NC0020184_Application_20190813

ROY COOPER
Gm ernor
MICHAEL S. REGAN
Src nary
LINDA CULPEPPER
(%ewe"
Attn: Stephanie Schellenbarger
City of Gastonia
PO Box 1748
Gastonia, NC 28053-1748
Subject: Permit Renewal
Application No. NCO020184
Long Creek WWTP
Gaston County
Dear Applicant:
NORTH CAROLINA
Environmental Quality
August 13, 2019
The Water Quality Permitting Section acknowledges the August 7, 2019 receipt of your permit renewal application and
supporting documentation. Your application will be assigned to a permit writer within the Section's NPDES WW permitting
branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https•//deq nc gov/permits-regulations permit-guidance/environmental-application tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincee/reely,
W htcrd
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Administrative Assistant
Water Quality Permitting Section
ec: WQPS Laserfiiche File w/application
�� North Caroaine Departmentof Envhonmenta!Quairty I Denson of Water Resources
Mooresr,e Reg ons i Off ce 1 430 East Center Avenue, Su he 3011 MooressV0*, North Cambria 29115
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August 1, 2019
Division of Water Resources
WQ Permitting Section - NPDES
_ 1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Renewal Application of NPDES Permits
Long Creek Wastewater Treatment Plant (NPDES #NC0020184)
Eagle Road Wastewater Treatment Plant (NPDES #NC0006033)
Dear Sir or Madam:
Please find attached, the renewal applications for Two Rivers Utilities' National Pollutant Discharge
Elimination System (NPDES) Permits #NC0020184 and #NC0006033 for the Long Creek and Eagle Road
_ Wastewater Treatment Plants. These permit renewal applications with attachments are being submitted
by the August 4, 2019 deadline to comply with the requirement to apply 180 days prior to the date of
permit expiration (January 31, 2020). As requested, please find for each plant, the original signed version
of this information along with two copies. Copies of this cover letter are included inside each packet. A
flash drive is also included with electronic copies of each application.
The Long Creek Wastewater Treatment Plant continues to operate as an advanced biological nutrient
removal plant treating municipal wastewater for the City of Gastonia and surrounding area. The Eagle Road
Wastewater Plant continues to operate as a secondary treatment plant with chemical phosphorus removal
treating wastewater for the Town of Cramerton and surrounding area. Since the last permit renewal
request, numerous maintenance items and minor upgrades have taken place throughout these facilities.
Authorizations to construct have been obtained where appropriate. Examples of these upgrades are
.. shown below and more information can be provided if desired:
• Replaced one of the main lift pumps at Long Creek WWTP.
• Installed new drain line for biosolids lagoon supernate and press water at Long Creek WWTP.
• Upgraded internal reuse water system at Long Creek WWTP.
• Installed two online nitrogen probes in the denitrification basin at Long Creek WWTP.
• Renovated and streamlined chlorine and sulfur dioxide feed systems at Long Creek WWTP.
• Replaced aeration basin curtain at Eagle Road WWTP.

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All analyses have been tested by North Carolina certified laboratories in accordance with 40 CFR Part 136
requirements. Efforts have been made to obtain seasonal variation in the sampling as much as was
possible. This application includes all data gathered for the last three years (July 1, 2016 through June 30,
2019).
With this permit renewal, TRU respectfully requests the following changes to these permits:
Long Creek WWTP (NPDES #NC0020184)
"" • The Long Creek WWTP is currently permitted for summer BOD5 limits of 5.0 mg/L monthly and
7.5 mg/L weekly. TRU requests that the wintertime BOD5 limit of 10.0 mg/L monthly and 15.0
mg/L weekly be in effect year-round. The detection level for BOD5 is only 2.5 mg/L and the BOD5
test is highly subject to interferences and contaminants that are especially significant at
measurements close to the detection level. Variability caused by minor factors in the collection
and testing process can affect the results far more than the 2.5 mg/L difference between the
current summer monthly permit limit and the minimum method detection limit. Differences
such as traces of soap residue in sample containers, cologne worn by a lab technician, or tiny
pieces of algae in the sample are sufficient to cause a sample to exceed the 5.0 mg/L BODS limit.
Therefore even though the Long Creek WWTP performs extremely well with BOD removal and is
always well above its 94% design removal rate, this limit that is barely above the detection level
can be challenging to consistently meet. Additionally, the minor difference between the current
and requested BOD5 limit for the plant's discharge would not appear to have any significant
impact to the South Fork Catawba River.
• Long Creek WWTP continues to meet the requirements for reduction in monitoring frequencies
in NPDES Permits for exceptionally performing facilities for TSS, NH3-N and fecal coliform as
outlined in DEQ's October 22, 2012 policy statement. Therefore, in accordance with this policy
TRU is requesting that the minimum required monitoring frequency for these parameters be kept
at 2x a week for Long Creek WWTP. A copy of the data used for this evaluation is attached as
additional information in the renewal packet for Long Creek WWTP.
• The instream monitoring for Long Creek WWTP has not shown a noticeable impact from the
treatment plant discharge but requires significant resources for our utility to conduct.
o For Long Creek WWTP: the standard deviation in DO between the upstream and
downstream samples is only 0.4 mg/L, the standard deviation in conductivity between
upstream and downstream is 18, µmhos, and the standard deviation for temperature is
0.3°C. These differences are extremely minor and do not appear to show any statistically
significant effect in the stream due to the plant's discharge.
o Collecting these samples is burdensome to perform while maintaining staffing
requirements at the treatment plants — particularly when required three times a week in
the summer. To ensure staff safety, TRU requires two staff members be present to
perform sampling from these bridges and river banks. Staff drive 21 miles/day (1910
miles/year) and spend 71 minutes/day (108 hours/year) to collect the instream
monitoring samples in Long Creek WWTP's permit. The cost to TRU of this sampling in
staff time and equipment is $83/event ($7,930/year).
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o Because of these reasons, TRU requests that the instream monitoring requirements in
this permit be reduced to once -per -week on a year-round basis.
Eagle Road WWTP (NPDES #NC0006033)
• As has previously been discussed and acknowledged by DEQ Two Rivers Utilities has entered
into an agreement with Lowell Investments I to purchase the right to the nutrient allocation
granted to NPDES Permit NC0005274 in accordance with the 1995 Lake Wylie TMDL. TRU
am requests that this allocation for 144 Ibs/day of TN and 7.6 Ibs/day of TP, be converted to
Ibs/season and added to the supplemental allocation in NPDES permit NC0006033 for Eagle Road
WWTP. A copy of the previously submitted agreement and request letter is attached as
additional information in the renewal packet for Eagle Road WWTP.
• Pharr Yarns, LLC discharged directly to the South Fork Catawba River under permit NC0004812,
but has recently been connected to Two Rivers Utilities' collection system and will rescind its
NPDES permit. At the time this application is being submitted, the final decommissioning is
expected within the next few months. TRU requests that NPDES permit NC0004812's allocation
for 50 Ibs/day of TN and 8.3 Ibs/day of TP, be converted to Ibs/season and added to the
supplemental allocation in NPDES permit NC0006033 for Eagle Road WWTP. The ability to
transfer this allocation has also been previously discussed with and acknowledged by DEQ during
meetings in Raleigh on 8/12/10, 8/22/13, 8/28/14 and 5/24/16. Our understanding is that this
allocation will not exist without being tied to a permit, so we strongly request that any necessary
actions be taken to preserve it within permit NC0006033 as permit NC0004812 is rescinded.
�, • Eagle Road continues to meet the requirements for reduction in monitoring frequencies in
NPDES permits for exceptionally performing facilities for BODs, TSS, NH3-N and fecal coliform as
outlined in DEQ's October 22, 2012 policy statement. Therefore, in accordance with this policy
TRU is requesting that the minimum required monitoring frequency for these parameters be kept
at 2x a week for Eagle Road WWTPs. A copy of the data used for this evaluation is attached as
additional information in the renewal packet for Eagle Road.
• The instream monitoring for Eagle Road WWTP has also not shown a noticeable impact from the
treatment plant discharge, but requires significant resources for our utility to conduct.
o For Eagle Road WWTP: the standard deviation in DO between the upstream and
downstream samples is less than 0.2 mg/L, and the standard deviation for temperature is
only 0.2°C. These differences are extremely minor and do not appear to show any
statistically significant effect in the stream due to the plant's discharge.
o Collecting these samples is burdensome to perform while maintaining staffing
requirements at the treatment plants — particularly when required three times a week in
the summer. To ensure staff safety, TRU requires two staff members be present to
perform sampling from these bridges and river banks. Staff drive 26 miles/day (2300
miles/year) and spend 48 minutes/day (73 hours/year) to collect the instream monitoring
samples in Eagle Road WWTP's permit. The cost to TRU of this sampling in staff time and
equipment is $66/event ($5,970/year).
o Because of these reasons, TRU requests that the instream monitoring requirements in
this permit be reduced to once -per -week on a year-round basis.
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Mercury Minimization Plan:
In accordance with permit requirements, TRU implemented a Mercury Minimization plan on
September 25, 2017. Since its creation, TRU has adhered to the plan and completed the following
activities:
1. Annually surveyed at least 10% of its users in categories likely to be sources of mercury.
Thus far, TRU has requested information from all the dental offices and veterinary clinics
in its service area. Each year TRU will continue to survey users in a new category that
has potential to be a source of mercury.
2. Substances used at the wastewater treatment plants have been evaluated to determine
if they contain mercury.
o All chemicals fed as a part of the treatment process have been verified to have a
very low potential of mercury contamination.
o Mercury thermometer and laboratory reagents have been switched with non -
mercury options when available. Mercury reagents that are still necessary are
collected and properly disposed of through hazardous waste collection.
o Mercury containing fluorescent light bulbs have been or are in the process of
being replaced with non -mercury LED bulbs. All fluorescent bulbs that were
replaced have been properly disposed.
3. TRU maintains procedures and trains staff on the handling of mercury spills and the
collection of wastes. All staff are also trained on the hazards and proper handling of
mercury containing items.
4. TRU includes mercury education in its public outreach efforts including presentations to
schools and tour groups. Information is included on the City of Gastonia's website on
the health and environmental effects of mercury as well as methods for proper cleanup
and disposal.
5. Sampling for mercury has been performed at least annually on all permitted significant
industrial users as well as the influent and effluent of the treatment plants.
o Long Creek WWTP's influent was sampled seven times since TRU's mercury
minimization plan was made effective in September 2017. The influent sampling
showed a maximum result of 0.07725 µg/L and an average result of 0.04678
µg/L. Long Creeks WWTP's effluent was sampled seven times since September
2017 and showed a maximum result of 0.00179 µg/L and an average result of
0.00049 µg/L.
o Eagle Road WWTP's influent was sampled three times since September 2017 and
showed a maximum result of 0.0524 µg/L and an average result of 0.0440 µg/L.
Eagle Road WWTP's effluent was sampled twice since September 2017 and
showed a maximum result of 0.00162 µg/L and an average result of 0.00139
jig/L.
Two Rivers Utilities remains committed to environmental stewardship and takes our obligation to
protect the receiving streams very seriously. TRU requests these changes in the NPDES permits in
order to allow staff to focus on other environmental issues, such as removing the problematic
discharges from some aged treatment plants, while not overburdening our rate payers. If you would
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like any additional information or if I can be of any assistance regarding this application or these
requests, please feel free to call me at 704-842-5106 or e-mail at [e-mail].
Sincerely,
(Z-
/
David Shellenbarger
Assistant Division Manager Compliance
Wastewater Treatment Division
Two Rivers Utilities
cc: Stephanie Scheringer — Division Manager Wastewater Treatment, TRU
Kevin Graves —Assistant Division Manager Operations, TRU
Doug Barker —Treatment Plant Supervisor/ORC— Long Creek WWTP, TRU
Hubert Hampton —Treatment Plant Supervisor/ORC — Eagle Road WWTP, TRU
Attachments: NPDES Permit Renewals for Permits NC0020174 & NC0006033
Certified Mail: 7014 0150 0002 0276 0920
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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba River Basin
NPDES Form 2A — Application for NPDES Permit
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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek Wastewater Treatment Plant,
NCO020184 Renewal Catawba River Basin
FORM
2A.-FORM 2A APPL,ICATION.OVE
NPDES
APPLICATION OVERVIEW
Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet
and a "Supplemental Application Information" packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12.
B. Additional Application Information for Applicants with a Design Flow Z 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions BA 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):
Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges
and RCRA/CERCLA Wastes). 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, Subchapter N (see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain
exclusions); or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant; or
c. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)
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EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 1 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek Wastewater Treatment Plant,
Renewal
Catawba River Basin
NC0020184
BASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet
A.1. Facility Information.
Facility Name Long Creek Wastewater Treatment Plant
Mailing Address P.O. Box 1748
Gastonia, NC 28053
Contact Person David Shellenbarger
Title Assistant Division Manager -Compliance
Telephone Number [phone]
Facility Address 3000 Old Spencer Mountain Road
(not P.O. Box) Dallas, NC 28034
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name City of Gastonia
Mailing Address P.O. Box 1748
Gastonia, NC 28053
Contact Person Stephanie Scheringer
Title Division Manager Wastewater Treatment
Telephone Number [phone]
Is the applicant the owner or operator (or both) of the treatment works?
® owner ® operator
Indicate whether correspondence regarding this pennit 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 NCO020184 & Stormwater NCG110000 PSD
UIC Other Land Application WQ0001793
RCRA Other SC Land Application ND0084883
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
Gastonia (Portionl & unincorp. 59,872 Separate Sanitary Municipal
Ranlo 3,582 Separate Sanitary Municipal
Lowell (portion) 290 Separate Sanitary Municipal
Dallas (portion) 442 Separate Sanitary Municipal
High Shoals 714 Separate Sanitary Municipal
Stanley 3,758 Separate Sanitary Municipal
Total population served 68,658
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550.6 8 7550-22.
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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 I Renewal I Catawba River Basin
A.S. 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.S. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each years 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 16.0 mgd
Two Years Ago Last Year
This Year
b. Annual average daily flow rate 6.4 7.4 9.3
C. Maximum daily flow rate 13.6 17.3 27.2
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:
1. Discharges of treated effluent
ii. Discharges of untreated or partially treated effluent
Ill. Combined sewer overflow points
iv. Constructed emergency overflows (prior to the headworks)
V. Other NIA
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:
Annual average daily volume discharge to surface impoundment(s)
Is discharge ❑ continuous or ❑ intermittent?
C. Does the treatment works land -apply treated wastewater?
If yes, provide the following for each land application site:
Location:
0
® No
mgd
❑ Yes ® No
Number of acres: N/A
Annual average daily volume applied to site: NIA 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. 1-98). Replaces EPA forms 7550-6 & 7550-22.
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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba River Basin
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).
NIA
If transport is by a party other than the applicant, provide:
Transporter Name N/A
Mailing Address NIA
Contact Person N/A
Title N/A
Telephone Number (N/A)
For each treatment works that receives this discharg provide the following:
Name N/A
Mailing Address N/A
Contact Person N/A
Title N/A
Telephone Number (N/A)
If known, provide the NPDES permit number of the treatment works that receives this discharge N/A
Provide the average daily flow rate from the treatment works into the receiving facility. N/A
mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.8. through A.8.d above (e.g., underground percolation, well injection): ❑ Yes
® No
If yes, provide the following for each disposal method:
Description of method (including location and size of site(s) if applicable):
N/A
Annual daily volume disposed by this method: NIA
Is disposal through this method ❑ continuous or ❑ intermittent?
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EPA For 3510-2A (Rev. 1-99). Replaces EPA fors 7550-6 & 7550-22. Page 4 of 21

