NC0006033_Application_20190801

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).
OR 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 BODS limits of 5.0 mg/L monthly and
7.5 mg/L weekly. TRU requests that the wintertime BODs 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
no 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 DECI, 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
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
,a 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
Fg, 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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,3 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
VIM 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 0.003.79 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
µg/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,
David Shellenbarger
Assistant Division Manager Compliance
Wastewater Treatment Division
Two Rivers Utilities
cc: Stephanie Scheringer—DivisionManagerWastewaterTreatment,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:
Eagle Road WWTP, NC0006033
Renewal
Catawba River Basin
NPDES Form 2A — Application for NPDES Permit

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FACILITY NAME AND PERMIT NUMBER:
Eagle Road Wastewater Treatment Plant,
NC0006033
FORM
2A QES_,F,UI.RM,2A:PP,
NPDES
APPLICATION OVERVIEW
PERMIT ACTION REQUESTED: RIVER BASIN:
Renewal Catawba River Basin
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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.B. 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)
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:
Eagle Road Wastewater Treatment Plant,
Renewal
Catawba River Basin
NC0006033
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.I. Facility Information.
Facility Name Eagle Road Wastewater Treatment Plant
Mailing Address P.O. Box 1748
Gastonia, NC 28053
Contact Person David Shellenbarger
Title Assistant Division Manager - Compliance
Telephone Number (7041 842-5106
Facility Address 661 Eagle Road
(not P.O. Box) Belmont, NC 28012
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 Scherincier
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 permit should be directed to the facility or the applicant.
❑ facility ® applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works
(include state -issued permits).
NPDES NC0006033 & Stormwater NCG110000 PSD
UIC Other
RCRA Other Land Application W00001793
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
Cramerton 5,016 Separate Sanitary Municipal
Kings Grant 453 Separate Sanitary Private
Belmont (Partial) 1,200 Separate Sanitary Municipal
Total population served 6,669
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Eagle Road VW TP, NC0006033 Renewal 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 year's data must be based on a 12-month time period
with the 121h month of'lhis year" occurring no more than three months prior to this application submittal.
a. Design flow rate 4.0 mgd
Two Years Apo Last Year This Year
b. Annual average daily flow rate 0.664 0.694 0.927
C. Maximum daily flow rate 1.488 1.611 2.607
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.B. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? ® Yes ❑ No
If yes, list how many of each of the following types of discharge points the treatment works uses:
I. Discharges of treated effluent
H. Discharges of untreated or partially treated effluent
iii. 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:
Number of acres:
NIA
1
0
E4
NIA mgd
❑ Yes ® No
Annual average daily volume applied to site: N/A mgd
Is land application ❑ continuous or ❑ intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? ❑ Yes
® No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-5 & 7550-22,
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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Eagle Road WWTP, NC0006033
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).
N/A
If transport is by a party other than the applicant, provide:
Transporter Name N/A
Mailing Address N/A
Contact Person NIA
Title NIA
Telephone Number (N/A)
For each treatment works that receives this discharge, provide the following:
Name WA
Mailing Address NIA
Contact Person N/A
Title N/A
Telephone Number (NIA)
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?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550.6 & 7550-22. Page 4 of 21

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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Eagle Road WWTP, NC0006033 Renewal Catawba River Basin
WASTEWATER DISCHARGES:
If you answered "Yes" to question A.B.a, complete questions A.9 through A.12 once for each outfall (including bypass points) through
which effluent is discharged. Do not include Information on combined sewer overflows in this section. If you answered "No" to question
A.8.a, go to Part B, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Ouffall.
a. Outfall number 001
It. Location Belmont
(City or lawn, if applicable)
(County)
N 350 14' 01"
(Latitude)
C. Distance from shore (if applicable)
d. Depth below surface (if applicable)
e. Average daily flow rate
I. Does this outfall have either an intermittent or a periodic discharge?
If yes, provide the following information:
Number f times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge:
Months in which discharge occurs:
g. Is outfall equipped with a diffuser?
A.10. Description of Receiving Waters
(Zip Cade)
(State)
(Longitude)
60 fl.
16 n.
2 mgd
❑ Yes ® No (go to A.9.g.)
❑ Yes ® No
mgd
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
C. Name of State ManagemenURiver 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
EPA Fonn 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 5 of 21

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Eagle Road WWTP, NC0006033
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:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 95%
Design SS removal 92%
Design P removal 83%
Design N removal 76% %
Other %
C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Chlorination with sodium hypochlorite, dechlorination with sodium bisulfate
If disinfection is by chlorination is dechiorination used for this outfall? ® 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)
4.1
S.U.
pH (Maximum)
7.7
SM.
Flow Rate
2.607
MGD
0.762
MGD
1095
Temperature (Winter)
19
degrees C
11.2
degrees C
445
Temperature (Summer)
28
degrees C
22.7
degrees C
306
For pH please report a minimum
and a maximum daily value _
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
ML/MDL
Conc.
Units
Conc.
Units
Number of
METHODSamples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BODS
19.8
m /L
3.1
m IL
735
SM 5210B
2.0
CBOD5
DEMAND (Report one)
FECAL COLIFORM
691
#1100nnL
33
#/100mL
425
SM 9222D (MF)
1
TOTAL SUSPENDED SOLIDS (TSS) 17.4 m IL 1.8 m IL 423 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 Fonn 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:
Eagle Road WWTP, NC0006033
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 2 0.1 mgd must answer questions B.1 through B.S. All others go to Part C (Certification).
B.1. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
20,000 glad
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 part of its
normal operations and maintenance as well as prioritized projects that are part of TRU's capital improvement program.
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This
map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire
area.)
a. The area surrounding the treatment plant, including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping, if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within % 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.
I. 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.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redundancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
BA. Operation/Maintenance Perfonned by Contractor(s).
Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? ® Yes ❑ No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractors responsibilities (attach additional
pages if necessary).
Name: Please see attached list
Mailing Address:
Telephone Number. ( )
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 ouffall 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:
Eagle Road WWTP, NC0006033
Renewal
Catawba River Basin
C. If the answer to 8.5.b is Wes," briefly describe, including new maximum daily inflow rate (if applicable).
N/A
d. Provide dates imposed by any compliance schedule or any actual dales 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 dales, as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MM/DD/YYYY MM/DD/YYYY
- Begin Construction / / / /
- End Construction / / / /
- Begin Discharge /
- Attain Operational Level / /
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? ❑ Yes ❑ No
Describe briefly: N/A
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not Include Information
on combine sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 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
DISCHARGE
ANALYTICAL
POLLUTANT
METHOD
ML/MDL
Conc.
Units
Conc.
Units
Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
12.7
tri
0.1
mg/L
429
SM 4500 NH3 D
0.1
CHLORINE (TOTAL
49
Pg/L
4
Ng/L
748
SM 4500 CI G
20.0
RESIDUAL, TRC)
DISSOLVED OXYGEN
14.0
mg/L
9.9
mg/L
749
SM 4500-0 G
1.0
TOTAL HL
6.9
rri
0.2
ri
157
SM 4500 NoRa C
1.0
NITROGEN EN (TK(TKN)
NITRATE PLUS NITRITE
32.8
mg/L
23.6
mg/L
156
SM 4500 NO, F
0.5
NITROGEN
OIL and GREASE
0.0
mg/L
0.0
mg/L
3
EPA 1664 B
4.915.115.3
PHOSPHORUS (Total)
1.7
mg/L
0.6
mg/L
162
SM 4500 P E
0.1
TOTAL DISSOLVED SOLIDS
290
mg/L
299
mg/L
3
SM 2540C
10/25
(TDS)
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 7550-6 8 7550-22. Page 8 of 21

0111111111
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Eagle Road WWTP, NC0006033
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)
® Part E (Toxicity Testing: Biomonitodng Data)
❑ Part F (Industrial User Discharges and RCRA/CERCLA Wastes)
❑ Part G (Combined Sewer Systems)
ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERTIFICATION.
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the information, the information is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment
for knowing violations.
Name and official title Stephanie Scherinaer, Division Manager Wastewater Treatment
Signature
Telephone number [phone]
Date signed ` . 1, 6
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
M
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 9 of 21

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FACILITY NAME AND PERMIT NUMBER:
Eagle Road WWTP, NC0006033
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 how greater than or equal to 1.0 mgd or it has (or is required
to have) a pretreatment program, or is otherwise required by the permitting authority to provide the data, then provide effluent testing data for the following
pollutants. Provide the indicated effluent testing information and any other information required by the permitting authority for each outfall through which
effluent is discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected
through analyses conducted using 40 CFR Part 136 methods. In addition, these data must comply with QA/QC requirements of 40 CFR Part 136 and
other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. Indicate in the blank rows provided below
any data you may have on pollutants not specifically listed in this form. At a minimum, effluent testing data must be based on at least three pollutant
scans and must be no more than four and one-half years old.
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY 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
1.4
Ng/L
0.011
Ibs
0.9
Ng/L
0.006
Ibs
3
EPA 200.8
1.0 / 2.0
ARSENIC
2.2
Ng/L
0.018
Ibs
0.7
Ng/L
0.006
Ibs
3
EPA 200.8
1.012.0
BERYLLIUM
0.0
Ng/L
0.000
Ibs
0.0
Ng/L
0.00
Ibs
3
EPA 200.8
1.0
CADMIUM
0.0
Ng/L
0.000
Ibs
0.0
pg/L
0.00
Ibs
3
EPA 200.8
0.110.5
CHROMIUM
2.2
Ng/L
0.018
Ibs
0.7
Ng/L
0.006
Ibs
3
EPA 200.8
1.015.0
COPPER
5.2
Ng/L
0.039
Ibs
4.4
Eig/L
0.032
Ibs
3
EPA 200.8
1.015.0
LEAD
0.0
Ng/L
0.000
Ibs
0.0
)ig/L
0.00
Ibs
3
EPA 200.8
1.0
MERCURY
0.00162
lig/L
0.00001
Ibs
0.00093
)ig/L
0.00001
Ibs
3
EPA 1631E
0.0010
NICKEL
2.4
Ng/L
0.016
Ibs
1.8
Ng/L
0.013
Ibs
3
EPA 200.8
1.015.0
SELENIUM
0.0
Ng/L
0.000
Ibs
0.0
Ng/L
0.000
Ibs
3
EPA 200.8
1.015.0
SILVER
0.0
Ng/L
0.000
Ibs
0.0
Ng/L
0.000
Ibs
3
EPA 200.8
1.0
THALLIUM
0.0
ug/L
0,000
Ibs
0.0
ug/L
0.000
Ibs
3
EPA 200.8
1.0
ZINC
42.0
Ng/L
0.336
Ibs
31.6
Ng/L
0.232
Ibs
3
EPA 200.8
10.0
CYANIDE
0.0
Ng/L
0.000
Ibs
0.0
pg/L
0.000
Ibs
3
SM 4500-CN-
10.0
TOTAL PHENOLIC
COMPOUNDS
11
lig/L
0.073
Ibs
3.7
pg/L
0.023
Ibs
12
EPA 420.4
0.005
HARDNESS (as CaCO3)
50.0
mg/L
559
Ibs
36.1
mg/L
241
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 forms 7550-6 & 7550-22. Page 10 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Eagle Road WWTP, NC0006033
Renewal
Catawba
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MUMDL
POLLUTANT
Number
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Of
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
lips
3
EPA 624
1.0
BROMOFORM
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
1.0
CARBON
TETRACHLORIDE
0.0
It9 /L
0.000
lips
0.0
IL9 /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-
2.2
µ9 /L
0.015
lips
1.4
µ9 /L
0.010
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
lig/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 624
5.0
ETHER
CHLOROFORM
25
µg/L
0.200
Ibs
21.3
µg/L
0.158
Ibs
3
EPA 624
1.0
DICHLOROBROMO-
METHANE
µ9 /L
0.056
Ibs
5.6
µ9 /L
0.040
Ibs
3
EPA 624
1.0
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
11g/L
0.000
Ibs
0.0
µg/L
0,000
Ibs
3
EPA 624
1.0
TRANB-t,&DICHLofto-
0.0
µ9 /L
0.000
Ibs
0.0
1+9 /L
0.000
Ibs
3
EPA 624
1.0
ETHYLENE
1,1-DICHLORO-
0.0
µ9 /L
0.000
Ibs
0.0
µg IL
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-
PROPYLENE
0.0
lug /L
0.000
Ibs
0.0
µg /L
0.000
Ibs
3
EPA 624
1.0
ETHYLBENZENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
lips
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
lips
0.0
µg/L
0.000
lips
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
1,1,2,2-TETRA-
0.0
1+9 /L
0.000
Ibs
0.0
µ9 IL
0.000
lips
3
EPA 624
1.0
CHLOROETHANE
TETRACHLORO-
0.0
It9 /L
0.000
Ibs
0.0
µ9 /L
0.000
lips
3
EPA 624
1.0
ETHYLENE
TOLUENE
0.0
µg/L
0.000
lbs
0.0
µg/L
0.000 1
Ibs
3
EPA 624
1.0
W
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 11 of 21

