer Application
Thomas Jefferson Classical Academy
Dear Mr. Heim,
Good Day!
169 Oak Street • Forest City, NC 28043
office 828.247.4495 • fax [phone]
DiviRECEIVED
sion of Water Resource@
JUN 1 4 2018
Water Quality Regional Operations
Asheville Rap onai Office
We are sending you the signed Fast Track Sewer System Extension Application Form (FTA 04-16) for
Thomas Jefferson Classical Academy.
Other documents included in this parcel are:
1. Fast Track Sewer System Extension Application Instruction Form/Checklist for FTA 04-16
2. Site Map/USGS Topographic Map
3. -Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-16)
4. Application Fee Payment ($480.00)
Should you have questions regarding this submittal, feel free to contact:
Larissa M. Coles
Tel. No: [phone]
Email: [e-mail]
Sincerely,
EJ a I ----
David Odom, P.E. -

w4004
0
0
a8
DState of North Carolina
Department of Environmental Quality
Division of Water Resources
- 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
'Division of Water Resources INSTRUCTIONS FOR FORM: FTA 0446 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, 15A NCAC 02T .0300, Division policies and good engineerina practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division. Pl�
Projects that are deemed permitted (do not require a permit from the Division) are explained in
Projects not eligible for review via the fast track process (must be submitted for full technical review
➢ Projects that require an environmental assessment in accordance with 15A NCAC I .0
1 9esa®
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;� Q
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pu s4j �OjB
..,.
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains); '4Q9`
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all req ' d iXms
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review tim-6 and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with- the Register of
Deeds in the county of business.
❑ The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
❑ The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
❑ The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
Pagel of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a .
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 1 ]-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump
stations' storage capacities and the rotation schedule of the portable power source or pump, including travel
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilminqton Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

- __ I R
'Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
Oy D W R)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Thomas Jefferson Comm Ed Fd, Inc. (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Ray Maxwell per 15A NCAC 02T .0106(b)
Title: Board Chair DECEIVE®
pm!,n of Waler Resources
4. Applicant's mailing address: 2527 US Highway 221A
City: Mooresboro State: NC Zip: 28114�
- JUN 4 1P
5. Applicant's contact information: - -
Phone number: 828 657-9998 Email Address: jmaimonentica.org Wets taualfty Regional Operations
II. PROJECT INFORMATION:
1. Project name: Thomas Jefferson Classical Academy: High School
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Rutherford County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.16'29"° Longitude:-81.47'49"°
5. Parcel ID (if applicable): 1652476
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Larissa Coles License Number: 029478
Firm: Odom Engineering PLLC
Mailing address: 169 Oak St:
City: Forest City State: NC
Phone number: [phone]
Zip: 28043-.
Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Cliffside Sanitary District WWTP Permit Number: NC0004405
Owner Name: Lynn Star Vasquez
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
y
FORM: FTA 04-16 Page.1 of 5

VI. NERAL REQUIREMENTS
1.f If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
/❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
® School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 °/ Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ®No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Unit
Flow
School
12 gal/student
75
9000 KP_D
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GP
Total
9000 PD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, ater using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 9000 GPD (per 15A NCAC 02T .0114
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VHI. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: PS-1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.2750 Longitude:-81.797'
3. Design flow of the pump station: 0.009 millions gallons per day (firm capacity) q 6M
4. Operational point(s) of the pump(s): 47 gallons per minute at 105 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station): ? G\( CDA n'� 6 �,(_ 1 St rl C
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
®� ® Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 -Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes []No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(Q) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(fl or (a), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ❑ No ® N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I, l/��SS p, ? _0" S attest that this application for
(Professional Engineer's name from Application Item I11.1.)
�-
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
APA
Ir
70 _
yyr e
n \
3. Applicant's Certification per 15A NCAC 02T .0106(b):
M,%X L)e I I , I2 OAr' d attest that this application for
(Signature Authority's name & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Xe4z-40V
Date: .5-/ 3o 1 / 6
FORM: FTA 04-16 Page 5 of 5

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wQoo400ss State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Thomas Jefferson Comm Ed Fd, Inc.
Project Name for which flow is being requested: Thomas Jefferson Classical Acade y
More than one FTSE may be required for a single project if the owner of the WWTP is not responsi e for all pz�fiAn c b- f
stations along the route of the proposed wastewaterflow. t1alej®
1. Complete this section only if you are the owner of the wastewater treatment lant. N J
2Q �r
a. WWTP Facility Name: Cliffside Sanitary District WWTP Al
Q�ai 18
b. WWTP Facility Permit #: NC0004405 f,° °e%o�Q% -
All flows are in MGD %arp � &,
c. WWTP facility's permitted flow 0.500
d. Estimated obligated flow not yet tributary to the WWTP 0.000
e. WWTP facility's actual avg. flow 0.041
f. Total flow for this specific request 0.009
g. Total actual and obligated flows to the facility 0.050
h. Percent of permitted flow used 10%
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / p fl, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Haynes 0.300 0.120 0.006 0.000 0.006 0.114
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity_ of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I ' ram certify to the best of my knowledge that the addition of
the olume of wastewat r to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party_.
Signature of this form indicap-s acceptance of this wastewater flow.
Signing Officidl Signature
Date
Page 2 of 6
FTSE 04-16