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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
WASTEWATER DISCHARGES:
If you answered "Yes" to question A.8.a, complete questions A.9 through A.12 once for each outfall (including bypass points) through
which effluent is discharged. Do not include information on combined sewer overflows in this section. If you answered "No" to question
A.8.a go to Part "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Oufall.
a. Ouffall number 001
b. Location Spencer Mountain 28056
(City or town, if applicable) (Zip Code)
(County)
(State)
35 Deg, 18 Min, 37 Sec
81 Deg 06 Min, 50 Sec
(Latitude)
(Longitude)
G. Distance from shore (if applicable)
N/A
ft.
d. Depth below surface (if applicable)
N/A
ft.
e. Average daily flow rate
7.7
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:
N/A
Average duration of each discharge:
N/A
Average flow per discharge:
N/A
mgd
Months in which discharge occurs:
N/A
g. Is ouffall equipped with a diffuser?
❑ Yes
® No
A.10. Description of Receiving Waters
a.
Name of receiving water South Fork Catawba River
b.
Name of watershed (if known) South Fork Catawba River
United States Soil Conservation Service 14-digit watershed code (if known):
03050102060020
G.
Name of State Management/River Basin (if known): Catawba
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
03050102
d.
Critical low flow of receiving stream (if applicable)
acute unknown cis chronic unknown
cis
e.
Total hardness of receiving stream at critical low flow (if applicable): unknown
mg/I of CaCO3
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EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 5 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba River Basin
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
❑ Primary ❑ Secondary
® Advanced ❑ Other. Describe:
J. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CSOD5 removal 94% %
Design SS removal 96% %
Design P removal 94% %
Design N removal 85% %
Other %
C. What type of disinfection is used for the effluent from this outall? If disinfection varies by season, please describe:
Chlorine clas
If disinfection is by chlorination is dechlorinalion used for this ouffall? ® 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 QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Ouffall number: 001
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
PARAMETER
Value
Units
Value
Units
Number of Samples
pH (Minimum)
6.0
S.U.
pH (Maximum)
7.8
S.U.
Flow Rate
27.2
MGD
7.7
MGD
1095
Temperature (Winter)
23.3
degrees C
16.2
degrees C
303
Temperature (Summer)
28.1
degrees C
24.0
degrees C
445
` For pH please report a minimum and a maximum daily value
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
POLLUTANT
DISCHARGE
ANALYTICAL
MLIMDL
Number of
METHOD
Conc.
Units
Cone.
Units
Samples
.
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
18.5
m /L
3.0
m /L
774
SM 5210B
2.0
DEMAND (Report one)
CBOD5
FECAL COLIFORM
280
#/100mL
8
#/100mL
423
SM 9222D (MF)
1
TOTAL SUSPENDED SOLIDS (TSS) 12.2 m /L 1.6 m /L 425 SM 2540D 2.5
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE -
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22, Page 6 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WVVfP, NCO020184
Renewal
Catawba River Basin
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD (100,000 gallons per day).
All applicants with a design flow rate 20.1 mad must answer questions B.1 through B.6. All others go to Part C (Certification).
B.I. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
300,000 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Two Rivers Utilities works to identify and address inflow and infiltration issues both throughout the Year as Dart of its
normal operations and maintenance as well as orioritized projects that are part of TRU's capital improvement program.
8.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility properly boundaries. This
map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire
area.)
a. The area surrounding the treatment plant, including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping, if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within''/. mile of the property boundaries of the treatment
works, and 2) listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
or special pipe, show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed.
8.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redundancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
BA. Operation/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? ® Yes ❑ No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional
pages if necessary).
Name: Please see attached list
Mailing Address:
Telephone Number: ( 1
Responsibilities of Contractor.
B.S. Scheduled improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the
treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question B.5
for each. (If none, go to question B.S.)
a. List the outfall number (assigned in question A.9) for each outfall that is covered by this implementation schedule.
none
b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies.
❑ Yes ❑ No
EPA Form 3510-2A (Rev. 1.99). Replaces EPA forms 7550-6 & 7550-22. Page 7 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba River Basin
C. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
N/A
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 I / / /
- End Construction /
- Begin Discharge
- Attain Operational Level /
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? ❑ Yes ❑ No
Describe briefly: N/A
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MOD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testingrequired b the permitting author) for each outfall through which effluent is discharged. Do not include Information
Y P 9 ri g
on combine sewer overflows in this section. All Information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate
QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on -half years old.
Outfall Number: 001
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
POLLUTANT
DISCHARGE
ANALYTICAL
MLIMDL
Number of
METHOD
Conc.
Units
Conc.
Units
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
6.9
mg/L
0.2
mg/L
474
SM 4500 NHx D
0.1 / 0.2
CHLORINE (TOTAL
48
Ng/L
4.4
Ng/L
749
SM 4500 Cl G
20.0
RESIDUAL, TRC)
DISSOLVED OXYGEN
13.9
mg/L
9.4
mg/L
748
SM 4500-0 G
1.0
TOTAL KJELDAHL
6.9
mg/L
1.7
mg/L
158
SM 4500 Noac C
1.0
NITROGEN (TKN)
NITRATE PLUS NITRITE
14.2
mg/L
3.8
mg/L
158
SM 4500 NOz F
0.5
NITROGEN
OIL and GREASE
0.0
mg/L
0.0
mg/L
3
EPA 1664 B
5.3/5.6/5.7
PHOSPHORUS (Total)
7.8
mg/L
0.4
mg/L
168
SM 4500 P E
0.1
TOTAL DISSOLVED SOLIDS
230
mg/L
223
mg/L
3
SM 2540C
10 / 25
(TDS)
OTHER
OTHER
END OF PART B.
-. REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-8 & 7550-22. Page 8 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVERBASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba River Basin
BASIC APPLICATION INFORMATION
PART C. CERTIFICATION
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application Is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
® Basic Application Information packet Supplemental Application Information packet:
® Part D (Expanded Effluent Testing Data)
® Pad E (Toxicity Testing: Biomonitodng Data)
® Part F (Industrial User Discharges and RCRAICERCLA Wastes)
❑ Pad G (Combined Sewer Systems)
ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERTIFICATION.
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the information, the information is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment
for knowing violations.
Name and official title Stephanie Scheringer, Division Manager Wastewater Treatment
Signature
Telephone number (7044) 866-6726
- I-19
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
EPA Form 3510-2A (Rev. 1-99). Replaces EPA fortes 7550-6 & 7550-22. Page 9 of 21

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MI
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FACILITY NAME AND PERMIT NUMBER:
Long Creek WWTP, NCO020184
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Catawba River Basin
SUPPLEMENTAL APPLICATION INFORMATION
PART D. EXPANDED EFFLUENT TESTING DATA
Refer to the directions on the cover page to determine whether this section applies to the treatment works.
Effluent Testing: 1.0 mgd and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0 mgd or it has (or is required
to have) a pretreatment program, or is otherwise required by the permitting authority to provide the data, then provide effluent testing data for the following
pollutants. Provide the indicated effluent testing information and any other information required by the permitting authority for each outfall through which
effluent is discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected
through analyses conducted using 40 CFR Part 136 methods. In addition, these data must comply with QA/QC requirements of 40 CFR Part 136 and
other appropriate QA/OC requirements for standard methods for analytes not addressed by 40 CFR Part 136. Indicate in the blank rows provided below
any data you may have on pollutants not specifically listed in this form. At a minimum, effluent testing data must be based on at least three pollutant
scans and must be no more than four and one-half years old.
Outfall number. 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MLIMDL
Conc.[Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
METALS (TOTAL RECOVERABLE), CYANIDE, PHENOLS, AND HARDNESS.
ANTIMONY
1.6
Ng/L
0.09
Ibs
0.3
NgIL
0.01
Ibs
10
EPA 200.8
1.0 / 2.0
ARSENIC
2.6
Ng/L
0.15
Ibs
0.2
Ng/L
0.01
Ibs
16
EPA 200.8
1.0 / 2.0
BERYLLIUM
0.0
Ng/L
0.00
Ibs
0.0
Ng/L
0.00
Ibs
3
EPA 200.8
1.0
CADMIUM
0.0
Ng/L
0.00
Ibs
0.0
Ng/L
0.00
Ibs
16
EPA 200.8
0.110.5
CHROMIUM
5.7
Ng/L
0.34
Ibs
1.7
Ng/L
0.11
Ibs
16
EPA 200.8
1.0 / 5.0
COPPER
3.5
pgIL
0.32
Ibs
1.7
Ng/L
0.12
Ibs
16
EPA 200.8
1.015.0
LEAD
0.0
Ng/L
0.00
Ibs
0.0
Ng/L
0.00
Ibs
16
EPA 200.8
1.0
MERCURY
0.00233
Ng/L
0.00014
Ibs
0.0065
NgIL
0.00004
Ibs
13
EPA 1631E
0.0010
NICKEL
42.0
Ng/L
1.96
Ibs
3.6
NgIL
0.20
Ibs
52
EPA 200.8
1.0 / 5.0
SELENIUM
1.5
Ng/L
0.14
Ibs
0.3
Ng/L
0.02
Ibs
16
EPA 200.8
1.0 / 5.0
SILVER
0.0
NgIL
0.00
Ibs
0.00
NgIL
0.00
Ibs
16
EPA 200.8
1.0
THALLIUM
0.0
ug/L
0.00
Ibs
0.00
ug/L
0.00
Ibs
3
EPA 200.8
1.0
ZINC
88.0
Ng/L
5.68
Ibs
52.8
Ng/L
3.36
Ibs
17
EPA 200.8
10.0
CYANIDE
44
pg/L
3.98
Ibs
4.5
Ng/L
0.35
Ibs
18
SM 4500-CN-
10.0
TOTAL PHENOLIC
COMPOUNDS
9.4
Ng/L
0.53
Ibs
1.6
Ng/L
0.09
Ibs
6
EPA 420.4
5.0
HARDNESS (as CaCO3)
82
mg/L
8220
Ibs
55.6
mg/L
3852
Ibs
15
EPA 2340C
10
Use this space (or a separate sheet) to provide information on other metals requested by the permit writer
++
EPA Form 3510-2A (Rev. 1-99). Replaces EPA farms 7550-5 & 7550-22. Page 10 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
W Long Creek WTP, NCO020184
Renewal
Catawba
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
MUMDL
Number
Conc.[Units
Mass
Units
Conc.
Units
Mass
Units
of
METHOD
Samples
VOLATILE ORGANIC COMPOUNDS
ACROLEIN
0.0
µg/L
0.000
Ibs
0.0
µglL
0.000
Ibs
3
EPA 624
5.0
ACRYLONITRILE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
5.0
BENZENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
1.0
BROMOFORM
7.3
µg/L
0.469
Ibs
2.8
µg/L
0.177
Ibs
3
EPA 624
1.0
CARBON
TETRACHLORIDE
0.0
µ9 /L
0.000
Ibs
0.0 _
µ9 /L
0.000
Ibs
3
EPA 624
1.0
CHLOROBENZENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
1.0
CHLORODIBROMO-
9.1
µ9 /L
0.584
Ibs
5.2
µ9 /L
0.314
Ibs
3
EPA 624
1.0
METHANE
CHLOROETHANE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
2.0
ROETHYLVINYL
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
5.0
ETHER
CHLOROFORM
20.0
µg/L
1.12
Ibs
5.7
µg/L
0.330
Ibs
8
EPA 624
1.0
DICHLOROBROMO-
12.0
µg/L
0.670
Ibs
6.0
µg/L
0.350
Ibs
3
EPA 624
1.0
METHANE
1,1-DICHLOROETHANE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
1.0
1,2-DICHLOROETHANE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
1.0
TRANS-1,2-DICHLORO-
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 624
1.0
ETHYLENE
1,1-DICHLORO-
0.0
I19 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 624
1.0
ETHYLENE
1,2-DICHLOROPROPANE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
1.0
1,3-DICHLORO-
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 624
1.0
PROPYLENE
ETHYLBENZENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
1.0
METHYL BROMIDE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
2.0
METHYL CHLORIDE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
2.0
METHYLENE CHLORIDE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
1.0
1,HLORrETRA-
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 624
1.0
CHLOROETHANE
TETRAC
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 624
1.0
ETHYLEHLoao-
ETHYLENE
TOLUENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
1.0
r
EPA Form 3510-2A (Rev. 1-99). Replaces EPA fortes 7550-6 & 7550-22. Page 11 of 21