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FACILITY NAME AND PERMIT NUMBER:
Eagle Road WWfP, NC0006033
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
1,1,1
TRICHLOROETHANE
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 624
1.0
TRIO
TRICHLOROETHANE
0.0
µ9 /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-O-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
µglL
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
it9 /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 information 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
BENZO(A)PYRENE
0.0
µg/L
0.000
IbS
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
EPA Forth 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 12 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Eagle Road WWfP, NC0006033
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
BENZO
FLUORANTHENE
FL ORANT
0.0
µ9 /L
0.000
Ibs
0.0
F+9 /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
IL9 /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
HLOROETHYL)-
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
ETHER
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
P T(HALATELHEXYL)
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.618.0
E HE R
PHENYL ETHER
PHENYL
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 625
1.6
BUTYLBENZYL
PHTHALATE
0.0
µ9 /L
0.000
Ibs
0.0
F+9 /L
0.000
Ibs
3
EPA 625
1.6
NA H THAL
NAPHTHALENE
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 625
1.6
PHENYL ETHER
PHENY ETHERL
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
�Lg/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
DIBENZANTHR CEN
ANTHRACENE
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /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
Ibs
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
3,3-DICHLORO-
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
DIMEfHYL 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
1,YDRAZENYL-
HYDRAZINE
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 8 7550-22, Page 13 of 21

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FACILITY NAME AND PERMIT NUMBER:
Eagle Road WWTP, NC0006033
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
Catawba
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
FLUORANTHENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
FLUORENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
HEXACHLOROSENZENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
HEXADIENE •
BUTADIENE
0.0
1+9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 625
1.6
HENTADIE RocvcLo-
PENTADIENE
0.0
µg /L
0.000
Ibs
0.0
µs /L
0.000
Ibs
3
EPA 625
8.0
HEXACHLOROETHANE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
lbs
3
EPA 625
1.6
INDENO(1,2,3-CD)
PYRE E
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
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
NITROBENZENE
0.0
µg/L
0.000
Ibs
0.0
µg/L
0.000
Ibs
3
EPA 625
1.6
N-NITPROP AMIN N-
PROPYLAMINE
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 625
1.6
N-NIT
METH OSODI-
METHYLAMINE
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 625
1.6
N-NITROSODI-
PHENYLAMINE
0.0
µ9 /L
0.000
Ibs
0.0
µ9 /L
0.000
Ibs
3
EPA 625
1.6
PHENANTHRENE
0.0
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-
TRICHLOROBENZENE
0.0
µg /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 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
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 8 7550-22. Page 14 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Eagle Road WWTP, NC0006033
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 conducted
P 9 Y
using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC
requirements for standard methods for analytes not addressed by 40 CFR Part 136.
• In addition, submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test
conducted during the past four and one-half years revealed toxicity, provide any information on the cause of the toxicity or any results of a
toxicity reduction evaluation, if one was conducted.
• If you have already submitted any of the information requested in Part E, you need not submit it again. Rather, provide the information
requested in question 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 maybe 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 forth to
complete.
E.I. Required Tests.
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years.
® chronic 0 acute
E.2. Individual Test Data. Complete the following chart for each whale 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 E.4 for Summary of Submitted Biomonitoring Test Information
Test Species & test method number
Age at initiation of test
Ouffell number
Dates sample collected
Date test started
Duration
b. Give toxicity lest methods followed.
Manual title
Edition number and year of publication
Page numbers)
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
NO
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:
Eagle Road VVVVfP, NC0006033
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 lest 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
L 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
Salinity
Temperature
Ammonia
Dissolved oxygen
I. Test Results.
Acute:
Percent survival in 100%
effluent
%
LCw
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:
PERMIT ACTION REQUESTED:
RIV ER BASIN:
Eagle Road WWTP, NC0006033
Renewal
Catawba
Chronic:
NOEC
%
%
%
IC25
%
%
%
Control percent survival
%
%
%
Other (describe)
m. Quality Control/Quality Assurance.
Is reference toxicant data available?
Was reference toxicant lest within
acceptable bounds?
What date was reference toxicant test
run (MM/DD/YYYY)?
Other (describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation?
❑ Yes ® No If yes, describe: N/A
i Summary of Submitted Blomonitoring 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 7/2/19 (MM/DD/YYYY)
Summary of results: (see instructions)
AT-1 and/or AT-5 reports have been submitted: 4/6115, 6/23/15 10/13/15 1/11/16, 4/4116 718/16 10/17/16 1/6/17 417/17
7/6/17, 10/18/17, 1/12/18, 4/6/18, 6129/18 10/17/18 119/19 4/23119 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 1218/15
3/8/16, 617/16, 9/13/16, 12/6/16, 3/7/17 6/6/17 9/12/17 12/5/17 3/6/18 6/5/18 9111/18, 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:
Eagle Road WWTP, NC0006033
Renewal
Catawba
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRAICERCLA 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.I. 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. NA
b. Number of CIUs. NA
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: NIA
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 product(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 fors 7550-6 & 7550-22. Page 18 of 21

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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Eagle Road WWTP, NC0006033
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 it 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 CERCLA/RCRA/or other remedial waste originates (or is excepted to origniate in
the next five years).
N/A
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):
N/A
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 PART
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:
Eagle Road WWTP, NC0006033
Renewal
Catawba
SUPPLEMENTAL APPLICATION INFORMATION
PART G. COMBINED SEWER SYSTEMS
If the treatment works has a combined sewer system, complete Part G.
G.1. System Map. Provide a map Indicating the following: (may be included with Basic Application Information)
a. All CSO discharge points.
b. Sensitive use areas potentially affected by CSOs (e.g., beaches, drinking water supplies, shellfish beds, sensitive aquatic ecosystems, and
outstanding natural resource waters).
C. Waters that support threatened and endangered species potentially affected by CSOs.
G.2. System Diagram. Provide a diagram, either in the map provided in GA or on a separate drawing, of the combined sewer collection system that
includes the following information.
a. Location of major sewer trunk lines, both combined and separate sanitary.
b. Locations of points where separate sanitary sewers feed into the combined sewer system.
C. Locations of in -line and off-line storage structures.
d. Locations of flow -regulating devices.
e. Locations of pump stations.
CSO OUTFALLS:
Complete questions G.3 through G.6 once for each CSO discharge point.
G.3. Description of Ouffall.
a. Outfall number N/A
b. Location N/A
(City or town, if applicable) (Zip Code)
N/A
(County) (State)
NIA
(Latitude) (Longitude)
C. Distance from shore (if applicable) N/A ft.
d. Depth below surface (if applicable) NIA 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
G.4. CSO Events.
a. Give the number of CSO events in the last year.
NIA events (❑ actual or ❑ approx.)
b. Give the average duration per CSO event.
N/A hours (❑ actual or ❑ approx.)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-e & 7550-22, Page 20 of 21

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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Eagle Road WWTP, NC0006033 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.5. Description of Receiving Waters.
a. Name of receiving water: N/A
b. Name of watershed/river/stream system: NIA
United State Soil Conservation Service 14-digit watershed code (if known): NIA
C. Name of State Management/River Basin: N/A
United States Geological Survey 8-digit hydrologic cataloging unit code (if known): N/A
3.6. CSO Operations.
Describe any known water quality impacts on the receiving water caused by this CSO (e.g., permanent or intermittent beach closings, permanent or
intermittent shell fish bed closings, fish kills, fish advisories, other recreational loss, or violation of any applicable State water quality standard).
END OF PART G. - - --
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
go
EPA Form 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.
7 NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Eagle Road WWTP, NC0006033
Renewal
Catawba River Basin
Additional Information for NPDES Permit Application
Section B.2. Topographical Map

B.2 Tocoarwhical Mac — Eaale Road WWTP NPDES Permit N
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FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Eagle Road WWTP, NC0006033
Renewal
Catawba River Basin
Additional Information for NPDES Permit Application
Section B.3. Process Flow Diagram or Schematic

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Eagle Road WWTP, NC0006033
Renewal
Catawba River Basin
Additional Information for NPDES Permit Application
Section B.3. Process Flow Diagram or Schematic
Process Flow Description
The Eagle Road WWTP is a 4-mgd facility operated by Two Rivers Utilities which
discharges to the South Fork Catawba River. Influent wastewater enters the plant and
goes through a fine mechanical screen to remove debris and through a Parshall flume
with ultrasonic flow meter. Following this preliminary treatment, the flow enters the
aeration basin where it is aerated in contact with activated sludge. Caustic may be fed to
increase the pH. Aluminum Chlorohydrate is added to the aeration basin effluent and
then solids are allowed to settle in one of two clarifiers. The activated sludge from these
clarifiers may be directed either back to the aeration basin or to the aerobic digester.
Liquid from the clarifiers travels to the chlorine contact basin where a sodium
hypochlorite solution is introduced for disinfection. At the end of this basin, a sodium
bisulfite solution is used to dechlorinate the water. The effluent flow is then aerated via
post aeration blowers and diffusers before being discharged to the South Fork Catawba
River. Two diesel generators provide a backup power source for the facility.
W
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Eagle Road WWTP Flow Diagram
Flow - 4 MGD (Currently 0.76)
ent-4 MGD
i Flow Pattern —10.4 MGD
ent Flow —10.4 MGD
ant Flow-4 MGD
act Basin Flow-4 MGD
n Basin Flow-4 MGD
Flow — 4 MGD
4 MGD
rivw
ter Supernatant Flow

i 1 I i i i I 1 1 1 1 1 1 I I I 1 i
Eagle Road Plant Schematic Page 2 of 4
Road Locations
414
f a
'�Aerator4
_ Cramerton's Buildings (2)
; r t t Aerator6
a 4 i
Shop/Storage Building
Aerator 3 �,� Digester
}• \ MCC Building Aerator 1
Digester
i Aerator2
�.
Clarifier Inf
x Generators (2) Splinter Box
Aernor 1
Clarifier 2+ .
Clarifier 1
Effluent ` Chlorine Contact
Plow ,. - Basin
Dechlorination
Basin

Eagle Road Plant Schematic Page 3 of 4

Eagle Road WWTP Sampling Map
e
` * Digester Supernatant
* AS
,Aeration Influent
#`Clarifier Influ!".
* * WAS
TA
ifier Efflu t Composite
Effluent Composite * * Dechlor`mation Basin Composite
Effluent Grabs *'
W-12
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* Influent Composite
* Influent Grabs

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Eagle Road WWTP, NC0006033
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:
Eagle Road WWTP, NC0006033
Renewal
Catawba River Basin
Additional Information for NPDES Permit Application
Section B.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: 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
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.
Name: Kemp Incorporated
Mailing Address: 2217 Lynmore Drive
Sherrills Ford NC 28673
Telephone Number: [phone]
Responsibilities of Contractor: Corrective maintenance as needed.
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.