CWete items 1, 2, and S. Also complete A. Signature
item 4 if Restricted Delivery is desired.
/r/ e
Print your name and address on the reverse X G► ��
so that we can return the card to you. B. Received by (,F
v,�:dkr North Carolina)eparirnent-ot
y ,der �y dI �. Environment and NaQ*�3I Rr-sourcEs
Divisio� i of WatNr Cuh icy
M Surface Water''Rrotectioh �Secfion
� LJIRL 2090 U.S. Highway 70, S , ri ;aca>i�F -23778
BARRY .ZONES
CLIFFSIDE SANITARY DISTRICT- Se c\ _-
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POST OFFICE BOX 122 �CeRtfiq
CLIFFSIDE NC 28024 $�
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4. Restricted
❑ Agent
❑ Addressee
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UNITED STATE.
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�!�jf.MET CANTWELL
NCDENR—DWQ—SWP
/ 2090 U.S. HIGHWAY 70
SWANNANOA NC 28778
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wannanoa, North Carolina 28778
arry Jones
liffside Sanitary District
Est Office Box 122
liffside, N. C. 28024
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UNITED STATES IFA" RVICE First -Class Mail
i. • ' Postage & Fees Paid
2 N f USPS
Permit No. G-10
• Sender: Please print your name, address, and ZIP+4® in this box*
JANET CAMWELL
NCOEO-OW R-WOROS
2090 U.S. HIGHWAY 70
SWAPINANOA NC 28778 j
USPS TRACKING#
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State of North Carolina C
Department of Environment
and Natural Resources
Division of Water Quality 1� /
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T Stevens, Director
June 29, 1999
Joe Maimone
Thomas Jefferson Academy
P.O. Box 488
Rutherfordton, North Carolina 28139
Dear Mr. Maimone:
NC.DENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
I -`tea
JUL
Subject: Permit No: WQ001�6`848��4
Thomas Jefferson Academy',
Thomas Jefferson Academy sewer.
Line
Wastewater Collection System
Rutherford County
In accordance with your application received May 7, 1999 we are forwarding herewith Permit No.
WQ0016848 dated June 29, 1999, to Thomas Jefferson Academy for the construction and operation of the
subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this .permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC
27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Ron Palumbo at (919) 7�5083 extension 533.
Kerr T. Stevens
cc: Rutherford C untv Health Department
he `I'le eg�onal Office; Vl'�ater � u�'it t�t�'`on'�� �
Odom & Associates Engineering, Inc.
O Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
vn Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Thomas Jefferson Academy
Rutherford County
FOR THE
construction and operation of a 20 GPM pump station with duplex pumps, on -site audible and visual high
water alarms, and approximately 1,858 linear feet of 2-inch force main to serve Thomas Jefferson Academy,
and the discharge of 11,475 GPD of collected domestic wastewater into the Town of Rutherfordton's existing
sewerage system, pursuant to the application received May 7, 1999 and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of Environment
and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Cone Mills-Cliffside
Wastewater Treatment Facility (NC0004405) prior to being discharged into the receiving stream.
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division of
Water Quality (Division) accompanied by an application fee, documentation from the parties involved,
and other supporting materials as may be appropriate. The approval of this request will be considered
on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the
surface waters of the State.

1
Upon completion of construction and prior to operation of this permitted facility, a certification must be
received from a professional engineer certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting materials. If
this project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. Mail the Certification to the Non -Discharge
Permitting Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
an enforcement action by the Division, in accordance with North Carolina General Statute 143-215.6A
to 143-215.6C.
10. The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and
federal) which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the pump
station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three feet
cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals,
g. Flood protection if the pump station is located below the 100-year flood elevation, and
h. Either a portable generator of sufficient capacity to operate the pump station or be supplied by the
maintenance contractor.
12. In 'the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required by
this Division, such as the construction of additional or replacement wastewater collection facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number (828) 251-
6208, as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or

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b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within five
(5) days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
14. This permit shall become voidable unless the agreement between Thomas Jefferson Academy and
Cone Mills-Cliffside WWTP for the collection and final treatment of wastewater is in full force and
effect.
Permit issued this t twenty-ninth day of June, 1999
NORTH AROL E NTAL MANAGEMENT COMMISSION
is % .
/—Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0016848

Permit No. WQ0016848
June 29, 1999
ENGINEER'S CERTIFICATION
Partial Final
L , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,
Project Name
Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting materials.
Signature _
Date
Registration No.
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