u
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MR
r
OR
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r
L�
FACILITY NAME AND PERMIT NUMBER:
Long Creek WWTP, NCO020184
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Catawba River Basin
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML/MDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
TRIOHLOROETHANE
TRIC
0.0
µg /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 624
1.0
RIC
TRIO HLOROETHANE
0.0
µg /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 624
1.0
TRICHLOROETHYLENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
1.0
VINYL CHLORIDE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
1.0
Use this space (or a separate sheet) to provide Information on other volatile organic compounds requested by the permit writer
ACID -EXTRACTABLE COMPOUNDS
P-CHLORO-M-CRESOL
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
2-CHLOROPHENOL
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
2,4-DICHLOROPHENOL
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
2,4-DIMETHYLPHENOL
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
4,6-DINITRO-0-CRESOL
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
8.0
2,4-DINITROPHENOL
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
8.0
2-NITROPHENOL
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
3.2
4-NITROPHENOL
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
8.0
PENTACHLOROPHENOL
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
8.0
PHENOL
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
2,4,6-
TRICHLOROPHENOL
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 625
1.6
Use this space (or a separate sheet) to provide intonation on other acid -extractable compounds requested by the permit writer
BASE -NEUTRAL COMPOUNDS
ACENAPHTHENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
ACENAPHTHYLENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
ANTHRACENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
BENZIDINE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
8.0
BENZO(A)ANTHRACENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
SENZO(A)PYRENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
EPA Form 3510-2A (Rev. 1.99). Replaces EPA forms 7550-6 & 7550-22. Page 12 of 21

M
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FACILITY NAME AND PERMIT NUMBER:
PERMITACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba
Outfall number. 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
ML/MDL
Number
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
of
METHOD
Samples '
3,4 BENZO-
FLUORANTHENE
CRANT
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 625
1.6
BENZO(GHI)PERYLENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
BENZO(N
FLUORANTHENE
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA. 625
1.6
BIS
METHANE OROETHOXY)
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
BIS ETHER HLortoETHYL)-
0.0
ILg/L
0.000
Ibs
0.0
ELg/L
0.000
Ibs
3
EPA 625
1.6
BIS PYL) ETHER
PROPYL)ETHER
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 625
1.6
BIS
PHTHALATE
HALATE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.618.0
48130MPHENYLTHER
PHENYL ETHER
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 625
1.6
BUTYLLATE
PHTHALATE
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 625
1.6
APHTH NENE
NAPHTHALL
.
00
µ9 /L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
PHENYL
PHENYL ETHER
ETHER
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 625
1.6
CHRYSENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
DI-N-BUTYL PHTHALATE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
DI-N-OCTYL PHTHALATE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
DIBENZO(A,H)
ANTHRACENE
0 0.
µ9 /L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
1,2-DICHLOROBENZENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
1,3-DICHLOROBENZENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ib3
3
EPA 625
1.6
1,4-DICHLOROBENZENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
BENZIDINE -.
BENZIDINE
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 625
8.0
DIETHYL PHTHALATE
0.0
µg/L
0.000
Ibs,
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
DIMETHYL PHTHALATE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
2,4-DINITROTOLUENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
3.2
2,6-DINITROTOLUENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
3.2
HYD IRAZMEYL
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
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EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550.6 & 7550-22, Page 13 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
MLIMDL
Number
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
of
METHOD
Samples
FLUORANTHENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA625
1.6
FLUORENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
HEXACHLOROBENZENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
HEXADIENE
0.0
itg /L
0.000
Its;
0.0
µg /L
0.000
Ibs
3
EPA 625
1.6
BUTADIENE
HEXACIDIENE vcLo-
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 625
8.0
PENTADIENE
HEXACHLOROETHANE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
INDENO(1,2,3-CD)
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
PYRENE
ISOPHORONE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
NAPHTHALENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
NrrROBENZENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
N-NITROSODI-N-
0.0
µ9 /L
0.000
Ibs
0.0
µ9 IL
0.000
Ibs
3
EPA 625
1.6
PROPYLAMINE
N-NITROSODI-
0.0
µ9 /L
0.000
Ibs
0.0
!+9 /L
0.000
Ibs
3
EPA 625
1.6
METHYLAMINE
N-NITROSODI-
0.0
It9 /L
0.000
Ibs
0.0
FL9 /L
0.000
Ibs
3
EPA 625
1.6
PHENYLAMINE
PHENANTHRENE
O.O
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
PYRENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
1,2,4-
0.0
Ft9 /L
0.000
Ibs
0.0
µg /L
0.000
Ibs
3
EPA 625
1.6
TRICHLOROBENZENE
Use this space (or a separate sheet) to provide information on other base -neutral compounds requested by the permit writer
Use this space (or a separate sheet) to provide information on other pollutants (e.g., pesticides) requested by the permit writer
-
END OF PART D.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
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EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 14 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba
SUPPLEMENTAL APPLICATION INFORMATION
PART E. TOXICITY TESTING DATA
POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the
facility's discharge points: 1) POTWs with a design flow rate greater than or equal to 1.0 mgd; 2) POTWs with a pretreatment program (or those that are
required to have one under 40 CFR Part 403); or 3) POTWs required by the permitting authority to submit data for these parameters.
• At a minimum, these results must include quarterly testing for a 12-month period within the past 1 year using multiple species (minimum of two
species), or the results from four tests performed at least annually in the four and one-half years prior to the application, provided the results
show no appreciable toxicity, and testing for acute and/or chronic toxicity, depending on the range of receiving water dilution. Do not include
information on combined sewer overflows in this section. All information reported must be based on data collected through analysis s 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 OA/QC
requirements for standard methods for analytes not addressed by 40 CFR Part 136.
• In addition, submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test
conducted during the past four and one-half years revealed toxicity, provide any information on the cause of the toxicity or any results of a
toxicity reduction evaluation, if one was conducted.
• If you have already submitted any of the information requested in Part E, you need not submit it again. Rather, provide the information
requested in question EA for previously submitted information. If EPA methods were not used, report the reasons for using alternate methods.
If test summaries are available that contain all of the information requested below, they may be submitted in place of Part E.
If no biomonitoring data is required, do not complete Part E. Refer to the Application Overview for directions on which other sections of the form to
complete.
E.I. Required Tests.
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years.
® chronic ❑ acute
E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half Years. Allow one
column per test (where each species constitutes a test). Copy this page if more than three tests are being reported.
Test number. Test number: Test number.
a. Test information. See section EA for Summary of Submitted Biomonitoring Test Information
Test Species & test method number
Age at initiation of test
Outfall number
Dates sample collected
Date test started
Duration
b. Give toxicity test methods followed.
Manual title
Edition number and year of publication
Page number(s)
c. Give the sample collection method(s) used. For multiple grab samples, indicate the number of grab samples used.
24-Hour composite
Grab
d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each.
Before disinfection
After disinfection
After dechlorination
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EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22, Page 15 of 21

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FACILITY NAME AND PERMIT NUMBER:
Long Creek WWTP, NCO020184
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Catawba
Test number: Test number: Test number:
e. Describe the point in the treatment process at which the sample was collected.
Sample was collected:
f. For each test, include whether the test was intended to assess chronic toxicity, acute toxicity, or both
Chronic toxicity
Acute toxicity
g. Provide the type of test performed.
Static
Static -renewal
Flow -through
h. Source of dilution water. If laboratory water, specify type; if receiving water, specify source.
Laboratory water
Receiving water
i. Type of dilution water. If salt water, specify "natural" or type of artificial sea salts or brine used.
Fresh water
Salt water
j. Give the percentage effluent used for all concentrations in the test series.
k. Parameters measured during the test. (State whether parameter meets test method specifications)
pH
Salinly
Temperature
Ammonia
Dissolved oxygen
I. Test Results.
Acute:
Percent survival in 100 %
effluent
%
%
%
LC5o
95% C.I.
%
%
%
Control percent survival
%
%
%
Other (describe)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 16 of 21

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FACILITY NAME AND PERMIT NUMBER:
Long Creek WWTP, NCO020184
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Catawba
Chronic:
NOEC
%
%
%
ICz5
%
%
%
Control percent survival
%
%
%
Other (describe)
m. Quality Control/Quality Assurance.
Is reference toxicant data available?
Was reference toxicant test within
acceptable bounds?
What date was reference toxicant test
run (MM/DDNYYY)?
Other (describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation?
❑ Yes ID No If yes, describe: N/A
EA. Summary of Submitted Biomonitoring Test Information. If you have submitted biomonitoring test information, or information regarding the
cause of toxicity, within the past four and one-half years, provide the dates the information was submitted to the permitting authority and a summary
of the results.
Date submitted: 4/6/15 through 7/2119 (MWDDNYYY)
Summary of results: (see instructions)
AT-1 and/or AT-5 reports have been submitted on the following dates: 416/15, 6/23/15, 10/13/15, 1/11/16, 414/16, 7/8/16,
10/17/16, 1/6/17, 4/7/17, 7/6/17, 10/18/17, 1/12/18, 4/6/18, 6/29/18, 10117/18, 119/19, 4/23/19 and 7/2/19.
The first sample for each of these analyses were collected on the following dates: 3110/15 6/2/15, 9/15/15 12/8/15
3/8/16, 6/7/16, 9/13/16, 12/6/16, 3/7/17, 6/6/17, 9/12/17, 12/5/17, 316/18, 6/5118, 9/11/18, 12/4/18, 3/5/19, and 6/4/19.
All samples passed the respective Ceriodaphnia Dubia or Pimephales Promelas multi -dilution chronic toxicity tests.
END OF PART E.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 17 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek VW TP, NCO020184
Renewal
Catawba
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have, or is subject to, an approved pretreatment program?
® Yes ❑ No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial Users (CIUs). Provide the number of each of the following types of
Industrial users that discharge to the treatment works.
a. Number of non -categorical SIUs. 13
b. Number of CIUs. 4
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the Information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Please see attached listing of SIU information
Mailing Address:
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal producl(s):
Raw material(s):
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
gpd ( continuous or intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
gpd ( continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ❑ Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 18 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
❑ Yes ❑ No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes ® No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
❑ Truck ❑ Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
N/A
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has 8 been notified that it will) receive waste from remedial activities?
❑ Yes (complete F.13 through F.15.) ® No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLAIRCRAIor other remedial waste originates (or is excepted to origniate in
the next five years).
NIA
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
N/A
F.15. Waste Treatment.
a. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
NIA
b. Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent, describe discharge schedule.
N/A
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 19 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba
SUPPLEMENTAL APPLICATION INFORMATION
PART G. COMBINED SEWER SYSTEMS
If the treatment works has a combined sewer system, complete Part G.
G.I. System Map. Provide a map indicating the following: (may be included with Basic Application Information)
a. All CSO discharge points.
b. Sensitive use areas potentially affected by CSOs (e.g., beaches, drinking water supplies, shellfish beds, sensitive aquatic ecosystems, and
outstanding natural resource waters).
C. Waters that support threatened and endangered species potentially affected by CSOs.
G.2. System Diagram. Provide a diagram, either in the map provided in G.1 or on a separate drawing, of the combined sewer collection system that
includes the following information.
a. Location of major sewer trunk lines, both combined and separate sanitary.
b. Locations of points where separate sanitary sewers feed into the combined sewer system.
C. Locations of in -line and off-line storage structures.
d. Locations of Flow -regulating devices.
e. Locations of pump stations.
CSO OLITFALLS:
Complete questions G.3 through G.6 once for each CSO discharge point
G.3. Description of Outfall.
a. Outfall number N/A
b. Location N/A
(City or town, if applicable) (Zip Code)
N/A
(County) (State)
N/A
(Latitude) (Longitude)
C. Distance from shore (if applicable) NIA ft,
d. Depth below surface (if applicable) N/A ft.
e. Which of the following were monitored during the last year for this CSO?
❑ Rainfall ❑ CSO pollutant concentrations ❑ CSO frequency
❑ CSO flow volume ❑ Receiving water quality
f. How many storm events were monitored during the last year? NIA
GA. CSO Events.
a. Give the number of CSO events in the last year.
N/A events (❑ actual or ❑ approx.)
b. Give the average duration per CSO event.
NIA hours (❑ actual or ❑ approx.)
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EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 20 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba
C. Give the average volume per CSO event.
NIA million gallons (❑ actual or ❑ approx.)
d. Give the minimum rainfall that caused a CSO event in the last year
N/A Inches of rainfall
G.S. Description of Receiving waters.
a. Name of receiving water: NIA
b. Name of watershed/river/stream system: N/A
United State Soil Conservation Service 14-digit watershed code (ff known): N/A
C. Name of State Management/River Basin: NIA
United States Geological Survey 8-digit hydrologic cataloging unit code (if known): N/A
G.6. CSO Operations.
Describe any known water quality impacts on the receiving water caused by this CSO (e.g., permanent or intermittent beach closings, permanent or
intermittent shell fish bed closings, fish kills, fish advisories, other recreational loss, or violation of any applicable State water quality standard).
N/A
END OF PART G.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
EPA Forth 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 21 of 21