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Eagle Road WWTP, NC0006033 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:
Eagle Road WWTP, NC0006033 Renewal Catawba River Basin
Additional Information for NPDES Permit Application
Sludge Management Plan for
Eagle Road Wastewater Treatment Plant
NPDES Permit # NC0006033
The Eagle Road Wastewater Treatment Plant (WWTP) design for sludge handling consists of aerobic
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.
Aerobic Digestion:
The aerobic digestion system consists of one 1,500,000 gallon digester lagoon with two 50 BHP floating
aerators. This aerobic digester treats waste sludge settled from the two WWTP clarifiers. On average,
approximately 120,000 gallons of wasted solids are sent to this digester each month for treatment. To
further thicken the biosolids, supernatant is decanted off the digester and fed back into the wastewater
treatment process.
Biosolids are stored in this 1,500,000 gallon digester until land application is performed. Additionally
Two Rivers Utilities operates a residuals storage facility at its Resource Recovery Farm located between
Dallas and Cherryville. This facility is capable of storing an additional eight million gallons of biosolids
_ when application activities are hindered by inclement weather.
The Eagle Road WWTP currently complies with the 503 pathogen reduction requirement for Class B
_ biosolids by aerobic digestion. Pathogen reduction is demonstrated by fecal coliform testing. Vector
attraction reduction is demonstrated by Option 3 503.33(b)(3) 30-Day Bench Scale Test (Aerobic
Digestion).
Land Application Program:
_ For beneficial reuse of these biosolids, Two Rivers Utilities utilizes land application for disposal of these
solids. Two Rivers Utilities 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 of Residual Solids (503) Permit WQ0001793. 173.65 of the acres are on TRU owned land at
the Resource Recovery Farm and the remainder is private farmland.
M
-

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Eagle Road WWTP, NC0006033
Renewal
Catawba River Basin
Additional Information for NPDES Permit Application
Data for Determination of
Exceptionally Performing Facilities Status

w
Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
Effluent:
TSS
Effluent:
Ammonia-
Nitrogen
Effluent:
Fecal
Coliform
mg/L
mg/L
mg/L
#/100ml
_Weekly Limit _ _
Monthly Limit
15.00
45.00
12.00
400
10.00
30.00
4.00
200
Average (Geo Mean for Fecal)
3.1
1.8
0.1
8
_
Is this <50% Monthly Average Permit Limit?
Yes
Yes
Yes
Yes
Number of sample results > 2x Monthly Average
Limit
0
0
1
Are more than 15 daily sampling results above 200%
of the Monthly Average Limit?
No
No
No
Number of sample results > 2x Weekly Average
Limit
0
No
Are more than 20 daily sampling results above 200%
of the Weekly Average Limit?
Number of Non -Monthly Violations last Year
0
0
0 0
Is the number of non -monthly violations last year
less than 2?
Yes
Yes
Yes
Yes

Evaluation for Exceptionally Performing Facility Status
., Range of Data Evaluated: 7/1/2016 to 6/30/2019
M
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100ml
mg/L
Date
mg/L
mg/L
mg/L
#/100m1
7/1/2016
3
<2.5
<0.2
48
7/2/2016
7/3/2016
7/4/2016
7/5/2016
12
3.4
<0.2
38
7/6/2016
6.1
<2.5
<0.2
110
7/7/2016
7.2
3.4
<0.2
82
7/8/2016
4.4
2.7
<0.2
59
7/9/2016
7/10/2016
7/11/2016
15.3
8.5
<0.2
27
7/12/2016
6.6
3.6
<0.2
91
7/13/2016
8.4
5.3
<0.2
14
7/14/2016
11.9
6.4
<0.2
21
7/15/2016
4.1
<2.5
<0.2
15
7/1612016
7/17/2016
7/18/2016
5.8
<2.5
<0.2
43
7/19/2016
5.9
<2.5
<0.2
80
7/20/2016
7.5
2.9
<0.2
43
7/21 /2016
8.2
3.1
<0.2
35
7/22/2016
4.3
3.5
<0.2
39
7/23/2016
7/24/2016
7/25/2016
9.3
4.0
<0.2
15
7/26/2016
5.3
2.8
<0.2
40
7/27/2016
4.3
4.2
<0.2
159
7/28/2016
4.9
3.5
<0.2
138
7/29/2016
4.9
4.0
<0.2
240
7/30/2016
7/31/2016
8/1/2016
11.4
6.5
<0.1
92
8/2/2016
6.1
4.3
<0.2
57
8/3/2016
6.7
4.6
<0.2
200
8/4/2016
8.5
5.5
<0.2
53
8/5/2016
9.2
4.2
<0.2
154
8/6/2016
8/7/2016
8/8/2016
4.7
<2.5
<0.2
220
8/9/2016
4.4
<2.5
<0.2
26
8/10/2016
4.1
<2.5
<0.2
42
8/11/2016
3.4
<2.5
<0.2
34
8/12/2016
7
<2.5
<0.2
36

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
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
6.4
3.8
<0.2
73
8/16/2016
7.8
<2.5
<0.2
56
8/17/2016
15.3
<2.5
<0.2
100
8/18/2016
14
3.8
<0.2
75
8/19/2016
7.5
3.8
<0.1
43
8/20/2016
8/21 /2016
8/22/2016
6.7
6.4
<0.2
135
8/23/2016
5.4
3.6
<0.1
81
8/24/2016
6.5
3.8
<0.1
50
8/25/2016
7.7
3.9
<0.2
41
8/26/2016
8.8
5.8
<0.2
42
8/27/2016
8/28/2016
8/29/2016
19.8
9.2
<0.2
42
8/30/2016
8.2
6.8
<0.2
54
8/31/2016
8.1
5.7
<0.2
31
9/1/2016
7.2
3.6
<0.2
200
9/2/2016
6.8
4.6
<0.2
90
9/3/2016
9/4/2016
9/5/2016
9/6/2016
2.2
<2.5
<0.2
85
9/7/2016
3.4
<2.5
<0.2
40
9/8/2016
5.2
<2.5
<0.2
38
9/9/2016
4.4
<2.5
<0.2
20
9/10/2016
9/11 /2016
9/12/2016
3.6
<2.5
<0.2
75
9/13/2016
2.8
<2.5
<0.2
250
9/14/2016
2.6
<2.5
<0.2
115
9/15/2016
2.7
<2.5
<0.2
9
9/16/2016
2.2
<2.5
<0.2
7
9/17/2016
9/18/2016
9/19/2016
3.4
<2.5
<0.2
14
9/20/2016
<2.0
<2.5
<0.2
6
9/21/2016
2.7
<2.5
<0.1
6
9/22/2016
2.5
<2.5
<0.1
12
9/23/2016
2.1
<2.5
<0.2
13
9/24/2016
9/25/2016
9/26/201
4.6
2.8
<0.1
66

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
Effluent:
Fecal
Coliform
mg/L
#/100mi
9/27/2016
<2.0
<2.5
<0.2
59
9/28/2016
2.4
<2.5
<0.2
63
9/29/2016
2.4
<2.5
<0.2
32
9/30/2016
2.3
<2.5
<0.2
44
10/1/2016
10/2/2016
10/3/2016
<2.0
<2.5
<0.2
17
10/4/2016
<2.0
<2.5
<0.2
9
10/5/2016
2.3
<2.5
<0.2
8
10/6/2016
2.6
<2.5
<0.2
6
10/7/2016
2.9
<2.5
<0.2
8
10/8/2016
10/9/2016
10/10/2016
3.1
<2.5
<0.2
11
10/11/2016
<2.0
<2.5
<0.2
5
10/12/2016
2.5
<2.5
<0.2
6
10/13/2016
2.2
<2.5
<0.2
9
10/14/2016
2.7
<2.5
<0.2
17
10/15/2016
10/16/2016
10/17/2016
3.1
<2.5
<0.2
<1
10/18/2016
2
<2.5
<0.2
4
10/19/2016
2.1
2.5
<0.2
1
10/20/2016
2.5
<2.5
<0.2
14
10/21 /2016
2.7
<2.5
<0.2
3
10/22/2016
10/23/2016
10/24/2016
4.2
<2.5
<0.2
1
10/25/2016
2.4
<2.5
<0.2
1
10/26/2016
2
<2.5
<0.2
1
10/27/2016
2.7
<2.5
<0.2
1
10/28/2016
4.1
3.5
<0.2
2
10/29/2016
10/30/2016
10/31/2016
7
4.3
<0.2
2
11/1/2016
4.1
<2.5
<0.1
2
11/2/2016
3.6
<2.5
<0.1
<1
11/3/2016
3.5
<2.5
<0.1
1
11/4/2016
4
<2.5
<0.1
1
11/5/2016
11 /6/2016
1IM2016
4.1
<2.5
<0.2
11/8/2016
2.1
<2.5
<0.2E]211/9/2016
<2.0
<2.5
<0.211/10/2016
2.4
<2.5
<0.2

Evaluation for Exceptionally Performing Facility Status
�- Range of Data Evaluated: 7/1/2016 to 6/30/2019
w
Eagle Road VVWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100mi
9/27/2016
<2.0
<2.5
<0.2
59
9/28/2016
2.4
<2.5
<0.2
63
9/29/2016
2.4
<2.5
<0.2
32
9/30/2016
2.3
<2.5
<0.2
44
10/1/2016
10/2/2016
10/3/2016
<2.0
<2.5
<0.2
17
10/4/2016
<2.0
<2.5
<0.2
9
10/5/2016
2.3
<2.5
<0.2
8
10/6/2016
2.6
<2.5
<0.2
6
10/7/2016
2.9
<2.5
<0.2
8
10/8/2016
10/9/2016
10/10/2016
3.1
<2.5
<0.2
11
10/11/2016
<2.0
<2.5
<0.2
5
10/12/2016
2.5
<2.5
<0.2
6
10/13/2016
2.2
<2.5
<0.2
9
10/14/2016
2.7
<2.5
<0.2
17
10/15/2016
10/16/2016
10/17/2016
3.1
<2.5
<0.2
<1
10/18/2016
2
<2.5
<0.2
4
10/19/2016
2.1
2.5
<0.2
1
10/20/2016
2.5
<2.5
<0.2
14
10/21/2016
2.7
<2.5
<0.2
3
10/22/2016
10/23/2016
10/24/2016
4.2
<2.5
<0.2
1
10/25/2016
2.4
<2.5
<0.2
1
10/26/2016
2
<2.5
<0.2
1
10/27/2016
2.7
<2.5
<0.2
1
10/28/2016
4.1
3.5
<0.2
2
10/29/2016
10130/2016
10/31/2016
7
4.3
<0.2
2
1111/2016
4.1
<2.5
<0.1
2
1112/2016
3.6
<2.5
<0.1
<1
11/3/2016
3.5
<2.5
<0.1
1
11/4/2016
4
<2.5
<0.1
1
11/5/2016
11/6/2016
11/7/2016
4.1
<2.5
<0.2
1
11/8/2016
2.1
<2.5
<0.2
2
11/9/2016
<2.0
<2.5
<0.2
<1
11/10/2016
2.4
<2.5
<0.2
<11