Additional information, if provided, will appear on the following pages.
NPDES FORM 2A Additional Information

-
-
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba River Basin
Additional Information for NPDES Permit Application
Section B.2. Topographical Map
-

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba River Basin
Additional Information for NPDES Permit Application
Section B.3. Process Flow Diagram or Schematic

F­
4ir
B.2 Topographical Mat) - Long Creek WWTP NPIDES Permit NCO020184
Riq
Id 'd
pRI14GA : a f
41V
N,
0640
P
4u
Lu
f
dD IQ
Z% A L
Sludge Storage Lagoons 0
C
D
Long Creek WVVTP Outfall 001
r
Lat 35 1837"
E MAIN ST Long 81 06' 50"4P
L1
-�EASTWAY
-A ;tC% 6. �
0& vj�.- 7 (P 4
Milo 0 N13R_00K
6� GREE
7 4
IL W -NO-NAME
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0,
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0 0
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0 X
o a<
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Go? Ykq�
%
LYNN LU DR -
LU HOWW LYNN
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OODSIDE A) W /E
'A3. IL 4
..—DF:l J1N_GER..AVE_
Y, 0.125 0.25 0.5 0.75 1
—Mile
-k W
Yp-W 4
- 0701z, C
do mmm
I Facility Boundary
w Drinking Water Wells
Long Creek WWTP Ouffall 00-
Sewer Mains - Gravity
10 MAIN
Sewer Mains - Forced
III W son FORCE
PRIVATE FORCE

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba River Basin
Additional Information for NPDES Permit Application
Section B.3. Process Flow Diagram or Schematic
Process Flow Description
The Long Creek WWTP is a 16-mgd facility operated by Two Rivers Utilities which
discharges to the South Fork Catawba River. Influent wastewater enters the plant
through a 48" gravity feed sewer line and passes through mechanical screens and a grit
collector. Following preliminary treatment, the flow enters the main lift station. Five
influent pumps (three duty, two standby) lift the influent flow to Manhole #1 (MH-1) and
W the flow is split to three primary clarifiers. The primary clarifier effluent is combined with
the RAS in MH-2 where the flow is split to two biological treatment trains. The biological
treatment trains consist of anaerobic, anoxic and oxic basins, with internal oxic recycle
pumping (one duty, one standby per train) for denitrification. One biological treatment
train has a treatment capacity of 7-mgd and the other has a treatment capacity of 9-mgd.
Following the biological treatment trains, flow is combined in MH-6 and routed to the
denitrification basin which consists of anoxic zones for further denitrification and oxic
zones for reaeration. Flow can be diverted around the denitrification basins. The
intermediate pumping station consists of three screw pumps (two duty, one standby)
which lift the flow to four final clarifiers. From the final clarifiers, the flow is sent to gravity
anthracite filters. Eight filter cells are in place to allow cells to be taken out of service
without impacting the performance of the system. Flow can be diverted around the
filters. Filter effluent is disinfected in an open chlorine contact chamber by injection of
chlorine solution. Sulfur dioxide is injected into the chlorinated effluent for
dechlorination. Finally, the effluent is discharged through two three -stage static aeration
devices to a 54" line, which discharges to the South Fork Catawba River. The process
flow schematic shows all of the processes of the treatment plant along with bypasses
and backup power sources. The plant has three 1,600 kW generators located at the
plant entrance.

I i i I I I I I I I I I I I I 1 i
Influent
16 MGD
Long Creek WWTP - Process Flow Schematic
5.3 MGD
(Current daily
Primary
average = 7.7
Clarifiers
I
MGD)
4.6 MG
—'
,�
4.6 MGn
�
5.3 MGD
.
s
6.7 MGD
Main Lift /
w
Screening /
6.8 MGD
I
I
Grit Removal
o
Add
T
1
1
Caustic
2
Primary oo
6.7 MGD
Sludge RAS
Add
Carbon Source
Chemical
Denitrification Basin
24
MGD
. Splitter
mAnaerobic
mAnoxic
m Oxic
Treatment Trains Oxic Recycle
8.8 MGD 3.5 MG
IMMEME - 10.6 MGD
I • mmm.8FP
8MGD
11.2 MGD -'
0
ad P
CD
mmmm • • G) J. 4�
MMEMEM 0 O o
T11.2MGD as MMp� Co
Oxic Recycle N
In
1 Final Clarifiers
1 6 MGD -
1; Filters 8
Chlorine
1 6 MGD MGD Contact
1=
16 MGD 16 MG 16 MG
• } 6 MGD 1
Add / 8 1 1 m —
Alum 6 MGD Chlorination MGD 1 Chlorination Dechlorination m 0
1
Intermediate 1 1 a
o--------� �d
Pumping 0Emergency Flow Diversion p <
Station11 2To South Fork Catawba River
co
RAS WAS

I 1 1 1 I 1 1 1 1 1 1 1 _ I J 1 1 1 1 _I
1 JIJJJ
/
M.H. �•
---..__ — #1 o
I `\i
I
-----------T---mY M.H.
SCADA r
ANTENNA I
i sorv�
-- LAB /CONr ROL
_ BUILDING "•�
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Long Creek WWTP — Layout Plan

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba River Basin
Additional Information for NPDES Permit Application
Section BA Operation/Maintenance Performed by Contractor(s)

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba River Basin
Additional Information for NPDES Permit Application
Section 13.4. Operation/Maintenance Performed by Contractor(s).
If yes, list the name, address, telephone number, and status of each contractor and describe the
contractor's responsibilities (attach additional pages if necessary).
Name: Air Components
Mailing Address: P.O. Box 560578
Charlotte, NC 28256
Telephone Number: [phone]
Responsibilities of Contractor: Preventive and corrective maintenance on air compressors.
Name: Carolina Engine
Mailing Address: PO Box 1095
Charlotte, NC 28201
Telephone Number: [phone]
Responsibilities of Contractor: Preventative and corrective maintenance on emergency generators.
Name: EMA Resources, Inc.
Mailing Address: 755 Yadkinville Road
Mocksville, NC 27028
Telephone Number: [phone]
Responsibilities of Contractor: Transport and land application of biosolids generated from treatment
process.
Name: Expert Services CITI
Mailing Address: PO Box 37047
Charlotte, NC 28237
Telephone Number: [phone]
Responsibilities of Contractor: Repairs, adjustments and upgrades to SCADA system.

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba River Basin
Additional Information for NPDES Permit Application
Section B.4. Operation/Maintenance Performed by Contractor(s) (Continucd)
Name: Gardner/Denver Lamson
Mailing Address: 2101-A Cambridge Beltway Drive
Charlotte, NC 28273
Telephone Number: [phone]
Responsibilities of Contractor: Preventative and corrective maintenance on centrifugal blowers.
Name: Instrument Services Incorporated
Mailing Address: P.O. BOX 712465
Cincinnati, OH 45271-2465
Telephone Number: [phone]
Responsibilities of Contractor: Field instrument calibrations, predictive maintenance including
infra -red and vibration analysis for large eouinment and some corrective
maintenance on instrumentation.
Name: Kemp Incorporated
Mailing Address: 2217 Lynmore Drive
Sherrills Ford, NC 28673
Telephone Number: [phone]
Responsibilities of Contractor: Scheduled preventative maintenance on intermediate lift screw
pumps and corrective maintenance as needed.
Name: Piedmont Chlorinator Service
Mailing Address: 7424 Orr Road
Charlotte, NC 28213
Telephone Number: [phone]
Responsibilities of Contractor: Preventative and corrective maintenance on all vacuum regulators
ators
and flow proportional smart valves.
Name: Republic Waste Services
Mailing Address: P.O. Box 219
Pineville, NC 28134
Telephone Number: [phone]
Responsibilities of Contractor: Disposal of waste from grit and bar screenings.
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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NCO020184
Renewal
Catawba River Basin
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r Additional Information for NPDES Permit Application
Section F. Industrial User Discharges
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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.6 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Altus Finishing
Mailing Address: 1711 Sparta Court
Gastonia, NC 28052
FA. Industrial Processes. Desenbe all the industrial processes that affect or contribute to the SIU's discharge.
Discharge domestic and process wastewater from scouring bleaching and finishing PES/CO circular knitted
fabrics.
F.S. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): PES/CO Circular knitted fabrics
Raw materiafs): Water, soaps and misc. chemicals (Acetic acid, sodium hydroxide)
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
4,624 gpd ( continuous or ✓ intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
*500 gpd ( continuous or ✓ intermittent) 'Flow based on 25 gallons per person.
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SRJ caused or contributed to any problems (e.g., upsets,
interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.
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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the Information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Bimbo Bakeries USA, Inc.
Mailing Address: 1029 COX Road
Gastonia, NC 28054
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Discharge of manufacturing process wastewater (yeast tank cleaning & wash -down) domestic wastewater,
non -contact cooling water,
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Bread
Rawmaterial(s): Flour. Yeast, salt, sugar, bran, nuts, raisins, wheat, sesame seeds. toppings & meal.
Treatment is caustic adjustment.
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
2,598 gpd ( ✓ continuous or intemnittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
*2.985 1 gpd continuous or ✓ intemtittent) -Flow based on 25 gallons per person.
F.7. Pretreatment Standards. Indicate whether the SlU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
F.B. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets,
interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.
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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the Information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Gaston Memorial Hospital owned by CaroMont Health Inc
Mailing Address: 2525 Court Drive
Gastonia, NC 28052
Fri. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Discharge of washdown, laboratory, kitchen and food preparation from a hospital facility. (2 sample locations -
pipes 001 & 002)
F.B. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that aged or contribute to the SIU's
discharge.
Principal product(s): Medical care - Hospital
Rawmaterial(s): Cleaning supplies, lab chemicals, medical equipment detergents kitchen and food
Preparation, magnesium hydroxide.
F.B. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
111,600 gpd ( ✓ continuous or intermittent)
b. Non -process wastewater Flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
30,000 gpd continuous or ✓ intermittent) -Flow based on 25 gallons per person.
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
FA Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g, upsets,
interference) at the treatment works in the past three years?
0 Yes 0 No If yes, describe each episode.

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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.S and
provide the Information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Choice USA Beverages, Inc.
Mailing Address: 809 East Franklin Blvd.
Gastonia, NC 28052
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Discharge of manufacturing process wastewater and washdown wastewater, domestic, non -contact cooling,
and blowdown water.
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SI U's
discharge.
Principal product(s): Carbonated Beverages
Raw material(s): Flavorings, citric acid, sodium/potassium benzoate, and corn syrup
F.S. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
18,637 gpd ( ✓ continuous or intermittent)
b. Non -process wastewater Flow rate. Indicate the average daily volume of non -process wastewater Flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
*1.500 gpd ( continua" or ✓ intermittent) -Flow based on 25 gallons per person.
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
Ifsubject to categorical pretreatment standards, which category and subcategory?
F.S. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets,
interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.

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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Daimler Trucks North America, LLC
Mailing Address: 1400 TWO Drive
Gastonia, NC 28052
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Wastewater discharges from e-coat lines, burn table, vibratory, zinc phosphating, floor and equipment wash
down, cooling, non -contact cooling tank -containment and deionized water unit
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Steel and aluminum truck parts and sub -assembly
Raw material(s). Various truck parts, phosphating chemicals, paint, hydrogen peroxide. PH adjustment
aluminum polymer, calcium chloride
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
19,911 gpd ( continuous or ✓ intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
44,250 gpd ( ✓ continuous or intermittent) •31,250 domestic wastewater-25gpd/person
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ® Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
Metal Finisher 40 CFR 433.17
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets,
interference) at the treatment works in the past three years?
0 Yes 0 No If yes, describe each episode.