w
Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100ml
11/11/2016
2.2
<2.5
<0.2
1
11/12/2016
11 /13/2016
11/14/2016
2.5
<2.5
<0.2
<1
11/15/2016
2.5
<2.5
<0.2
1
11/16/2016
<2.0
<2.5
<0.2
<1
11/17/2016
2.2
<2.5
<0.2
4
11/18/2016
2.3
<2.5
<0.2
1
11/19/2016
11 /20/2016
11/21/2016
3.6
3.0
<0.2
<1
11/22/2016
6.1
<2.5
<0.2
<1
11/23/2016
2.4
<2.5
<0.2
<1
11/24/2016
11 /25/2016
11 /26/2016
11 /27/2016
11/28/2016
3.5
<2.5
<0.2
1
11/29/2016
<2.0
<2.5
0.2
4
11/30/2016
2
<2.5
<0.2
9
12/1/2016
2.2
<2.5
<0.2
13
12/2/2016
<2.0
<2.5
<0.2
3
12/3/2016
12/4/2016
12/5/2016
2.1
<2.5
0.7
<1
12/6/2016
<2.0
<2.5
0.7
2
12/7/2016
<2.0
<2.5
0.8
<1
12/8/2016
<2.0
2.5
0.8
<1
12/9/2016
2.4
<2.5
0.7
<1
12/10/2016
12/11/2016
12/12/2016
4.5
<2.5
2.8
<1
12/13/2016
5.6
3.2
4.0
<1
12/14/2016
6
3.1
5.3
<1
12/15/2016
5
2.6
5.3
<1
12/16/2016
3.8
<2.5
3.9
<1
12/17/2016
12/18/2016
12/19/2016
4.6
5.0
0.3
111
12/20/2016
3.6
7.0
<0.2
56
12/21/2016
44
3.5
<0.2
154
12/22/2016
6
<2.5
<0.2
2
12/23/2016
12/24/2016
12/25/2 16

M
Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
mg/L
W100m1
12/26/2016
12/27/2016
4.2
<2.5
<0.2
93
12/28/2016
3
<2.5
<0.2
13
12/29/2016
2.7
3.3
<0.2
6
12/30/2016
3.1
<2.5
<0.2
2
12/31/2016
1/1/2017
1/2/2017
1/3/2017
4
<2.5
<0.2
81
1/4/2017
<2.0
<2.5
<0.1
9
1/5/2017
2.4
<2.5
<0.2
<1
1/6/2017
<2.0
<2.5
<0.2
3
1/7/2017
1/8/2017
1/912017
3.1
2.5
<0.2
<1
1/10/2017
2.5
<2.5
<0.2
<1
1/11/2017
3.5
<2.5
<0.2
<1
1/12/2017
3.2
<2.5
<0.2
3
1/13/2017
3.7
3.0
<0.2
28
1/14/2017
1/15/2017
1/16/2017
1/17/2017
6.2
<2.5
<0.2
4
1/18/2017
3.7
<2.5
<0.2
<1
1/19/2017
5.4
2.6
<0.2
<1
1/20/2017
3.1
3.3
<0.2
4
1/21/2017
1 /22/2017
1/23/2017
2.5
3.3
<0.2
<1
1/24/2017
2.2
3.1
<0.2
<1
1/25/2017
4
<2.5
<0.2
<1
1/26/2017
2.2
<2.5
<0.2
<1
1/27/2017
<2.0
<2.5
<0.2
9
1 /28/2017
1 /29/2017
1/30/2017
<2.0
<2.5
<0.1
13
1/31/2017
<2.0
<2.5
<0.1
36
2/1/2017
2.7
<2.5
<0.1
113
2/2/2017
2.9
<2.5
<0.1
96
2/3/2017
<2.0
<2.5
<0.2
70
2/4/2017
2/5/2017
2/6/2017
<2.0
<2.5
<0.1
28
2/7/2017
2.2
:2.5
<0.2
59
2/8/2017
2.2
<2.5
0.
59

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
2/9/2017
<2.0
<2.5
2.5
2
2/10/2017
<2.0
3.2
3.8
3
2/ 11 /2017
2/12/2017
2/13/2017
2.8
<2.5
<0.2
14
2/14/2017
<2.0
<2.5
<0.2
2
2/15/2017
<2.0
<2.5
<0.2
21
2/16/2017
3.3
<2.5
<0.2
5
2/17/2017
<2.0
<2.5
<0.2
12
2/18/2017
2/19/2017
2/20/2017
2.6
<2.5
<0.2
<1
2/21/2017
<2.0
<2.5
<0.2
<1
2/22/2017
<2.0
3.1
<0.2
1
2/23/2017
<2.0
<2.5
<0.2
<1
2/24/2017
<2.0
<2.5
<0.2
3
2/25/2017
2/26/2017
2/27/2017
4
2.6
<0.2
6
2/28/2017
2.4
<2.5
<0.2
21
3/1/2017
3.1
<2.5
<0.2
7
3/2/2017
<2.0
3.6
<0.2
4
3/3/2017
<2.0
<2.5
<0.2
3
3/4/2017
3/5/2017
3/6/2017
3.3
3.2
<0.2
2
3/7/2017
2.3
<Z5
<0.1
3
3/8/2017
2.6
<2.5
<0.1
<1
3/9/2017
2
2.7
<0.1
<1
3/10/2017
2
<2.5
<0.2
7
3/11 /2017
3/12/2017
3/13/2017
3.3
<2.5
<0.2
6
3/14/2017
<2.0
3.8
<0.2
2
3/15/2017
<2.0
3.7
<0.2
<1
3/16/2017
2.5
4.8
<0.2
5
3/17/2017
6.8
13.8
<0.2
35
3/18/2017
3/ 19/2017
3/20/2017
6.5
<2.5
<0.2
8
3/21/2017
2.6
<2.5
<0.2
13
3/22/2017
2.5
2.6
<0.2
9
3/23/2017
2.5
<2.8
<0.2
10
3/24/2017
3.1
<2.5
<0.2
122
3/25/2017

r
r
r
Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mglL
Effluent:
Ammonia-
Nitrogen
Effluent:
Fecal
Coliform
mg/L
#/100ml
3/26/2017
3/27/2017
7.9
3.3
<0.2
4
3/28/2017
2.5
2.9
<0.2
39
3/29/2017
3
<2.5
<0.2
21
3/30/2017
5
<2.5
<0.2
37
3/31/2017
2.5
<2.5
<0.2
11
4/1/2017
4/2/2017
4/3/2017
10.8
3.81
<0.2
24
4/4/2017
2.2
11
4/5/2017
3.1
2.8
<0.2
4/6/2017
<2.0
4/7/2017
2
4/812017
4/9/2017
4/10/2017
7.8
2.8
<0.2
16
4/11/2017
<2.0
11
4/1212017
<2.0
<2.5
<0.2
4/13/2017
<2.0
4/1412017
4/15/2017
4/16/2017
4/17/2017
3.9
<2.5
<0.2
2
4/18/2017
3.6
<1
4/19/2017
2.4
<2.5
<0.2
4/20/2017
<2.0
3
4/21 /2017
4.3
4/22/2017
4/23/2017
4/24/2017
3
<2.5
<0.2
9
4/25/2017
<2.0
5
4/26/2017
<2.0
<2.5
<0.2
4/27/2017
3.2
4/28/2017
5.7
4/2912017
4/30/2017
5/1/2017
7.4
<2.5
<0.1
<1
5/2/2017
2.5
5
5/3/2017
3.6
<2.5
<0.2
5/4/2017
2
5/5/2017
<2.0
5/6/2017
5/7/2017
5/8/2017
2
<2.5
<0.2
2
.5/9/2017
2.71
1 9

r
r
r
r
r
r
r
r
r
Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
Effluent:
Ammonia-
Nitrogen
Effluent:
Fecal
Coliform
mg/L
mg/L
#/100m1
5/10/2017
2.3
<2.5
<0.2
5/11/2017
2.1
5/12/2017
3.3
5/13/2017
5/14/2017
5/15/2017
4.3
<2.5
<0.2
48
5/16/2017
2.3
35
5/17/2017
2.7
<2.5
<0.2
5/18/2017
2.9
5/19/2017
3.5
5/20/2017
5/21/2017
5/22/2017
2.6
3.6
<0.2
6
5/23/2017
2.3
21
5/24/2017
2.1
<2.5
<0.2
5/25/2017
2.5
5/26/2017
3.3
5/27/2017
5/28/2017
5/29/2017
5/30/2017
129
5-5
<0.2
23
5/31/2017
3.4
2.5
<0.2
43
6/1 /2017
4.4
6/2/2017
5
6/3/2017
6/4/2017
6/5/2017
8.5
280
6/6/2017
3.4
3.5
<0.2
280
6/7/2017
4.3
3.3
<0.2
6/8/2017
3.8
6/9/2017
3.4
6/10/2017
6/11/2017
6/12/2017
14.3
11.7
<0.2
320
6/13/2017
4.2
91
6/14/2017
4
3.8
<0.2
6/15/2017
5.9
6/16/2017
4.5
6/17/2017
6/18/2017
6/19/2017
8.9
8.2
<0.2
580
6/20/2017
3.7
500
6/21/2017
2.4
<2.5
<0.2
590
6/22/2017
3.1
6/23/2017
1 2
132

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
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
6.2
3.9
<0.2
37
6/27/2017
5.3
33
6/28/2017
4.2
2.9
<0.2
6/29/2017
4.2
6/30/2017
4.2
7/1 /2017
7/2/2017
7/3/2017
7/4/2017
7/5/2017
7/6/2017
10.1
6.20
0.10
56
7/7/2017
5
<0.1
71
7/8/2017
4.8
2.80
7/9/2017
7/10/2017
7/11/2017
2.9
3.10
<0.2
7
7/12/2017
4
15
7/13/2017
5.9
<2.5
<0.2
7/14/2017
5.3
7/15/2017
2.2
7/16/2017
7/17/2017
7/18/2017
2.3
<2.5
<0.2
6
7/19/2017
2.8
24
7/20/2017
4.1
3.00
<0.2
7/21 /2017
4.7
7/22/2017
2.5
7/23/2017
7/24/2017
7/25/2017
3.7
<2.5
<0.1
11
7/26/2017
3
7/27/2017
5.1
2.50
<0.2
54
7/28/2017
3.2
7/29/2017
3.5
7/30/2017
7/31 /2017
8/1/2017
5.3
3.70
<0.2
<1
8/2/2017
2.7
2
8/3/2017
4.7
2.70
<0.2
8/4/2017
8/5/2017
6.4
8/6/2017
8/7/2017

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
mg/L
8/8/2017
6.9
4.70
<0.2
26
8/9/2017
<2.0
23
8/10/2017
2.7
<2.5
<0.2
8/11/2017
3
8/12/2017
2.8
8/13/2017
8/14/2017
8/15/2017
8.1
4.90
<0.2
42
8/16/2017
3
39
8/17/2017
3.4
<2.5
<0.2
8/18/2017
4
8/19/2017
4
8/20/2017
8/21 /2017
8/22/2017
9.6
10.20
<0.2
12
8/23/2017
4.3
16
8/24/2017
5.3
3.40
<0.2
8/25/2017
5.5
8/26/2017
3.6
8/27/2017
8/28/2017
8/29/2017
6.5
5.90
<0.2
18
8/30/2017
4
'16
8/31/2017
2.9
2.70
<0.2
9/1/2017
9/2/2017
<2.0
9/3/2017
9/4/2017
9/5/2017
9/6/2017
2.2
<2.5
<0.2
2
9/7/2017
<2.0
<2.5
<0.2
3
9/8/2017
<2.0
9/9/2017
<2.0
9/10/2017
9/11 /2017
9/12/2017
<2.0
<2.5
<0.2
1
9/13/2017
<2.0
<1
9/14/2017
<2.0
<2.5
<0.2
9/15/2017
<2.0
9/1612017
<2.0
9/17/2017
9/18/2017
9/19/2017
4
3.40
<0.2
16
9/20/2017
3.1
21
9/21/2017
3.5
<2.5
<0.2

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
9/22/2017
3.1
9/23/2017
2.6
9/24/2017
9/25/2017
9/26/2017
4.3
2.80
<0.2
1
9/27/2017
2.9
2
9/28/2017
3.4
<2.5
<0.2
9/29/2017
3.3
9/30/2017
3.6
10/1/2017
10/2/2017
10/3/2017
4.9
3.60
<0.1
• 1
10/4/2017
2.2
2
10/5/2017
2.3
<2.5
<0.2
10/6/2017
2.8
10/7/2017
<2.0
10/8/2017
10/9/2017
10/10/2017
2
<2.5
<0.2
1
10/ 11 /2017
2.1
<1
10/12/2017
3.3
<2.5
<0.2
10/13/2017
3.2
10/14/2017
<2.0
10/15/2017
10/16/2017
10/17/2017
2.5
3.40
<0.2
52
10/18/2017
2.2
<1
10/19/2017
2.1
<2.5
<0.2
10/20/2017
<2.0
10/21/2017
<2.0
10/2212017
10/23/2017
10/24/2017
2.3
4.60
<0.2
1
10/2512017
<2.0
5
10/26/2017
<2.0
3.40
<0.2
10/27/2017
3.4
10/28/2017
<2.0
10/29/2017
10/30/2017
10/31/2017
<1
11/1/2017
<2.0
<2.5
<0.1
2
11/2/2017
<2.0
<2.5
<0.2
11 /3/2017
<2.0
11 /4/2017
<2.0
11 /5/2017

M
M
M
w
Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: QOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
11/6/2017
11/7/2017
6.9
3.30
<0.2
<1
11/8/2017
<2.0
<1
11/9/2017
<2.0
<2.5
<0.2
11/10/2017
<2.0
11/11/2017
11/12/2017
11/13/2017
11/14/2017
<2.0
<2.5
<0.2
<1
11/15/2017
<2.0
<1
11/16/2017
<2.0
<2.5
<0.2
11 /17/2017
<2.0
11 /18/2017
<2.0
11 /19/2017
11 /20/2017
11/21/2017
3.7
<2.5
<0.2
<1
11 /22/2017
<2.0
11/23/2017
<2.0
<2.5
<0.2
11 /24/2017
11/25/2017
11 /26/2017
11 /27/2017
11 /28/2017
3.5
6.30
<0.2
11 /29/2017
<2.0
1
11/30/2017
<2.0
5.00
<0.2
12/1/2017
<2.0
12/2/2017
<2.0
12/3/2017
12/4/2017
12/5/2017
<2.0
5.70
<0.2
4
12/6/2017
<2.0
<1
12/7/2017
<2.0
<2.5
<0.2
12/8/2017
<2.0
12/9/2017
<2.0
12/10/2017
12/11/2017
12/12/2017
<2.0
<2.5
<0.2
1
12/13/2017
<2.0
<1
12/14/2017
<2.0
<2.5
<0.2
12/1512017
<2.0
12/16/2017
<2.0
12/17/2017
12/18/2017
12/19/2017
49
<2.5
0.20
<1
2/20/2017
2.3
<1

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
12/21/2017
2.8
<2.5
<0.2
12/22/2017
3.7
12/23/2017
12/24/2017
12/25/2017
12/26/2017
12/27/2017
2.7
<2.5
<0.2
<1
12/28/2017
<2.0
<2.5
<0.2
<1
12/29/2017
12/3012017
12/31 /2017
1/1/2018
1 /212018
1 /3/2018
<1
1/4/2018
2.3
<2.5
2.00
1
1/5/2018
2.5
<2.5
3.20
1 /6/2018
3.2
1 /7/2018
1 /8/2018
1/9/2018
7
3.80
12.70
3
1 / 10/2018
6.7
<1
1/11/2018
5.4
4.20
1 /12/2018
3.6
1 /13/2018
2.2
7.20
1 /14/2018
2.70
1 /15/2018
1 /16/2018
1/17/2018
2.8
2.60
<0.2
<1
1/18/2018
<2.0
<2.5
<0.2
<1
1 /19/2018
2.7
1 /20/2018
3.4
1 /21 /2018
1 /22/2018
1/23/2018
4.3
4.10
<0.2
<1
1 /24/2018
<2.0
<1
1/25/2018
<2.0
2.80
<0.2
1 /26/2018
<2.0
1 /27/2018
2.2
1 /28/2018
1 /29/2018
1/30/2018
2.3
17.40
<0.1
<1
1/31/2018
<2.0
<1
2/1/2018
2.2
3.50
<0.2
2/2/2018
2.2
2/3/2018
<2.0

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
2/4/2018
2/5/2018
2/6/2018
<2.0
4.70
<0.2
<1
2/7/2018
<2.0
<1
2/8/2018
<2.0
4.70
<0.2
2/9/2018
<2.0
2/10/2018
<2.0
2/11/2018
2/ 12/2018
2/13/2018
<2.0
2.70
<0.2
<1
2/14/2018
2.3
<1
2/15/2018
3.4
<2.5
<0.2
2/16/2018
2
2/17/2018
2
2/18/2018
2/19/2018
2/20/2018
6.7
<2.5
<0.2
1
2/21 /2018
<2.0
3
2/22/2018
2.9
<2.5
<0.2
2/23/2018
3
2/24/2018
2.9
2/25/2018
2/26/2018
2/27/2018
<2.0
<2.5
<0.2
10
2/28/2018
2
13
3/1/2018
2.1
<2.5
<0.2
3/2/2018
2.3
3/3/2018
<2.0
3/4/2018
3/5/2018
3/6/2018
7.2
<2.5
<0.1
34
3/7/2018
2.9
1
3/8/2018
2.4
3.10
<0.2
3/9/2018
3.5
3/10/2018
3.7
3/11 /2018
3/12/2018
3/13/2018
2.9
3,601
<0.2
<1
3/14/2018
2.4
1
3/15/2018
3.2
<2.5
<0.2
3/16/2018
2.8
3/17/2018
2.8
3/18/2018
3/19/2018
3/20/2018
2.4
<2.5
<0.2
1

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
3/21 /2018
<2.0
<1
3/22/2018
<2.0
3.20
<0.2
3/23/2018
2.2
3/24/2018
2.5
3/25/2018
3/26/2018
3/27/2018
3
<2.5
<0.2
1
3/28/2018
2.1
1
3/29/2018
2.9
<2.5
<0.2
3/30/2018
5.7
3/31 /2018
4/ 1 /2018
4/2/2018
4/3/2018
10.1
<2.5
<0.2
6
4/4/2018
4.9
2
4/5/2018
6.3
<2.5
<0.2
4/6/2018
7.9
4/7/2018
5
4/8/2018
4/9/2018
4/10/2018
8
<2.5
<0.2
<1
4/11 /2018
4.3
3
4/12/2018
4.1
2.50
<0.2
4/13/2018
2.8
4/14/2018
2.8
4/ 15/2018
4/16/2018
4/17/2018
<2.0
2.60
<0.2
5
4/18/2018
<2.0
1
4/1912018
<2.0
<2.5
<0.1
4/20/2018
<2.0
4/21 /2018
2.8
4/22/2018
4/23/2018
4/24/2018
2.5
<2.5
<0.2
3
4/25/2018
3.5
15
4/26/2018
3
3.40
<0.2
4/27/2018
6.1
4/28/2018
5.8
4/29/2018
4/30/2018
5/1/2018
9.4
2.90
<0.2
2
5/2/2018
4.4
5/3/2018
4.11
3.00
<0.2
13
5/4/2018
5

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
5/5/2018
3.3
5/6/2018
5/7/2018
5/8/2018
5.2
<2.5
<0.2
9
5/9/2018
2.2
5/10/2018
3A
<2.5
<0.2
8
5/11 /2018
4.6
5/12/2018
5.1
5/13/2018
5/1412018
5/15/2018
8.8
4.70
<0.2
69
5/16/2018
4.4
5/17/2018
4.2
<2.5
<0.2
320
5/18/2018
3.4
5/19/2018
5.6
5/20/2018
5/21 /2018
5/22/2018
4.8
6.10
<0.2
59
5/23/2018
4.3
<2.5
5/24/2018
4.9
3.10
<0.2
57
5/25/2018
6.4
5/26/2018
5/27/2018
5/2812018
5/29/2018
5/30/2018
12.8
5.10
48
5/31 /2018
3
<0.2
6/1/2018
3.6
2.50
32
6/2/2018
2.9
<0.2
6/3/2018
6/4/2018
6/5/2018
2.2
<2.5
<0.2
11
6/6/2018
3.9
6/7/2018
60
6/8/2018
4.6
<2.5
<0.1
6/9/2018
3.7
6/10/2018
6/ 11 /2018
6/12/2018
4.1
<2.5
<0.2
39
6/13/2018
3.8
6/14/2018
3.5
<2.5
<0.2
9
6/15/2018
3.9
6/16/2018
5.3
6/17/2018
6/18/2018

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
6/19/2018
5.5
3.30
<0.2
10
6/20/2018
4.3
6/21/2018
2.1
<2.5
<0.2
9
6/22/2018
4
6/23/2018
2.7
6/24/2018
6/25/2018
6/26/2018
3.1
<2 5
<0.2
21
6/27/2018
3.7
6/28/2018
3.6
<2.5
<0.2
40
6/29/2018
4.1
6/30/2018
2.7
7/ 1 /2018
7/2/2018
7/3/2018
2.7
<2.5
<0.1
47
7/4/2018
3
7/5/2018
7/6/2018
3.9
<2.5
<0.2
30
7/7/2018
2.8
7/8/2018
7/9/2018
7/10/2018
2.8
<2.5
<0.2
6
7/11 /2018
3.2
7/12/2018
3.3
<2.5
<0.2
6
7/13/2018
3.7
7/14/2018
3.3
7/15/2018
7/16/2018
7/17/2018
3.3
3.00
<0.2
14
7/18/2018
<2.0
7/ 19/2018
<2.0
<2.5
<0.2
40
7/20/2018
2.9
7/21 /2018
2.3
7/22/2018
7/23/2018
7/24/2018
5.9
2.50
<0.2
14
7/25/2018
3.1
7/26/2018
2.4
<2.5
<0.2
30
7/27/2018
<2.0
7/28/2018
2.8
7/29/2018
7/30/2018
7/31 /2018
5
<2.5
<0.2
691
8/1 /2018
4.1
8/2/2018
4.2
<2.5
<0.2
35

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
8/3/2018
3.3
8/4/2018
2.4
8/5/2018
8/6/2018
8/7/2018
6
<2.5
<0.1
45
8/8/2018
4.8
8/9/2018
5.9
<2.5
<0.2
104
8/10/2018
4.2
8/11 /2018
4.4
8/12/2018
8/13/2018
8/14/2018
7.6
5.20
<0.2
54
8/15/2018
4.6
8/16/2018
5.7
4.30
<0.2
46
8/17/2018
5.5
8/18/2018
6.1
8/ 19/2018
8/20/2018
8/21/2018
7.1
5.60
<0.2
22
8/22/2018
5.2
8/23/2018
4.4
2.60
<0.2
55
8/24/2018
6.3
8/25/2018
5.9
8/26/2018
8/27/2018
8/28/2018
10.5
6.30
<0.2
28
8/29/2018
8.1
8/30/2018
6.9
3.20
<0.1
20
8/31 /2018
9
9/1/2018
7.8
9/2/2018
9/3/2018
9/4/2018
9/5/2018
13
9.40
<0.2
20
9/6/2018
4.1
<0.2
9/7/2018
2.6
<2.5
<0.2
3
9/8/2018
3.5
9/9/2018
9/10/2018
9/11/2018
6.7
<2.5
<0.2
17
9/12/2018
3.4
9/13/2018
2.2
<2.5
<0.2
28
9/14/2018
2.5
9/15/2018
2
<0.2
9/16/2018