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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the Information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Earth Farms Organic LLC
Mailing Address: 131 Mariposa Road
Stanley, NC 28164
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Treated wastewater from grease interceptors of commercial businesses and industries.
F.S. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Composted materials, land application of solid and liauid wastes
Raw material(s): Restaurant grease trap waste and process additives (including lime for pH adiustment and
cationic polymers).
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
50,042 gpd continuous or ✓ intermittent)
b. Non -process wastewater flow rate, Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
0 gpd continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
F.B. Problems at the Treatment Works Attributed to Waste Discharge by the StU. Has the S[U caused or contributed to any problems (e.g., upsets,
interference) at the treatment works in the punt three years?
❑ Yes ® No If yes, describe each episode.

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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the Information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Gaston County Landfill
Mailing Address: 3155 Philadelphia Church Road
Dallas, NC 28034
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Discharge of landfill leachate.
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Landfill leachate
Raw material(s): None
F.6. Flow Rate.
a. Process wattewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
10,082 gpd ( continuous or ✓ intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater Flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
*625 gpd ( continuous or ✓ intermittent) -Flow based on 25 gallons per person.
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits E9 Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
F.S. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets,
interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.
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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Industrial Electroplating Company
Mailing Address: 317 S. Linwood Road
Gastonia, NC 28053
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Discharge from process wastewater alkaline and chloride zinc Drocesses and powder coating rinses
F.S. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Plating metal parts by zinc, e-coating and powder coating
Raw material(s): Metal parts, metals, zinc, chrome waste, acids and caustic soda.
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
21,651 gpd ( continuous or ✓ intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
*1.525 gpd continuous or ✓ intermittent) "Flow based on 25 gallons per person.
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits N Yes ❑ No
b. Categorical pretreatment standards N Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
Metal Finisher 40 CFR 413.14
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets,
interference) at the treatment works in the past three years?
❑ Yes N No If yes, describe each episode.

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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the Information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Mann & Hummel - Allen Plant
Mailingwddress: 2900 Northwest Blvd
Gastonia, NC 28052
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Process wastewater of acid rinse filter Darts, and laboratory.
F.6. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Automotive filer DartS washing
Raw material(s): Paper, metal. Paint. Dlastisol. glue PH adjustment rust inhibitor.
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
10,876 gpd continuous or ✓ intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
*1000 gpd continuous or ✓ intermittent) *Flow based on 25 gallons per person.
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ® Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
Metal Finisher 40 CFR 433.17
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets,
interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.
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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the Information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Modena Southern Dyeing Corporation
Mailing Address: 1004 East Long Ave.
Gastonia, NC 28054
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Discharge wastewater from dye house processes.
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Dyeing threads
Rawmaterial(s): Threads(Nomex Kevlar, polyester, nylon), dyes, and acetic acid (PH adjustment)
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
6,574 gad continuous or ✓ intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
*575 gpd continuous or ✓ intermittent) *Flow based on 25 gallons per person.
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
It. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
F.S. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets,
interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.

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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Owens Corning
Mailing Address: 1230 Gastonia Technology Pkwv
Dallas, NC 28034
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Discharge of manufacturing process for glass fiber rolls with binder addition and drying process.
F.S. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Non -woven glass fiber rolls
Raw material(s): Glass fiber, binder, caustic, color dues, cleaning products PH adjustments.
F.6. Flow Rate.
a. Process wastewater Flow Tate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
169.917 gpd ✓ continuous or intermittent)
b. Non -process wastewater Flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent
7,500 gpd continuous or ✓ intermittent) -Flow based on 25 gallons per person.
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
F.S. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets,.
interference) at the treatment works in the past three years?
® Yes ❑ No If yes, describe each episode.
Beginning in 2017, POTW needed to press and landfill biosolids due to glass fibers in user's discharge.
The user installed improvements to its pretreatment system in July of 2018, which removes excess glass
fibers from the waste stream. POTW continues to frequently monitor user's discharge for glass fibers.
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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Pharr Yarns Inc
Mailing Address: 100 Main Street
McAdenville, NC 28101
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Discharge of wastewater from steaming process of manufacturing dye carpet and specialty yarn
F.S. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal produm(s): Producing specialty yarns (nylOn/DOlyester) and carpet.
Raw material(s): Yarn finish, cleaning agents sodium and calcium hypochlorite, acid dues.
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
20,000 estimated gpd ( continuous or ✓ intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
25,000 estimated gpd ( continuous or ✓ intermittent) -Flow based on 25 gallons per person.
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets,
interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.

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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Stabilus Inc.
Mailing Address: 1201 Tulip Drive
Gastonia NC 28052
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Discharge from process for production auto Darts including the chemical hardening of steel and gas springs.
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Metal fabricated auto components
Rawmaterial(s): Steel-1035 rod stock, steel tubing, cyanide and chrome treatments, plastic metal internal
parts, PH adjustment, flocculant.
F.6. Flow Rate.
a. Process wastewater flow rate_ Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
19,336 gpd ✓ continuous or intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
"8.175 gpd ✓ continuous or intermittent) -Flow based on 25 gallons per person.
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ® Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
Metal Finisher 40 CFR 433.17
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets,
interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek VWVfP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Sunshine Uniform Services, Inc.
Mailing Address: 1110 Jenkins Rd
Gastonia, NC 28052
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Discharge process wastewater from laundry process and boiler blow down.
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Industrial laundry
Raw material(:): Water, industrial detergents, cleaning chemicals. DH adjustment - sulfuric acid and caustic.
F.6. Flow Rate.
a. Process wastewater Flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
17,660 gpd ( continuous or ✓ intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
*1500 gpd continuous or ✓ intermittent) -Flow based on 25 gallons per person.
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
F.B. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets,
interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.

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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following Information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Town of Stanley
Mailing Address: 114 South Main Street
Stanley, NC 28164
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Discharge of domestic, commercial and industrial wastewater from Town of Stanley. Process water from two
SIUs (a paper/pulp manufacturer and a powder coating/metal finishing operation)
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Domestic commercial and industrial wastewater (Paper/pulp manufacturer and Powder
coating/Metal Finishing)
Rawmaterial(s): Domestic, commercial and industrial wastewater (paper binder pH adjustment polymer/
phosphate, metal cleaning chemicals)
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
112,000 gpd ✓ continuous or intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
277,000 1 gpd ✓ continuous or intermittent) -Flow based on 25 gallons per person.
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits 0 Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
One industry within town as is permitted a metal finisher 40 CFR 433.17
F.S. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets,
interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.
am

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the Information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: United Site Services
Mailing Address: 212 Bulb Avenue
Gastonia NC 28052
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Discharge of wastewater from portable toilets wash -down water, and truck stormwater runoff from Dad
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal produchs): Service to portable toilets
Raw material(s): Domestic wastewater, cleaning detergent descaler, liquid deodorizer,
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
5,756 gpd continuous or ✓ intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
100 gpd continuous or ✓ intermittent) -Flow based on 25 gallons per person.
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits N Yes ❑ No
b. Categorical pretreatment standards ❑ Yes N No
If subject to categorical pretreatment standards, which category and subcategory?
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets,
interference) at the treatment works in the past three years?
❑ Yes N No If yes, describe each episode.

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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Long Creek WWTP, NCO020184 Renewal Catawba River Basin
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the Information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Water Supply & Treatment Division - City of Gastonia
Mailing Address: P.O. BOX 1748
Gastonia NC 28052
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Water treatment.
F.S. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Drinking water
Raw material(s): Sodium hvpochlorite fluoride poly -aluminum chloride and citric acid
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per day (gpd) and
whether the discharge is continuous or intermittent.
747,187 gpd f continuous or ✓ intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
450 gpd continuous or ✓ intermittent) -Flow based on 25 gallons per person.
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
F.S. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g., upsets,
interference) at the treatment works in the past three years?
❑ Yes ® No If yes, describe each episode.
c1

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek VVMP, NCO020184
Renewal
Catawba River Basin
Additional Information for NPDES Permit Application
Sludge Management Plan
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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek WWTP, NC0020184
Renewal
Catawba River Basin
Additional Information for NPDES Permit Application
Sludge Management Plan for
Long Creek Wastewater Treatment Plant
NPDES Permit # NCO020184
The Long Creek Wastewater Treatment Plant (WWTP) design for sludge handling consists of anaerobic
sludge digestion followed by land application of class B liquid biosolids. This plan describes the
processes in place for treating and disposing of this material.
Anaerobic Digestion:
The anaerobic digestion system consists of four heated anaerobic sludge digesters and two sludge
holding digesters, each with a volume of approximately 450,000 gallons. The anaerobic digesters treat
the primary and waste -activated sludge generated from the WWTP. On average, Two Rivers Utilities
_ sends approximately 50,000 gallons of raw and thickened wasted solids to these digesters each day for
treatment.
Raw sludge from the bottom of three primary clarifiers is pumped to the primary digesters where it is
held at a temperature greater than 35°C. Wasting from the secondary clarifiers is also pumped to the
primary digesters, however these solids are first thickened in the dissolved air floatation thickener unit
located adjacent to the digesters. Following digestion in the primary digesters, solids transfer to the
holding digesters and then are pumped into the sludge storage lagoons.
_ The WWTP has two biosolids storage lagoons, with a combined capacity of four million gallons.
Additionally Two Rivers Utilities operates a residuals storage facility at its Resource Recovery Farm
located near Bessemer City. This facility is capable of storing an additional eight million gallons of
biosolids when application activities are hindered by inclement weather.
The Long Creek WWTP currently complies with the 503 pathogen reduction requirement for Class B
biosolids by a PSRP process (40 CFR Part 257 Appendix II). Pathogen reduction is demonstrated by fecal
coliform testing. Vector attraction reduction is demonstrated by a measurement of 38%volatile solids
reduction using the Van Kleeck's equation.
Land Application Program:
For beneficial reuse of these biosolids, Two Rivers Utilities utilizes land application for disposal of these
solids. Gastonia contracts with EMA Resources to perform this land application. Biosolids are land
applied to 2,085 acres of local farmland in North Carolina, in accordance with NC DEQ Land Application
Permit WQ0001793 and 283.5 acres in South Carolina under SC DHEC Land Application of Domestic
Sludge Permit ND0084883. 173.65 of the acres in North Carolina are TRU owned land at the Resource
Recovery Farm and the remainder is private farmland.

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Long Creek VVMP, NCO020184
Renewal
Catawba River Basin
Additional Information for NPDES Permit Application
Data for Determination of
Exceptionally Performing Facilities Status

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Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WWTP
Effluent:
Effluent:
Effluent:
Effluent:
NPDES # NC0020184
BOD
TSS
Ammonia-
Fecal
Nitrogen
Coliform
mg/L
mg/L
mg/L
#/100ml
Weekly Limit
Summer 7.5
45.00
Summer 6
400
Winter 15
Winter 12
Monthly Limit
Summer 5
Summer 2
200
30.00
Winter 10
Winter 4
Average (Geo Mean for Fecal)
Summer 2.70
1.6
0.2
3
Winter 3.39
Is this <50% Monthly Average Permit Limit?
Yes
Yes
No
Yes
Number of sample results > 2x Monthly Average
4
0
0
Limit
Are more than 15 daily sampling results above
No
No
No
200% of the Monthly Average Limit?
Number of sample results > 2x Weekly Average
0
Limit
Are more than 20 daily sampling results above
No
200% of the Weekly Average Limit?
Number of non -monthly violations last year
2
0
0
0
Is the number of non -monthly violations last year
No
Yes
Yes
Yes
less than 2?