M
r
M
Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
Effluent:
Ammonia-
Nitrogen
Effluent:
Fecal
Coliform
mg/L
mg/L
#/100m1
9/17/2018
9/18/2018
9/19/2018
33
9/20/2018
2.7
3.30
<0.2
9/21 /2018
2.7
<0.2
15
9/22/2018
4.4
2.90
<0.2
9/23/2018
9/24/2018
9/25/2018
10.7
6.00
<0.2
280
9/26/2018
2.3
9/27/2018
2.3
3.20
<0.2
94
9/28/2018
3.5
9/29/2018
<2.0
<0.2
9/30/2018
10/1/2018
10/2/2018
<2.0
<2.5
<0.2
58
10/3/2018
<2.0
10/4/2018
2.1
<2.5
<0.2
103
10/5/2018
<2.0
10/6/2018
<2.0
10/7/2018
10/8/2018
10/9/2018
2.6
2.60
<0.2
22
10/10/2018
3.2
10/11/2018
2.1
<2.5
<0.2
300
10/12/2018
2.3
10/13/2018
2.2
10/14/2018
10/15/2018
10/16/2018
5.2
3.60
<0.2
13
10/17/2018
2.2
10/18/2018
3.2
4.10
<0.2
30
10/19/2018
4.2
10/20/2018
<2.0
10/21/2018
10/22/2018
10/23/2018
<2.0
<2.5
<0.2
8
10/24/2018
<2.0
10/25/2018
<2.0
2.80
<0.2
2
10/26/2018
<2.0
10/27/2018
<2.0
10/28/2018
10/29/2018
10/30/2018
2.3
3.10
<0.2
<1
10/31 /2018
<2.0

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
11/1/2018
<2.0
<2.5
<0.2
<1
11 /2/2018
11 /3/2018
5.1
11 /4/2018
11 /5/2018
11/6/2018
2.9
3.40
<0.2
<1
11 /7/2018
3.1
11/8/2018
2.4
3.40
<0.2
<1
11 /9/2018
2
11 /10/2018
<2.0
11/11/2018
11/12/2018
11/13/2018
11/14/2018
2.6
10.80
<0.2
3
11 /15/2018
<2.0
11/16/2018
<2.0
4.10
<0.2
<1
11 /17/2018
<M
11/18/2018
11 /19/2018
11/20/2018
3.3
3.90
<0.2
<1
11 /21 /2018
<2.0
11/22/2018
3.5
4.40
<0.2
25
11 /23/2018
11 /24/2018
11 /25/2018
11 /26/2018
11/27/2018
2.1
3.70
<0.2
<1
11 /28/2018
<2.0
11/29/2018
<2.0
2.90
<0.2
<1
11 /30/2018
2.5
12/ 1 /2018
4.7
12/2/2018
12/3/2018
12/4/2018
2.1
3.70
<0.2
<1
12/5/2018
2
12/6/2018
<2.0
<2.5
<0.2
<1
12/7/2018
<2.0
12/8/2018
3.4
12/9/2018
12/ 10/2018
12/11/2018
3.8
4.50
<0.2
3
12/12/2018
<2.0
12/13/2018
<2.0
4.20
<0.2
2
12/14/2018
2.2
12/15/2018
2

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
12/16/2018
12/17/2018
12/18/2018
2.7
3.80
<0.2
<1
12/19/2018
<2.0
12/20/2018
2.2
3.60
<0.2
<1
12/21 /2018
2.3
12/22/2018
2
12/23/2018
12/24/2018
12/25/2018
12/26/2018
12/27/2018
16.8
8.00
<0.2
<1
12/28/2018
3.9
12/29/2018
3.2
3.50
<0.2
<1
12/30/2018
12/31 /2018
1/1/2019
4.4
3.00
<0.2
<1
1 /2/2019
1/3/2019
4.5
3.40
<0.2
<1
1 /4/2019
<2.0
1 /5/2019
1 /6/2019
1 /7/2019
1/8/2019
<2.0
4.70
<0.2
<1
1 /9/2019
<2.0
1/10/2019
2.2
6.30
<0.2
<1
1/11/2019
2.4
1 /12/2019
<2.0
1 / 13/2019
1 /14/2019
1/15/2019
3.2
6.80
<0.2
<1
1 /16/2019
<2.0
1/17/2019
2
4.20
<0.2
3
1 /18/2019
2
1 /19/2019
<2.0
1 /20/2019
1 /21 /2019
1 /22/2019
1/23/2019
4.2
7.40
<0.2
43
1 /24/2019
2.2
1/25/2019
3
8.20
<0.2
16
1 /26/2019
2.8
1 /27/2019
1 /28/2019
1/29/2019
5.6
3.90
<0.2
<1

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
1 /30/2019
<2.0
1/31/2019
2.1
2.60
<0.2
<1
2/1/2019
2.7
2/2/2019
2.1
2/3/2019
2/4/2019
2/5/2019
6.8
3.50
<0.2
4
2/6/2019
2.1
2/7/2019
<2.0
3.10
<0.2
4
2/8/2019
2.5
2/9/2019
3.4
2/10/2019
2/11 /2019
2/12/2019
7.3
<2.5
<0.2
<1
2/13/2019
<2.0
2/14/2019
<2.0
2.50
<0.2
2
2/15/2019
2.3
2/16/2019
2.1
2/1712019
2/ 18/2019
2/19/2019
2.7
<2.5
<0.2
<1
2/20/2019
2
2/2112019
<2.0
3.10
<0.2
57
2/22/2019
<2.0
2/23/2019
2.1
2/2412019
2/25/2019
2/26/2019
2.1
<2.5
<0.2
3
2/27/2019
5.9
2/2812019
<2.0
<2.5
<0.2
<1
3/1 /2019
<2.0
3/2/2019
<2.0
3/3/2019
3/4/2019
3/5/2019
2.2
3.30
<0.2
3
3/6/2019
<2.0
3/7/2019
<2.0
2
3/8/2019
<2.0
2.50
<0.1
3/9/2019
3.2
3/ 10/2019
3/ 11 /2019
3/12/2019
<2.0
<2.5
<0.2
<1
3/13/2019
<2.0
3/14/2019
<2.0
<2.5
<0.2
<1
3/15/2019
<2.0

Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
mg/L
Effluent:
TSS
mg/L
Effluent:
Ammonia-
Nitrogen
mg/L
Effluent:
Fecal
Coliform
#/100m1
3/1612019
<2.0
3/ 17/2019
3/ 18/2019
3/19/2019
5
<2.5
<0.2
<1
3/20/2019
<2.0
3/21/2019
<2.0
<2.5
<0.2
<1
3/22/2019
<2.0
3/23/2019
<2.0
3/24/2019
3/25/2019
3/26/2019
10
<2.5
<0.2
<1
3/27/2019
<2.0
3/28/2019
<2.0
<2.5
<0.2
2
3/29/2019
2.1
3/30/2019
<2.0
3131 /2019
4/ 1 /2019
4/2/2019
6.3
<2.5
<0.2
3
4/3/2019
2.9
4/4/2019
<2.0
<2.5
<0.2
2
4/5/2019
<2.0
4/6/2019
2.6
4/7/2019
4/8/2019
4/9/2019
3.8
<2.5
<0.2
2
4/10/2019
2.5
4/11/2019
3.3
4.70
<0.2
7
4/12/2019
3.5
4/13/2019
2.3
4/14/2019
4/15/2019
4/16/2019
3.7
3.00
<0.2
2
4/17/2019
2
4/18/2019
<2.0
<2.5
<0.2
2
4/19/2019
<2.0
4/20/2019
4/21 /2019
4/22/2019
4/23/2019
<2.0
2.50
<0.1
4
4/24/2019
2.4
4/25/2019
2.6
4.10
<0.1
<1
4/26/2019
2.7
4/27/2019
2
4/28/2019
4/29/2019

-
-
w
Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
Effluent:
TSS
Effluent:
Ammonia-
Nitrogen
Effluent:
Fecal
Coliform
mg/L
mg/L
mglL
#/100m1
4/30/2019
3.1
<2.5
<0.1
3
5/1/2019
3.9
5/2/2019
3.2
<2.5
<0.2
4
5/3/2019
3.3
5/4/2019
3.4
5/5/2019
5/6/2019
5/7/2019
4.6
2.70
<0.2
24
5/8/2019
4.9
5/9/2019
3.6
<2.5
<0.2
9
5/10/2019
4.8
5/11 /2019
5.3
5/12/2019
5/13/2019
5/14/2019
6
3.10
<0.2
6
5/15/2019
3.5
5/16/2019
2.1
2.50
<0.2
8
5/17/2019
<2.0
5/18/2019
<2.0
5/19/2019
5/20/2019
5/21/2019
3.4
<2.5
<0.2
52
5/22/2019
2.9
5/23/2019
3.4
2.70
<0.2
14
5/24/2019
<2.0
5/25/2019
2
<0.2
5/26/2019
5/27/2019
5/28/2019
5/29/2019
4.3
<2.5
<0.2
36
5/30/2019
3.4
<0.1
5/31/2019
3.2
3.10
<0.1
23
6/1/2019
3
6/2/2019
6/3/2019
6/4/2019
3.5
3.40
<0.2
37
6/5/2019
3
6/6/2019
3.6
<2.5
<0.2
21
6/7/2019
3.8
6/8/2019
3.5
6/9/2019
6/10/2019
6/11/2019
42
3.00
<0.2
540
6/12/2019
6/13/2019
2
<2.5
<0.2
28

-
-
-
Evaluation for Exceptionally Performing Facility Status
Range of Data Evaluated: 7/1/2016 to 6/30/2019
Eagle Road WWTP
NPDES # NC0006033
Effluent: BOD
Effluent:
TSS
Effluent:
Ammonia-
Nitrogen
Effluent:
Fecal
Coliform
mg/L
mg/L
mg/L
#1100ml
6/14/2019
<2.0
6/15/2019
<2.0
6/16/2019
6/17/2019
6/18/2019
3.8
<2.5
<0.2
26
6/19/2019
2.1
6/20/2019
<2.0
<2.5
<0.2
17
6/21 /2019
<2.0
6/22/2019
2.1
6/23/2019
6/24/2019
6/25/2019
3
<2.5
<0.2
58
6/26/2019
3.6
6/27/2019
3
<2.5
<0.2
75
6/28/2019
3.7
6/29/2019
4
6/30/2019
Minimum
<2.0
<2.5
<0.1
<1
Maximum
19.8
17.4
12.7
691
Average
<3.1
<1.8
<0.1
<33
Geo Mean
<2.7
<1.8
<1.0
<8

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Eagle Road WWTP, NC0006033
Renewal
Catawba River Basin
Additional Information for NPDES Permit Application
Contract between City of Gastonia and Lowell Investments I
for Purchase of Nutrient Allocation