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Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WWTP
NPDES # NCO020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
Effluent:
Fecal
Coliform
#/100m1
mg/L
Date
mg/L
mg/L
mg/L
*/100m1
7/1/2016
2.7
<2.5
<0.2
81
7/2/2016
7/3/2016
7/4/2016
7/5/2016
3.3
<2.5
<0.2
5
7/6/2016
4
<2.5
<0.2
4
7/7/2016
4.1
<2.5
<0.2
8
7/8/2016
<2.0
<2.5
<0.2
4
7/9/2016
7/10/2016
7/11/2016
2.2
<2.7
<0.2
4
7/12/2016
2.1
<2.5
<0.2
6
7/13/2016
3.1
<2.5
<0.2
18
7/14/2016
3.5
<2.5
<0.2
7
7/15/2016
3
<2.5
<0.2
4
7/16/2016
7/1712016
7/18/2016
2.5
<3.6
<0.2
11
7/19/2016
2.3
<2.5
<0.2
5
7/20/2016
2.9
<2.8
<0.2
7
7/21/2016
3.2
2.5
<0.2
10
7/22/2016
2
<2.5
<0.2
5
7/23/2016
7/24/2016
7/25/2016
4.6
3.1
<0.2
11
7/26/2016
2.5
<2.5
<0.2
2
7/27/2016
2.5
<2.5
<0.2
4
7/28/2016
2.3
<2.5
<0.2
17
7/29/2016
2.5
<2.5
<0.2
15
7/30/2016
7/31/2016
8/1/2016
3.3
3.0
<0.2
1
8/2/2016
2.7
<2.5
<0.2
6
8/3/2016
2.1
<2.5
<0.2
5
8/4/2016
2.6
<2.5
<0.2
37
8/5/2016
3.4
<2.5
<0.2
10
8/6/2016
8/7/2016
8/8/2016
3.8
3.6
<0.2
39
8/9/2016
2.2
<2.5
<0.2
85
8/10/2016
2.6
<2.8
<0.2
11
8/11/2016
3.3
<2.5
<0.2
58
8/12/2016
gtj
<2.8
<0.2
19

M
u
Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WWTP
NPDES # NCO020184
Effluent:
BOD
mg/L
Effluent:
TSS
Effluent:
Ammonia-
Nitrogen
_
mg/L
Effluent:
Fecal
Coliform
#/100m1
mg/L
8/13/2016
8/14/2016
8/15/2016
4.3
3.4
<0.2
9
8/16/2016
2.1
<2.5
<0.2
3
8/17/2016
9.4
<2.5
<0.2
16
8/18/2016
9.1
<2.5
<0.1
58
8/19/2016
2.9
2.5
<0.2
26
8/20/2016
8/2112016
8/22/2016
3.6
4.8
<0.1
15
8/23/2016
2.5
<2.8
<0.1
24
8/24/2016
4.9
<2.5
<0.1
7
8/25/2016
3.7
2.5
<0.2
3
8/26/2016
3.1
2.7
<0.2
10
8/27/2016
8/28/2016
8/29/2016
4.1
3.8
<0.2
5
8/30/2016
3
<2.5
<0.2
20
8/31/2016
3.7
<2.5
<0.2
137
9/1/2016
4.1
<2.5
<0.2
22
9/2/2016
2.7
<2.5
<0.2
3
9/3/2016
9/4/2016
9/5/2016
9/6/2016
3.6
<2.5
<0.2
21
9/7/2016
4.6
<2.5
<0.2
12
9/8/2016
4.8
<2.5
<0.2
11
9/9/2016
2.8
<2.5
<0.2
6
9/10/2016
9/11 /2016
9/12/2016
4.4
<2.5
<0.2
4
9/13/2016
2.7
<2.5
<0.2
4
9/14/2016
3
<2.5
<0.2
38
9/15/2016
3.2
<2.5
<0.2
20
9/16/2016
5
<2.5
<0.2
18
9/17/2016
9/18/2016
9/19/2016
4.9
3.6
<0.2
83
9/20/2016
2.9
<2.5
<0.2
12
9/21/2016
3.6
2.8
<0.2
17
9/22/2016
3.7
<2.5
<0.1
4
9/23/2016
3.3
2.5
<0.2
15
9/24/2016
9/25/2016
9/26/2016
5.1
3.5
< .1
29

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Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WWTP
NPDES # NC0020184
Effluent:
BOD
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
Effluent:
Fecal
Coliform
#/100m1
mg/L
mg/L
9/27/2016
2.6
10.0
<0.2
35
9/28/2016
3.7
3.5
<0.2
5
9/29/2016
3.41
3.0
<0.2
13
9/30/2016
2.7
3.0
<0.2
9
10/1/2016
10/2/2016
10/3/2016
3.4
4.2
<0.2
5
10/4/2016
3
2.8
<0.2
18
10/5/2016
2.6
<2.8
<0.2
39
10/6/2016
3
<2.5
<0.2
20
10/7/2016
2.2
3.0
<0.2
7
10/8/2016
10/9/2016
10/10/2016
<2.0
2.7
<0.2
4
10/11/2016
2
<2.5
<0.2
3
10/12/2016
2.5
<2.5
<0.2
76
10/13/2016
2.2
<2.5
<0.2
3
10/14/2016
2.1
<2.5
<0.2
1
10/15/2016
10116/2016
10117/2016
<2.0
<2.5
<0.2
1
10118/2016
<2.0
<2.5
<0.2
1
10/1912016
<2.0
<2.5
<0.2
10
10/20/2016
<2.0
<2.5
<0.2
<1
10/21/2016
<2.0
<2.5
<0.2
1
10/22/2016
10/23/2016
10/24/2016
<2.0
<2.5
<0.2
<1
10/25/2016
<2.0
2.7
<0.2
1
10/26/2016
<2.0
<2.5
<0.2
2
10/27/2016
<2.0
<2.5
<0.2
<1
10/28/2016
2.4
<2.5
<0.2
3
10/29/2016
10/30/2016
10/31/2016
<2.0
<2.5
<0.2
<1
11/1/2016
2.1
<2.5
<0.2
1
11/2/2016
3.2
<2.5
<0.2
2
11/3/2016
3
<2.5
<0.1
<1
11/4/2016
2.2
<2.5
<0.1
7
11/5/2016
11/6/2016
11/7/2016
2
<2.5
<0.2
1
11/8/2016
<2.0
<2.5
<0.2
<1
11 /9/2016
<2.0
<2.5
<0.2
<1
11110/2016
<2.0
<2.5
<0.21
71

Evaluation for Exceptionally Performing Facility Status
�. Range of Data Evaluated: 7/112016 to 6/30/2019
M
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Long Creek WWTP
NPDES # NCO020184
Effluent:
BOD
mg/L
Effluent:
TSS
Effluent:
Ammonia-
Nitrogen
Effluent:
Fecal
Coliform
mg/L
mg/L
#/100m1
11/11/2016
<2.0
<2.5
<0.2
3
11/12/2016
11/13/2016
11/14/2016
2.1
2.5
<0.2
2
11/15/2016
2.4
<2.5
<0.2
2
11/16/2016
3
<2.5
<0.2
56
11/17/2016
2
<2.5
<0.2
2
11/18/2016
<2.0
2.7
<0.2
1
11 /19/2016
11 /20/2016
11/21/2016
<2.0
2.9
<0.2
<1
11/22/2016
3.4
<2.5
<0.2
1
11/23/2016
2.3
<2.5
<0.2
<1
11 /24/2016
11 /25/2016
11/26/2016
11 /27/2016
11/28/2016
<2.0
<2.5
<0.2
30
11/29/2016
<2.0
<2.5
<0.2
6
11/30/2016
2.7
<2.5
<0.2
6
12/1/2016
2.9
2.5
<0.2
1
12/2/2016
2.5
<2.5
<0.2
<1
12/3/2016
12/4/2016
12/5/2016
<2.0
2.9
<0.2
4
12/6/2016
10.5
2.5
<0.2
<1
12/7/2016
6.7
4.6
<0.2
<1
1218/2016
<2.0
3.9
<0.1
1
12/9/2016
2.1
4.0
<0.1
<1
12110/2016
12/11 /2016
12/12/2016
<2.0
2.7
0.3
<1
12/13/2016
<2.0
<2.5
1.1
<1
12/14/2016
3.8
6.4
<0.2
4
12/15/2016
2.1
3.9
<0.2
<1
12/16/2016
2
3.9
<0.2
<1
12/17/2016
12/18/2016
12/19/2016
2.7
5.0
<0.2
1
12/20/2016
2.7
4.5
<0.2
<1
12/21/2016
3.1
9.5
<0.2
<1
12/22/2016
3.3
12.2
<0.2
<1
12/23/2016
12/24/2016
12/25/201

M
w
w
Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WWTP
NPDES # NC0020184
Effluent:
BOD
Effluent:
TSS
Effluent:
Ammonia-
Nitrogen
Effluent:
Fecal
Coliform
#/100m1
mg/L
mg/L
mg/L
12/26/2016
12/27/2016
3.5
6.6
<0.2
2
12/28/2016
2.5
7.1
<0.2
<1
12/29/2016
2.5
5.3
<0.2
1
12/30/2016
2.2
8.0
<0.2
<1
12/31/2016
1/1/2017
1/2/2017
1/3/2017
2.6
6.7
<0.2
3
1/4/2017
4.1
8.0
0.1
<1
1/5/2017
2.5
3.1
<0.1
<1
1/6/2017
2.1
<2.5
<0.2
<1
1/7/2017
1/8/2017
1/9/2017
2.2
4.1
<0.2
1
1/10/2017
2.8
2.6
<0.2
<1
1/11/2017
2.8
4.2
<0.2
<1
1/12/2017
2.5
6.3
<0.2
<1
1/13/2017
3.4
5.3
<0.2
1/14/2017
1/15/2017
1/16/2017
1/17/2017
3.9
<3.3
<0.2
<1
1/18/2017
3.4
3.5
<0.2
7
1/19/2017
4.8
<3.1
<0.2
1
1/20/2017
6.6
4.4
0.9
3
1 /21 /2017
1 /22/2017
1/23/2017
3.9
4.1
0.7
<1
1/24/2017
3.8
4.1
0.3
1
1/25/2017
3.9
3.1
<0.2
2
1 /26/2017
3.1
3.3
<0.2
<1
1 /27/2017
3
4.4
<0.2
1
1 /28/2017
1 /29/2017
1/30/2017
3.3
3.6
<0.2
<1
1/31/2017
3.9
2.7
<0.2
3
2/1/2017
4.8
3.8
<0.2
<1
2/2/2017
5.1
4.8
<0.2
1
2/3/2017
3.7
4.2
<0.2
<1
2/4/2017
2/5/2017
2/6/2017
2.7
2.9
<0.11
<1
2/7/2017
3.6
3.8
<0.1
<1
2/8/20 7
3.6
2.5
0.51
<1

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek VW1TP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
2/9/2017
2
5.0
2.4
<1
2/10/2017
2.5
4.3
3.8
<1
2/11/2017
2/12/2017
2/13/2017
3.7
4.3
<0.2
<1
2/14/2017
3.3
4.6
<0.2
<1
2/15/2017
2.8
5.3
<0.2
2
2/16/2017
2.9
4.1
<0.2
<1
2/17/2017
2.7
5.9
<0.2
<1
2/18/2017
2/19/2017
2/20/2017
3.7
4.0
<0.2
<1
2/21/2017
2.3
<2.5
<0.2
<1
2/22/2017
3.4
3.6
<0.2
1
2/23/2017
2.3
4
<0.2
2
2/24/2017
2.5
<2.5
<0.2
3
2/25/2017
2/26/2017
2/27/2017
<2.0
3.3
<0.2
3
2/28/2017
2.8
<2.5
<0.2
<1
3/1/2017
2.2
3.2
<0.2
4
3/2/2017
<2.0
3.3
<0.2
<1
3/3/2017
<2.0
<2.5
<0.2
1
3/4/2017
3/5/2017
3/6/2017
<2.0
3.4
<0.2
1
3/7/2017
2.3
2.8
<0.2
1
3/8/2017
2.4
4.0
<0.2
<1
3/9/2017
<2.0
4.7
<0.2
<1
3/10/2017
2.1
2.9
<0.2
2
3/11/2017
3/12/2017
3/13/2017
3.1
3.2
<0.2
<1
3/14/2017
<2.0
3.3
<0.2
23
3/15/2017
<2.0
3.1
<0.2
71
3/16/2017
<2.0
<2.5
<0.2
3
3/17/2017
<2.0
<2.5
<0.2
22
3/ 18/2017
3/19/2017
3/20/2017
3.8
2.6
<0.2
<1
3/21/2017
2.2
2.9
<0.2
3
3/22/2017
2.1
<2.5
<0.2
2
3/23/2017
2
<2.5
<0.2
<1
3/24/2017
2.9
<2.5
<0.2
4
3/25/2017

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek VWIITP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
3/26/2017
3/27/2017
3.3
4.2
<0.2
3
3/28/2017
3.7
6.0
<0.2
17
3/29/2017
4.2
&0
<0.2
6
3/30/2017
3.5
4.4
<0.2
10
3/31/2017
2.3
4.0
<0.2
15
4/1 /2017
4/2/2017
4/3/2017
2.3
3.5
<0.2
9
4/4/2017
3.8
9
4/5/2017
3.4
4.5
<0.2
4/6/2017
4.2
4/7/2017
4.3
4/8/2017
4/9/2017
4/10/2017
2.3
<2.7
<0.2
2
4/11/2017
2
2
4/12/2017
2
<3.1
<0.2
4/13/2017
3
4/14/2017
4/15/2017
4/ 16/2017
4/17/2017
3.5
<2.5
<0.2
<1
4/18/2017
2.4
<1
4/19/2017
2.7
<2.5
<0.2
4/20/2017
2.7
<1
4/21 /2017
4.3
4/22/2017
4/23/2017
4/24/2017
4.9
2.5
<0.2
7
4/25/2017
3.7
3
4/26/2017
3.4
3.5
<0.2
4/27/2017
4.7
4/28/2017
5
4/29/2017
4/30/2017
5/1/2017
8.7
<2.5
<0.1
<1
5/2/2017
4.4
6
5/3/2017
5.1
2.5
<0.2
5/4/2017
5.2
5/5/2017
3.8
5/6/2017
5/7/2017
5/8/2017
3.8
2.8
<0.2
14
5/9/2017
4
7

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek VVVVTP
NPDES # NCO020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
5/10/2017
3.8
<2.5
<0.2
5/11 /2017
4.4
5/12/2017
4.3
5/13/2017
5/14/2017
5/15/2017
4.9
<2.5
<0.2
12
5/16/2017
3.9
4
5/17/2017
3.9
<2.5
0.4
5/18/2017
4.1
5/19/2017
3.6
5/20/2017
5/21 /2017
5/22/2017
5.7
<2.5
0.2
47
5/23/2017
3
<1
5/24/2017
<2.0
<2.5
<0.2
5/25/2017
<2.0
5/26/2017
<2.0
5/27/2017
5/2812017
5/29/2017
5/30/2017
2.5
<2.5
<0.2
7
5/31/2017
2.1
<2.5
<0.2
2
6/1 /2017
2.3
6/2/2017
3
6/3/2017
6/4/2017
6/5/2017
4
19
6/6/2017
3.1
<2.5
<0.2
1
6/7/2017
3.2
<2.5
<0.2
6/8/2017
3.2
6/9/2017
3.5
6/10/2017
6/11 /2017
6/12/2017
3.7
2.7
<0.2
7
6/13/2017
3.1
4
6/14/2017
3
2.9
<0.2
6/15/2017
3.1
6/16/2017
2.2
6/17/2017
6/18/2017
6/19/2017
2.6
<2.5
<0.2
5
6/20/2017
2.1
7
6/21/2017
2.4
2.5
<0.2
6/22/2017
<2.0
6/23/2017
2

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WWTP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
6/24/2017
6/25/2017
6/26/2017
4.9
<2.5
<0.2
2
6/27/2017
2.9
2
6/28/2017
3.7
<2.5
<0.2
6/29/2017
3.8
6/30/2017
3.1
7/1 /2017
7/2/2017
7/3/2017
7/4/2017
7/5/2017
<2.0
<2.5
<0.2
4
7/6/2017
<2.0
<0.1
5
7/7/2017
<2.0
<2.5
7/8/2017
7/9/2017
7/10/2017
2
<2.5
<0.2
8
7/11 /2017
2
8
7/12/2017
<2.0
<2.5
<0.2
7/13/2017
<2.0
7/14/2017
<2.0
7/15/2017
7/1612017
7/17/2017
2.4
<2.5
<0.2
8
7/18/2017
2.2
3
7/19/2017
2.2
<2.5
<0.2
7/20/2017
<2.0
7/21 /2017
2
7/22/2017
7/23/2017
7/24/2017
2.5
<2.5
<0.1
3
7/25/2017
<2.0
3
7/26/2017
3.3
<2.5
<0.2
7/27/2017
<2.0
7/28/2017
<2.0
7/29/2017
7/30/2017
7/31/2017
<2.0
<2.5
<0.2
3
8/1 /2017
<2.0
1
8/2/2017
2.1
<2.5
<0.2
8/3/2017
<2.0
8/4/2017
<2.0
8/5/2017
8/6/2017
8/7/2017
<2.0
<2.5
<0.2
59

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek VWWTP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100MI
8/8/2017
<2.0
5
8/9/2017
<2.0
<2.5
<0.2
8/10/2017
<2.0
8111 /2017
<2.0
<0.2
8/12/2017
8/13/2017
8/14/2017
3.3
2.5
<0.2
13
8/15/2017
2.1
<1
8/16/2017
2.4
<2.5
0.2
8/17/2017
2.3
8/18/2017
2.7
8/19/2017
2.2
<2.5
<0.2
8/20/2017
8/21 /2017
2.3
<2.5
<0.2
8
8/22/2017
2.3
1
5
8/23/2017
2.7
<2.5
<0.2
8/24/2017
2.5
8/25/2017
2
8/26/2017
8/27/2017
8/28/2017
2.7
<2.5
<0.2
7
8/29/2017
3
8/30/2017
<2.0
<2.5
<0.2
8/31/2017
<2.0
9/1 /2017
<2.0
9/2/2017
<2.0
9/3/2017
9/4/2017
9/5/2017
2
<2.5
<0.2
6
9/6/2017
2
<2.5
<0.2
1
9/7/2017
2.9
9/8/2017
2.1
9/9/2017
9/10/2017
9/11/2017
3
<2.5
<0.2
1
9/12/2017
2.2
6
9/13/2017
2.1
<2.5
<0.2
9/14/2017
<2.0
9/15/2017
<2.0
9/16/2017
9/17/2017
9/18/2017
4.3
<2.5
<0.2
1
9/19/2017
2.9
1
9/20/2017
2.7
<2.5
<0.2
9/21 /2017
2.4

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WWTP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
9/22/2017
<2.0
9/23/2017
9/24/2017
9/25/2017
3.3
<2.5
<0.2
7
9/26/2017
2.8
1
9/27/2017
3.4
<2.5
<0.2
9/28/2017
3.1
9/29/2017
3.2
9/30/2017
10/1 /2017
10/2/2017
2.7
<2.5
<0.1
16
10/3/2017
2
5
10/4/2017
<2.0
<2.5
<0.2
10/5/2017
2.1
10/6/2017
<2.0
10/7/2017
10/8/2017
10/9/2017
<2.0
<2.5
<0.2
7
10110/2017
<2.0
3
10111 /2017
<2.0
<2.5
<0.2
10/12/2017
3.2
10/13/2017
<2.0
10/14/2017
10/15/2017
10/16/2017
2
<2.5
<0.2
5
10/17/2017
3.5
2
10/18/2017
3A
<2.5
<0.2
10/19/2017
2.3
10/20/2017
2.2
10/21 /2017
10/22/2017
10/23/2017
3.2
<2.5
<0.2
3
10/24/2017
4.4
<1
10/25/2017
3.7
<2.5
0.7
10/26/2017
2.5
10/27/2017
<2.0
10128/2017
10/29/2017
10130/2017
<2.0
<2.5
<0.2
<1
10/31 /2017
<2.0
1
11/1/2017
<2.0
<2.5
<0.2
11/2/2017
<2.0
11 /3/2017
2.3
11 /4/2017
11 /5/2017

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WWTP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
11/6/2017
<2.0
<2.5
<0.2
3
11 /7/2017
<2.0
<1
11/8/2017
<2.0
<2.5
<0.2
11 /9/2017
2.1
11/10/2017
11/11/2017
11/12/2017
11/13/2017
2.1
2.5
<0.2
2
11/14/2017
2.8
1
11/15/2017
3
<2.5
<0.2
11 /16/2017
2.2
11 /17/2017
3
11/18/2017
11/19/2017
11/20/2017
3.2
3.1
<0.2
5
11 /21 /2017
<2.0
2
11 /22/2017
<2.0
<2.5
<0.2
11 /23/2017
11 /24/2017
11 /25/2017
11 /26/2017
11/27/2017
2
3.0
<0.2
1
11 /28/2017
<2.0
<1
11/29/2017
<2.0
3.0
<0.2
11 /30/2017
2
12/112017
<2.0
12/2/2017
12/3/2017
12/4/2017
<2.0
2.8
<0.2
26
12/5/2017
2.2
30
12/6/2017
2.4
3.4
<0.2
12/7/2017
2.4
12/8/2017
2.1
12/9/2017
12/10/2017
12/11/2017
2.2
3.3
<0.2
11
12/12/2017
2.3
1
12/13/2017
2
3.0
<0.2
12/14/2017
2.8
12/15/2017
2.3
12/ 16/2017
12/17/2017
12/18/2017
5.7
3.0
<0.2
5
12/19/2017
3.4
7
12/20/2017
3.6
3.1
<0.2

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WWTP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
12/21 /2017
3.6
12/22/2017
12/23/2017
12/24/2017
12/25/2017
12/26/2017
4.3
4.2
<0.2
31
12/27/2017
3.9
4.3
<0.2
31
12/28/2017
2.6
12/29/2017
3.2
12/30/2017
12/31 /2017
1/1/2018
1/2/2018
2.1
4.6
<0.2
3
1/3/2018
2.2
4.2
<0.2
4
1 /4/2018
2.3
1 /5/2018
<2.0
1 /6/2018
1 /7/2018
1/8/2018
<2.0
3.9
<0.2
4
1 /9/2018
4.1
2
1/10/2018
2.7
3.0
<0.2
1 /11 /2018
2
1 /12/2018
<2.0
1 /13/2018
1/1412018
1/15/2018
1/16/2018
2.3
4.5
0.3
2
1/17/2018
3.6
<4.2
1.8
<1
1 /18/2018
2.2
1 /19/2018
2.5
1 /20/2018
1 /21 /2018
1/22/2018
2.2
<3.1
3.3
<1
1 /23/2018
2.8
<1
1/24/2018
2.6
3.9
6.1
1 /25/2018
2.6
1 /26/2018
2.5
1 /27/2018
1 /28/2018
1/29/2018
3.8
5.1
1.4
4
1 /30/2018
3.5
4
1/31/2018
2.5
3.8
0.5
2/1 /2018
<2.0
2/2/2018
<2.0
2/3/2018

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek VW11TP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
2/4/2018
2/5/2018
6.6
5.5
1.2
<1
2/6/2018
2.8
3
2/7/2018
2.1
3.5
0.8
2/8/2018
5.5
2/9/2018
4.5
2/10/2018
2/11 /2018
2/12/2018
2.2
3.5
<0.2
7
2/13/2018
3.1
3
2/14/2018
2.7
3.4
1.0
2/15/2018
<2.0
2/16/2018
<2.0
2/17/2018
2/18/2018
2/19/2018
3.2
<2.5
<0.2
1
2/20/2018
2.7
<1
2/21/2018
2.6
2.8
<0.2
2/22/2018
2.2
2/23/2018
2.9
2/24/2018
2/2512018
2/26/2018
2.2
<2.5
<0.2
6
2/27/2018
2.3
2
2/28/2018
2.2
<2.5
0.3
3/1 /2018
2.5
3/2/2018
3.8
3/3/2018
3/4/2018
3/5/2018
<2.0
3.2
<0.1
<1
3/6/2018
<2.0
2
3/7/2018
2.6
3.2
0.3
3/8/2018
2.7
3/9/2018
3.3
3/10/2018
3/11 /2018
3/12/2018
<2.0
4.7
<0.2
8
3/13/2018
4.8
<1
3/14/2018
3.2
8.6
<0.2
3/15/2018
4.1
3/16/2018
5.3
3/17/2018
3/18/2018
3/19/2018
6.9
8.0
<0.2
2
3/20/2018
5.5
6

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek VWUTP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
3/21/2018
5.3
11.0
0.8
3/22/2018
4.9
3/23/2018
3.7
3/24/2018
3/25/2018
3/26/2018
3.4
8.6
0.4
<1
3/27/2018
4.2
1
3/28/2018
4.1
6.5
3.9
3/29/2018
2.7
3/30/2018
3131 /2018
4/ 1 /2018
4/2/2018
3
5.4
<0.2
1
4/3/2018
4
1
4/4/2018
4.1
7.0
2.0
4/5/2018
4.6
4/6/2018
2.7
4/7/2018
4/8/2018
4/9/2018
2.7
5.4
<0.2
<1
4/10/2018
4.2
<1
4/11/2018
4.4
3.7
<0.2
4/12/2018
2.2
4/13/2018
2.6
4/14/2018
4/15/2018
4/16/2018
2.6
3.6
<0.2
<1
4/17/2018
3.2
<1
4/18/2018
2.4
4.5
<0.1
4/19/2018
2.3
4/20/2018
5.1
4/21 /2018
4/22/2018
4/23/2018
<2.0
3.2
<0.2
<1
4/24/2018
7.1
4
4/25/2018
6.6
9.3
1.3
4/26/2018
7.1
4/27/2018
4.2
4/28/2018
4/29/2018
4/30/2018
<2.0
3.0
<0.2
2
5/1 /2018
3.5
5/2/2018
3.4
3.3
<0.2
<1
5/3/2018
3.4
5/4/2018 1
<2.0

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek VWVTP
NPDES # NCO020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
5/5/2018
5/6/2018
5/7/2018
<2.0
<2.5
<0.2
10
5/8/2018
<2.0
5/9/2018
2.7
<2.5
<0.2
4
5/10/2018
<2.0
5/11 /2018
<2.0
5/12/2018
5/13/2018
5/14/2018
<2.0
<2.5
<0.2
8
5/15/2018
3
5/16/2018
3.9
<2.5
<0.2
11
5/17/2018
2.5
5/18/2018
<2.0
5/19/2018
5/20/2018
5/21/2018
<2.0
<2.5
<0.2
11
5/22/2018
4
5/23/2018
4.3
<2.5
<0.2
9
5/24/2018
4.5
5/25/2018
5.6
5/26/2018
5/27/2018
5/28/2018
5/29/2018
2.3
2.7
34
5/30/2018
4.2
0.6
5/31/2018
4.5
4.2
10
6/1 /2018
4.5
1.6
6/2/2018
6/3/2018
6/4/2018
<2.0
2.8
<0.2
18
6/5/2018
2.7
6/6/2018
2.9
<2.5
<0.1
30
6/7/2018
2.3
6/8/2018
<2.0
6/9/2018
6/10/2018
6/11/2018
<2.0
<2.5
<0.2
3
6/12/2018
2.9
6/13/2018
3.5
<2.5
<0.2
6/14/2018
3.3
7
6/15/2018
<2.0
6/16/2018
6/17/2018
6/18/2018
2
<2.5
<0.2
3