_
TWO VE RS
Copy
U T I L I T I E S
We are TRU toourcustomers!
May 8, 2018
r
Mr. Mike Templeton
Wastewater Permitting Section
— Department of Environmental Quality/DWR
1617 Mail Service Center
Raleigh, NC 27699-1617
-
RE: Request for Revision to NPDES Permit NC0006033 to Add Supplemental Nutrient Allocation
Dear Mr. Templeton:
As has previously been discussed, the City of Gastonia requests that NPDES Permit NC0006033 (Eagle Road
Wastewater Treatment Plant) be modified to include supplemental nutrient allocation that the City of Gastonia
is purchasing from Lowell Investments I; LLC (NPDES Permit NC0005274).
The City of Gastonia and-Lowetl Investments I, LLC have entered into an agreement on December 27, 2017 for
r the purchase of Lowell Investment I, LLC's total allocation of 144 Ibs/day of total nitrogen and 7.6 Ibs/day of
total phosphorus. An executed copy of this agreement is attached.
_ Per earlier discussions, our understanding is that this allocation can be added to permit NC0006033 by listing it
in as supplemental allocation. We understand this allocation would not become part of the active allocation
until there is an expansion of the flow limit for the facility.
Also from our earlier discussions, we understand that this revision will be considered a "Major Permit
Modification" and therefore have included a check to NCDEQ for the amount of $1,030.00 to cover this fee.
_ We appreciate DEQ's assistance with this permit request. Please let us know if there is anything additional
needed from us to complete this request.
Sincerely,
Stephanie Scheringer
Division Manager Wastewater Treatment
_ cc: Mr. David Shellenbarger, Assistant WWTD Manager Compliance
Enclosures: Purchase Contract between City of Gastonia and Lowell Investments I, LLC
Check # 134793 to NCDEQ
Certified Mail: 7014 0150 0002 0276 0913
1

on a4_1� V ) U lJ v I-V
M9
STATE OF NORTH CAROLINA
COUNTY OF GA.S'T['ON
nor
PURCHASE CONTRACT
am •
THIS PURCHASE CONTRACT (hereinafter referred to a "Contract"), entered into this
Z'7 + day of Ot c e,.., b « , 2017, by and between LOWIELL EWESTN[ENTS 1,
LLC, hereinafter referred to as the "Seller"; and CITY OF GASTONIIA, a North Carolina
Municipal Corporation, hereinafter referred to as "Buyer";
WITNESSLTH:
V�HEREAS, Seller is the owner of a nutrient discharge allocation under the Lake Wylie
10, TMDL 1995 Catawba River Basin Wide Water Quality Management Plan consisting of 144
lbs/day of Total Nitrogen and 7.6 lbs/day of Total Phosphorus (the "Total .Allocation") as
evidenced by NPDES Permit #NC0005274; and,
V"
WHEREAS, Seller's NPDES Permit is scheduled to be terminated in early 2018; and,
WHEREAS, the Total Allocation will be eliminated upon the termination of Seller's
NPDES Permit unless the Total Allocation is transferred to another active NPDES Permit; and,
WHEREAS, the North Carolina Division of Water Resources of the Department of
Environmental Quality has acknowledged that the Total. Allocation can be transferred from
Seller's NPDES Permit. #N00005274 to be held in feserve for Buyer's NPDES Permit
#N00020184 until such time as the Total Allocation would need to be activated by Buyer in order
to accommodate an increase in the nutrient limits currently approved for Buyer's NPDES Permit
as evidenced by a letter from Michael E. Templeton, P.E. dated Qsj4 2017.1
attached hereto and incorporated herein by reference; and,
WHEREAS, Buyer has no immediate need to increase Buyer's nutrient limits; however,
Buyer has determined that it would be in the best interest of its utility service rate payers to acquire
the Total Allocation to be held in reserve until such time as Buyer realizes a need to increase
Buyer's nutrient limits; and,
WHEREAS, Buyer. and Seller have agreed that it would be in their mutual best interests to
enter into an agreement whereby the elimination of the Total Allocation will be avoided by
transferring the Total Allocation to be held in reserve under Buyer's NPDES Permit, with Buyer
having the option to activate the Total Allocation for Buyer's use at such time as Buyer requires
an increase in Buyer's nutrient limits under Buyer's NPDES Permit;
NOW, TBEREFORE, in consideration of the foregoing recitals, the mutual promises and
,m covenants contained herein, and the payments from Buyer to Seller referred to below, the receipt
and sufficiency of which are hereby acknowledged, the Buyer and Seller agree as follows:
A.
Im
Agree1560