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WVVTP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#1100m1
6/19/2018
<2.0
6/20/2018
<2.0
<2.5
<0.2
5
6/21 /2018
3.3
6/22/2018
<2.0
6/23/2018
6/24/2018
6/25/2018
2.2
<2.5
<0.2
6
6/26/2018
3.4
6/27/2018
3.6
<2.5
<0.2
7
6/28/2018
4.5
6/29/2018
2.5
6/30/2018
7/1 /2018
7/2/2018
<2.0
<2.5
<0.1
7
7/3/2018
<2.0
7/4/2018
7/5/2018
<2.0
<2.5
<0.2
7/6/2018
<2.0
1
7/7/2018
7/8/2018
7/9/2018
<2.0
<2.5
<0.2
2
7/10/2018
2.8
7/11/2018
3.9
<2.5
<0.2
4
7/12/2018
4.2
7/13/2018
2.7
7/14/2018
7/15/2018
7/16/2018
<2.0
<2.5
<0.2
<1
7/17/2018
<2.0
7/18/2018
<2.0
<2.5
<0.2
3
7/1912018
<2.0
7/20/2018
<2.0
7/21 /2018
7/22/2018
7/23/2018
<2.0
<2.5
<0.2
<1
7/24/2018
2.5
7/25/2018
2.1
<2.5
0.8
4
7/26/2018
<2.0
7/27/2018
<2.0
7/28/2018
7/29/2018
7/30/2018
2.1
<2.5
<0.2
6
7/31 /2018
<2.0
8/1/2018
3.8
<2.5
<0.2
2
8/2/2018
3.6

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WWTP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
8/3/2018
2.7
8/4/2018
8/5/2018
8/6/2018
<2.0
<2.5
<0.1
2
8/7/2018
3.2
8/8/2018
3.6
<2.5
<0.2
26
8/9/2018
<2.0
8/10/2018
<2.0
8/ 11 /2018
8/12/2018
8/13/2018
<2.0
<2.5
<0.2
<1
8/14/2018
<2.0
8/15/2018
2.1
<2.5
<0.2
<1
8/16/2018
2
8/17/2018
4.1
8/1812018
8/1912018
8/20/2018
2
<2.5
<0.2
4
8/21 /2018
3.1
8/22/2018
2.8
<2.5
<0.2
<1
8/23/2018
2.2
8/24/2018
2.1
8/25/2018
8/26/2018
8/27/2018
<2.0
<2.5
<0.2
<1
8/28/2018
4.1
8/29/2018
4
<2.5
<0.1
2
8/30/2018
4
8/31 /2018
4.1
9/ 1 /2018
9/2/2018
9/3/2018
9/4/2018
2.8
<2.5
<0.2
9/5/2018
4
<0.2
280
9/6/2018
3.6
<2.5
<0.2
9/7/2018
<2.0
2
9/8/2018
9/9/2018
9/10/2018
3.1
<2.5
<0.2
14
9/11 /2018
<2.0
9/12/2018
<2.0
<2.5
<0.2
16
9/13/2018
2.2
9/14/2018
<2.0
<0.2
9/15/2018
9/16/2018

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek VW11TP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
9/17/2018
3.3
5.0
<0.2
12
9/18/2018
4.6
9/19/2018
4.6
2.9
<0.2
4
9/20/2018
2.5
9/21 /2018
2.1
9/22/2018
9/23/2018
9/24/2018
2.9
<2.5
<0.2
<1
9/25/2018
<2.0
9/26/2018
<2.0
<2.5
<0.2
11
9/27/2018
5.9
9/28/2018
2.3
9/29/2018
9/30/2018
10/1/2018
2
<2.5
<0.2
34
10/2/2018
2.4
10/3/2018
<2.0
<2.5
<0.2
47
10/4/2018
<2.0
10/5/2018
<2.0
10/6/2018
10/7/2018
10/8/2018
2.3
<2.5
<0.2
10
10/9/2018
3.2
10/10/2018
3.1
<2.5
0.4
14
10/ 11 /2018
2.2
10/12/2018
3.8
10/13/2018
10/14/2018
10/15/2018
<2.0
<2.5
<0.2
2
10/16/2018
<2.0
10/17/2018
<2.0
<2.5
0.3
4
10/18/2018
<2.0
10/19/2018
<2.0
10/20/2018
10/21 /2018
10/22/2018
<2.0
<2.5
<0.2
<1
10/23/2018
<2.0
10/24/2018
2.2
<2.5
<0.2
<1
10/25/2018
<2.0
10/26/2018
2.1
10/27/2018
10/28/2018
10/29/2018
3.7
<2.5
<0.2
4
10/30/2018
2.7
10/31/2018
3.5
<2.5
<0.2
4

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek VWUTP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/loom[
11/l/2018
7
11 /2/2018
10
11 /3/2018
11 /4/2018
11/5/2018
5.3
<2.5
<0.2
<1
11 /6/2018
5.9
11/7/2018
5
<2.5
<0.2
<1
11 /8/2018
4.2
11 /9/2018
4.4
11 /10/2018
11/11/2018
11/12/2018
11/13/2018
17
10.8
<0.2
13
11 /14/2018
7.7
11/15/2018
5
6.4
0.6
13
11 / 16/2018
8.4
11 /17/2018
11/18/2018
11/19/2018
4.5
2.8
2.7
<1
11 /20/2018
2.7
11/21/2018
2A
<2.5
0.7
31
11 /22/2018
11 /23/2018
11 /24/2018
11 /25/2018
11/26/2018
4.2
2.6
<0.2
<1
11 /27/2018
3.3
11/28/2018
3.4
2.5
3.8
<1
11 /29/2018
3.2
11 /30/2018
5
12/1 /2018
12/2/2018
12/3/2018
5.6
6.9
2.8
3
12/4/2018
3.2
12/5/2018
5.9
<2.5
5.6
<1
12/6/2018
2.5
12/7/2018
4
12/8/2018
12/9/2018
12/10/2018
3.5
<2.5
2.0
2
12/11 /2018
4.4
12/12/2018
3.6
3.4
<0.2
2
12/13/2018
3.1
12/14/2018
2.8
12/15/2018

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WWTP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
12/16/2018
12/17/2018
3
2.5
<0.2
11
12/18/2018
2.5
12/19/2018
2.6
<2.5
0.6
2
12/20/2018
2.8
12/21 /2018
6.8
12122/2018
12/23/2018
12124/2018
12/25/2018
12/26/2018
2.9
<2.5
1.2
<1
12/27/2018
2.7
12/28/2018
4.9
2.9
4.4
3
12/29/2018
12/30/2018
12/31/2018
2.7
<2.5
0.4
7
1 /112019
1/2/2019
4.5
<2.5
2.1
<1
1 /3/2019
2.3
1 /4/2019
2.6
1 /5/2019
1 /6/2019
1/7/2019
2.4
2.5
0.3
4
1 /8/2019
<2.0
1/9/2019
2.8
<2.5
2.5
<1
1 /10/2019
4.8
1 /11 /2019
5.9
1 /12/2019
1 /13/2019
1/14/2019
3.8
3.6
0.4
<1
1 /15/2019
2.5
1/16/2019
8
<2.5
6.0
<1
1 /17/2019
7.5
1 / 18/2019
5.3
1 /19/2019
1 /20/2019
1 /21 /2019
1/22/2019
4.7
<2.5
<0.2
<1
1 /23/2019
2.7
1/24/2019
5.5
<2.5
1.0
<1
1 /25/2019
5.9
1 /26/2019
1 /27/2019
1/28/2019
2.4
<2.5
<0.2
<1
1 /29/2019
2.2

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WWTP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
1/30/2019
4
<2.5
0.3
4
1 /31 /2019
2.7
2/1/2019
2.1
2/2/2019
2/3/2019
2/4/2019
3
<2.5
<0.2
<1
2/5/2019
3.9
2/6/2019
6.7
<2.5
0.7
<1
2/7/2019
2.5
2/8/2019
7.5
2/9/2019
2/1012019
2/11/2019
3.4
<2.5
<0.2
13
2/12/2019
2.5
2/13/2019
5.4
<2.5
0.51
5
2/14/2019
3.2
2/15/2019
2.6
2/16/2019
2/17/2019
2/18/2019
3
<2.5
<0.2
4
2/19/2019
2.5
2/20/2019
2.5
<2.5
2.4
<1
2/21 /2019
3.3
2/22/2019
6.2
2/23/2019
2/24/2019
2/25/2019
8.6
7.4
1.6
<1
2/26/2019
9
2/27/2019
16.7
<2.5
6.9
<1
2/28/2019
15
3/1 /2019
8.9
3/2/2019
3/3/2019
3/4/2019
6.4
2.6
1.0
<1
3/5/2019
3.1
3/6/2019
2.9
12
3/7/2019
4.1
<2.5
0.3
3/8/2019
7.9
3/9/2019
3/ 10/2019
3/11/2019
3.6
<2.5
<0.2
13
3/12/2019
3.2
3/13/2019
5
<2.5
0.7
3
3/14/2019
12
3/15/2019
18.5

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WWTP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
3/16/2019
3/ 17/2019
3/18/2019
6.9
<2.5
0.7
3
3/19/2019
11
3/20/2019
14.5
<2.5
4.1
8
3/21 /2019
10.8
3/22/2019
6.8
3/23/2019
3/24/2019
3/25/2019
5.5
<2.5
<0.2
68
3/26/2019
3.8
3/27/2019
8.6
<2.5
1.4
23
3/28/2019
5.1
3/29/2019
5.3
3/30/2019
3/31 /2019
4/1/2019
2.4
<2.5
<0.2
16
4/2/2019
4.5
4/3/2019
7.1
<2.5
1.2
6
4/4/2019
12.3
4/5/2019
14.2
4/6/2019
4/7/2019
4/8/2019
3.4
<2.5
<0.2
7
4/9/2019
8.2
4/10/2019
11.3
2.8
1.8
3
4/11 /2019
12.4
0.8
4/12/2019
9
4/13/2019
4/14/2019
5.4
4/15/2019
5.1
2.9
<0.2
<1
4/16/2019
3.8
4/17/2019
4.5
<2.5
<0.2
<1
4/18/2019
2.9
4/19/2019
2.7
4/20/2019
2.6
4/21 /2019
2.5
4/22/2019
2.7
<2.5
<0.2
3
4/23/2019
3.4
<0.2
4/24/2019
3.6
<2.5
<0.2
41
4/25/2019
6.2
0.8
4/26/2019
3.8
<0.2
4/27/2019
2.5
<0.2
4/28/2019
2.8
<0.2
4/29/2019
3.3
<2.5
<0.2
<1

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WWTP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/loom]
4/30/2019
4.3
<0.2
5/1/2019
5.2
<2.5
03.
12
5/2/2019
6.5
<0.2
5/3/2019
2.8
<0.2
5/4/2019
<2.0
<0.2
5/5/2019
<2.0
<0.2
5/6/2019
<2.0
<2.5
<0.1
2
5/7/2019
2.4
<0.2
5/8/2019
2.2
<2.5
<0.2
4
5/9/2019
2.5
<0.2
5/10/2019
2.5
<0.2
5/11 /2019
2.5
<0.2
5/12/2019
4.3
5.0
5/13/2019
4.8
2.5
2.1
3
5/14/2019
6.9
<0.2
5/15/2019
6.2
<2.5
<0.2
<1
5/16/2019
6.6
0.5
5/17/2019
4.9
<0.2
5/18/2019
5.4
<0.2
5/19/2019
6.4
<0.2
5/20/2019
8.7
<2.5
<0.2
<1
5/21/2019
6.1
<0.2
5/22/2019
5.1
<2.5
<0.2
7
5/23/2019
6.8
<0.2
5/24/2019
6.5
<0.2
5/25/2019
5.1
<0.2
5/26/2019
5
<0.2
5/27/2019
5
<0.2
5/28/2019
5.5
<2.5
<0.2
3
5/29/2019
5.3
<0.1
5/30/2019
5.3
<2.5
<0.1
57
5/31 /2019
3.9
<0.2
6/1 /2019
2.8
<0.2
6/2/2019
<2.0
<0.2
6/3/2019
<2.0
<2.5
<0.2
<1
6/4/2019
2.4
<0.2
6/5/2019
2.5
<2.5
<0.2
<1
6/6/2019
2.6
<0.2
6/7/2019
<2.0
<0.2
6/8/2019
<2.0
<0.2
6/9/2019
3.2
<0.2
6/10/2019
3.6
<2.5
<0.2
21
6/11 /2019
<2.0
<0.2
6/12/2019
2.1
<2.5
<0.2
17
6/13/2019
3
<0.2

r
r
r
Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Long Creek WWTP
NPDES # NC0020184
Effluent:
BOD
mg/L
Effluent:
TSS
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100ml
mglL
6/14/2019
2.4
6/15/2019
2.3
<0.2
6/16/2019
2.1
<0.2
6/17/2019
2.3
<2.5
<0.2
21
6/18/2019
2.9
<0.2
6/19/2019
2.4
<2.5
<0.2
23
6/20/2019
2.7
<0.2
6/21 /2019
3.4
<0.2
6/22/2019
2.8
6/23/2019
2.8
6/24/2019
4.8
<2.5
<0.2
6
6/25/2019
4.7
<0.2
6/26/2019
3.8
<2.5
<0.2
4
6/27/2019
4.3
<0.2
6/28/2019
4.2
<0.2
6/29/2019
3.2
<2.5
<0.2
6/30/2019
3.2
<2.5
<0.2
Minimum
<2.0
<2.5
<0.1
<1
Maximum
18.5
11.0
6.9
280
Average
<3.0
<1.3
<0.4
NA
Geo Mean
NA
NAI
NAI
<3
Summer Average
2.70
Winter Average 1
3.39