1. Purchase. Subject to the terms hereof and in consideration of the sum of two thousand dollars
($2,000.00) paid by Buyer to Seller (the "Option Money"), Seller hereby sells to Buyer the Total
Allocation for the sole purpose of having the Total Allocation held in reserve under ?3uyer's
NPDES Permit.
2. Option to Activate the Total Allocation. In further consideration of the payment of the Option
Money, Buyer hereby grants to Seller the exclusive option to obtain from the State of North
Carolina an activation of the Total Allocation as part of the nutrient limits Buyer is permitted to
discharge under Buyer's NPDES Permit (hereinafter the "Option'). The period during which
Buyer may exercise the Option shall commence upon the date of execution of this Purchase
Contract and shall continue and exist for a period of fifteen (15) years (the "Option Period"). The
Option Period may be extended by Buyer for two additional five (5) year Option Periods by
providing Seller with written notice of Buyer's intent to extend the Option Period at least 30 days
prior to the expiration of the then current Option Period.
3. Transfer of Total Allocation During Option Period. Upon execution of this Purchase
Contract, Buyer and Seller shall jointly file a request with the North Carolina Wastewater
Permitting Section of the Division of Water Resources of the Department of Environmental
Quality to modify their respective NPDES Permits in order to transfer the Total Allocation under
Seller's permit to Buyer's permit to be held as reserved allocation for Buyer's permit bubble limit
during the Option Period. In the event that the transfer of the Total Allocation is not approved or
cannot be accomplished for any reason, then this agreement shall terminate and Buyer shall be
® entitled to a full refund of the Option Money. In the event that the transfer of the Total Allocation
is approved and accomplished but Buyer fails to exercise its option to activate the Total Allocation
during the Option Period;' or any extension thereof, Buyer's right to activate the Total Allocation
rM shall terminate.
4. Exercise of Option. • At any time during the Option Period, or any extension thereof, Buyer
'e may exercise its option to activate the Total Allocation by written notice personally delivered to
the Seller or deposited in the United States Mail, postage prepaid, registered or certified mail,
return receipt requested, addressed to Seller at the notice address contained herein, or such other
FM notice address as Seller may provide Buyer in writing after the initial execution of this agreement.
5. Additional Consideration Due Seller Upon Exercise of Option. Upon exercise of the Option
by Buyer during the Option Period, or any extension thereof, the terms and conditions of such
activation shall be as follows:
FM
(A) Additional Cash Payment. The Additional Cash Payment due Seller for the activation of
the Total Allocation by Buyer shall be two hundred thousand dollars ($200,000.00), payable to
Seller at closing. In the event that Buyer does not exercise the Option within five (5) years fiom
the date of execution of this Purchase Agreement, the amount of the Additional Cash Payment
shall increase by a percentage equal to the percentage increase in the Consumer Price Index, if
any, during that time period between five years from the date of execution of this Purchase
Agreement and the date that the Option is exercised by Buyer. Provided, however, that in no event
shall the Additional Cash Payment exceed $ 2TQ n Oto
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(') Closing. Upon exercise of the Option Buyer shall immediately request from the appropriate
North Carolina regulatory authority written confirmation that the Total Allocation can and has
been transferred to Buyer's NPDES permit and activated such that Buyer may increase Buyer's
nutrient limits by an amount equal to the Total Allocation. The closing and payment of the
Additional Cash Payment shall occur at the offices of the Buyer or at such other place in Gaston
County, North Carolina as may be determined mutually by Buyer and Seller within ninety (90)
days of receipt of written confumation from the appropriate North Carolina regulatory authority
that the Total Allocation has been permanently transferred to Buyer's NPDES permit and
activated. The parties shall also execute and deliver at closing any other documents reasonably
identified by Buyer and Seller as necessary or appropriate to complete and evidence the transaction
�► contemplated hereby.
(C) Conditions Precedent. The obligations and liabilities of the Buyer and Seller hereunder shall
be in all respects conditioned upon satisfaction of each of the following conditions precedent. The
failure of any condition precedent, unless waived, shall entitle either party, in addition to its other
rights and remedies provided in this Purchase Contract, if any, to terminate this Purchase Contract
on or before the Closing Date and upon .such termination due to the failure of Seller to be able to
complete the transaction, Buyer shall be entitled to a return of the Option Money. Termination by
Seller due to Buyer's failure to be able to complete the transaction shall entitle Seller to retain the
Option Money as liquidated damages.
(i) Authorizations and. Approvals. The Buyer shall have obtained the regulatory approval
and Buyer shall have obtained assurances to its reasonable satisfaction that Seller has the requisite
legal authority to complete the transaction contemplated herein. The Seller shall be satisfied as to
the : content and scope of Buyer's regulatory approval and that Buyer has the requisite legal
'A authority to complete the transaction contemplated herein.
(H) No Change in Seller's Total Allocation. - Seller shall hold and be able to transfer
and/or Buyer shall be able to activate the entire Total Allocation offered. If, at the time of exercise
of the Option, Seller does not hold or is not able to transfer, or Buyer is not able to activate, the
entire Total Allocation offered, Buyer shall have the option, in Buyer's sole discretion, to either
terminate this Contract and receive a full refund of the Option Money; or, to proceed to closing
and purchase any smaller portion of the Total Allocation offered that Seller then holds and is able
Ma to transfer and/or Buyer is able to activate with the Additional Cash Payment being reduced by a
percentage equal to the percentage by which the Total Allocation has been reduced.
(W) Change in 1LaWs. There shall have been no change in statutes or regulations and no
administrative or legal decision or opinion by any court or any administrative agency materially
affecting Buyer's ability to acquire, hold, activate and use the Total Allocation offered by Seller
for the purposes described herein, or affecting Seller's ability to transfer the Total Allocation
offered.
@v) Accuracy of Representations and Warranties. All representations and warranties
made by Buyer and Seller in this Contract shall be true and accurate in all material respects.
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(v) Change in or Elimination of the Lake Wylie TAML. There shall be no change in
FM the Lake Wylie TMDL, which would eliminate all or a portion of the Total Allocation, or prevent
Buyer from activating all or a portion of the Total Allocation. Any such change in the Lake Wylie
TNDL shall entitle Buyer to terminate this Purchase Contract with no further obligations or duties
to Seller.
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(D) Representations and Warranties of Seller. To induce Buyer to enter into this Purchase
F„ Contract and to purchase the offered Total Allocation, Seller hereby makes the representations,
warranties and covenants set forth in this paragraph, upon each of which Seller acknowledges and
agrees that Buyer is entitled to rely and has relied. Seller has corporate power and authority to
execute, deliver and perform its obligations under this Purchase Contract and this Purchase.
Contract has been duly authorized, executed and delivered by Seller, constitutes the valid and
binding agreement of Seller and is enforceable in accordance with its terms. Seller is duly
organized and validly existing under the laws of North Carolina and in good standing. The
execution and delivery of and the performance by Seller of its obligations hereunder do not and
will not contravene, or constitute a default under, any provisions of applicable law or regulation,
or any agreement, judgment, injunction, order, decree or other instrument binding upon Seller or
result in the creation of any lien or other encumbrance on any asset of Seller. To Seller's
knowledge, there is no action, suit or proceeding pending or known to be threatened against or
affecting Seller in any court or before any arbitrator or before any governmental body which: (a)
in any manner raises any questions affecting the validity or enforceability of this Purchase Contract
or any other agreement or instrument to which Seller is a party or by which it is bound and that is
�+ to be used in connection with, or is contemplated by, this Purchase Contract; (b) could adversely
affect the ability of Seller to perform its obligations hereunder, or under any document to be
delivered pursuant hereto; or (c) could adversely affect the offered Total Allocation or the use or
purposes thereof. Seller has not filed a petition or an answer seeking reorganization or an
arrangement with creditors or to take advantage of any insolvency or bankruptcy law.
an (E) Representations and Warranties of Buyer. To induce Seller to enter into this Purchase
Contract and to sell the offered Total Allocation, Buyer hereby makes the representations and
warranties set forth in this paragraph, upon each of which Buyer acknowledges and agrees that
Seller is entitled to rely and has relied_ This Purchase Contract has been duly executed and
delivered by Buyer, constitutes the valid and binding agreement of Buyer and is enforceable in
accordance with its terms. The execution and delivery of and the performance by Buyer -of its
obligations hereunder do not and will not contravene, or constitute a default under, any provisions
of applicable law or regulation, or any agreement, judgment, injunction, order, decree or other
instrument binding upon Buyer or result in the creation of any lien or other encumbrance on any
asset of Buyer.
me (l) Seller's Covenants. Seller shall cooperate with and assist, and shall take no action that might
impede, Buyer in obtaining the legal authorizations and regulatory approvals. Seller shall use
commercially reasonable efforts to maintain and avoid loss of any of Seller's offered Total
Allocation, and shall take no action that might reduce its value. in the event Seller becomes aware
of any action or event that potentially may cause loss, totally or partially, of the offered Total
Allocation, Seller shall promptly notify Buyer of such action or event.
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(C) Buyer's Covenants. Buyer shall submit its request for the transfer of the Total Allocation to
Buyer's NPDES permit inunediately upon execution of this Purchase Contract; and Buyer shall
submit its request for the activation of the Total Allocation for -Buyer's NPDES permit
immediately upon exercise of the Option and shall use its best efforts to obtain all legal and
regulatory authorizations as soon thereafter as practically possible. The failure of the proper
regulatory authority to issue the necessary approvals described herein shall not constitute an event
of default for either party, but shall afford either party the ability to elect to terminate this Purchase
Contract under sub -paragraph C hereof as an unsatisfied condition precedent.
(H) Remedies on Default. In the event of a default or other failure to perform hereunder by Buyer
,® of any of the terms, conditions and provisions of this Purchase Contract prior to closing, Seller,
upon written notice to Buyer, may terminate this Purchase Contract, retain the Option Money and
obtain from Buyer any reasonable costs incurred by Seller in connection with this transaction as
liquidated damages and in full and complete satisfaction of any and all claims of damages or causes
of action that Seller may have against Buyer. The parties hereby acknowledge that the actual
damages of Seller would be difficult to ascertain. In the event of a default or other failure to
perform hereunder by Seller of any of the terms, conditions and provisions of this Contract prior
to closing, Buyer, upon written notice to Seller, may terminate this Contract and receive from
Seller a refund of the Option Money plus any additional costs incurred by Buyer in connection
with this transaction as liquidated damages. The parties hereby acknowledge that the actual
damages of Buyer would be difficult to ascertain; except that, in the event Seller sells or otherwise
transfers to a person or entity other than Buyer all or any part of the offered Total Allocation during
the Option Period or after receiving from Buyer notice that Buyer is exercising the Option Seller
refuses to transfer the offered Total Allocation, Buyer may seek through a proceeding in equity
specific performance of Seller's obligations under this Contract.
6. Notice. For purposes of the Option and Contract, every notice or other communication required
herein shall not be effective unless the same shall be in writing and delivered personally to either
party or mailed by United States mail, Registered or Certified, postage prepaid, return receipt
requested, and if intended for Buyer, shall be addressed or personally delivered to:
f' City Manager
City of Gastonia
P.O. Box 1748
09 Gastonia, NC 28053-1748
fm and if untended by Seller, shall be addressed and personally delivered to:
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Notice to either Buyer or Seller shall be deemed effective from the time the same is deposited in
the United States Post Office, in an envelope, postage prepaid, addressed to either of the parties
herein.
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7. Entire Agreement. The parties acknowledge this writing to constitute the entire agreement
between the parties and no amendment to the terms hereof shall be effective unless in writing and
signed by the parties.
S..A.ssignment. This Option and Contract may not be assigned by either party without the written
consent of the other party.
9. SeverahiRty. The invalidity or unenforceability of any terms or provisions hereto in any
jurisdiction shall in no way affect the validity or enforceability of any of the other terms or
,® provisions in that jurisdiction, or of the entire Agreement in any other jurisdiction.
10. Governing Law. This Agreement shall be deemed to have been made in the State of North
Carolina, and its validity, construction and effect shall be governed by the laws of the State of
North Carolina. The parties hereto agree that any action brought by either party to enforce the
terms of this Agreement shall be filed in the Superior Court of Gaston County, State of North
Carolina.
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IN WITNESS WHEREOF, the parties hereto have, by authority duly given, caused the Option
and Contract to be executed as their official act the day and year first above written.
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Attest:
(Deputy) C4y Clerk
Ci f Gastonia
By. ! '®
o D. Sri geman, Mayor
STATE OF NORTH CAROLINA
COUNTY OF GAAS� TON /
I, 11 e ( �12 !� a Notary Public of the aforesaid County and State, do
here y certify thatyy U personally appeared before me this day
and acknowledged that she is We (Deputy] City Clerk of &e City of Gastonia and that by authority
duly given and as the act of the municipal corporation, the foregoing instrument was signed in its
name by its Mayor, sealed with its corporate seal and attested by her as its (Depntp) City Clerk.
WITNESS my hand and Notarial Seal, this the % day of CL Y 20 1`'.
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My Commission Expires: 2 r iyQTA p y y�-0
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STATE OF NORTH CAROLINA
COUNTY OF GASTON
I, J tF rl' a Not Public of aforesaid County and State, do
hereby certify that 1 personally appeared before me
this day and acknowledged that he�is the e/ of Lowell Investments I, LLC, a
North Carolina Limited Liability Company and b authority duly given and as the act of the
company, the foregoing instrument was signed in its name by him as its
WITNESS my hand and Notarial Seal, this thjeday of 20
— tart' Public
My Commission Expires: "? �U a-
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Contract Approvals/Cerrificates
CON TRACT: 20/80061 - PURCHASE OF WASTEWATER NUTRIENT ALLOCAT104N
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Approved as to form: ��. 4--
,2 - - 12/12/2017 3:41:43PM
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This instrument has been preaudited in the manner required by the Local Government Budget and Fiscal
Control Act, Article 3, Chapter 159 of the General Statutes of North Carolina.
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Water Resources
ENVIRONMENTAL QUALITY
November 14, 2017
Mr. David Shellenbarger
Assistant Division Manager, Compliance
Two Rivers Utilities
P.O. Box 1748
Gastonia, North Carolina 28053-1748
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
Subject: Proposed Transfer of Lowell
Investments' Nutrient Allocations
Long Creek W WTP
NPDES Permit NCO020184
Gaston County
Dear Mr. Shellenbarger:
I have reviewed your September 12, 2017, outline of a potential agreement between Two Rivers
Utilities (TRU) and Lowell Investments for the transfer of nutrient allocations from the Lowell
— Investments facility, NC0005274, to your Long Creek T✓VWTP. In accordance with the 1995 Lake
Wylie Nutrient TMDL, Lowell Investments holds allocations of 144 lb/ day of total nitrogen
(TN) and 7.6 lb/day of total phosphorus (TP).
I believe that, in most respects, the outline provides a satisfactory framework for the transfer of
these allocations. The Division of Water Resources could transfer the allocations to your Long
Creek facility in accordance with an acceptable sales agreement between the parties. The
— transfer would be implemented by adding the allocations to the Nutrient Allocations special
condition of the Long Creek permit. The allocations would initially be designated as 'reserve'
but could he activated in the future to increase the facility s nutrient limits, consistent with the
— Lake Wylie Nutrient TMDL.
Please note that the contract must transfer ownership of the allocations to TRU immediately
rather than merely provide an option for their future purchase. Each facility's nutrient
allocations are associated with its NPDES permit; thus, upon termination of Lowell
Investments' permit (expected in early 2018), any allocations it still holds will be eliminated and
no longer available to the company or to Two Rivers. As we discussed, the parties may be able
to craft a contract that executes the sale up front but defers payment until TRU needs to apply
the allocations.
_ In addition, the proposed 25-year duration of the agreement is excessive, given that significant
changes in the Lake Wylie nutrient strategy could occur in that time. A 10- to 15-year term, with
the option to extend in 5-year increments, seems a more reasonable approach.
Stale ofNarth Camliaa I l3wimmnental Quality I Water Resonmes
1617 Mail Service Center I Raleigh, Nonh Carolina 27699-1617
— 919 907 6300

.. Proposed Transfer of Lowell
Investments' Nutrient Allocations
November 14, 2017
In response to your question, TRU does not in any way assume responsibility or liability for the
Lowell Investments site as the result of its purchase of the nutrient allocations.
Feel free to contact me at [phone] or [e-mail] if you have any
questions.
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Sincerely,
Michael E. Tempi. ton, P.E.
Water Quality Engineer
Enclosure: Proposed Option for Purchase Structure (MU)
Copies: NPDES Files
Central Files
eCopies: Tom McKittrick, Lowell Investments I, LLC
Wes Bell, Mooresville Regional Office
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Outline of possible Lowell Investments-TWTo Rivers Utilities agreement (David Shellenbarger,
TRU, 9/12/2017 email to Templeton):
Proposed Option for Purchase Structure:
1. The City of Gastonia will agree to pay Lowell Investments $XXXXX for an option to
purchase the phosphorus and nitrogen Threshold Management Plan allocation from the
site at 1602 N Main Street, Lowell. At any time prior to the expiration of this agreement,
the City may purchase this allocation in its entirety for the sum of $XXXXX.
2. Lowell Investments and the City of Gastonia will request to modify their respective
NPDES Permits such that 100% of the phosphorus and nitrogen allocation currently in
the Lowell permit will be transferred to NPDES Permit NCO020184 for the City of
Gastonia's Long Creek WWTP.
3. Until this purchase is completed, Lowell Investments will retain ownership of the
nitrogen and phosphorus allocation, but it will be temporarily transferred to the City of
Gastonia with an option to purchase and will be listed as Reserved Allocation for the
Eagle Road and Long Creek Bubble Limit within NPDES Permit NC0020184.
4. The transaction shall be structured -as a purchase option with a term of 25 years. If the
option has not been exercised the end of this term, the parties shall agree to negotiate
in good faith on a renewal. In the event no renewal agreement can be reached, the City
agrees to request removal of the subject reserve allocation from its NPDES permit(s).
5. If the 1995 Lake Wylie Threshold Management Plan is reopened in a manner that does
not preserve this reserve allocation, the City of Gastonia is not obligated for any further
compensation to Lowell Investments.
6. In the event the City of Gastonia does not utilize the Lowell Investments Allocation, no
cost shall be incurred by the City of Gastonia.
Obligations of Lowell Investments
o ' Submit to NCDEQ a permit rescission letter requesting the structure outlined above.
Obligations of the City of Gastonia
o Submit to NCDEQ a permit modification requesting the structure outlined above.
Q Provide Lowell Investments notification and a report of any activation of the allocation
in the permit and any usage of the allocation in any monthly monitoring period
o Provide Lowell access to the City of Gastonia discharge data (DMRs) as needed.
NOTE: "Threshold Management Plan" refers to the Lake Wylie TMDL.