NC0025071_Renewal Application_20171106

WarerResources
ENMONMENTAL QUAUTY
November 06, 2017
Melinda S. Ward,
City of Eden
PO Box 70
Eden, NC 27289-0070
Subject: Permit Renewal
Application No. NCO02SO71
Mebane Bridge WWTP
Rockingham County
Dear Applicant:
ROY COOPER
Goverrmr
MICHAEL S. REGAN
seemary
S. JAY ZIIMMERMAN
mucor
The Water Quality Permitting Section acknowledges the November 1, 2017 receipt of your permit renewal application
and supporting documentation. Your application will be assigned to a permit writer within the Section's NPDES WW
permitting branch. Per G.S. 15OB-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit.
The permit writer will contact you if additional information is required to complete your permit renewal. Please respond
in a timely manner to requests for additional information necessary to allow a complete review of the application and
renewal of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deg.nc.gov/permits-regulations/permit-guidance/environmental-application tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
WrSincer ly,
Thedford d
en
Administrative Assistant
Water Quality Permitting Section
cc: Central Files w/application(WSRO)
ec: WQPS Laserfiche File w/application
State of North Carohna I Environmental Quahty I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6300

10FACILITY NAME AND PERMIT NUMBER PERMIT ACTION REQUESTED RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071 RENEWAL ROANOKE
FORM
2A NPDES FORM 2A APPLICATION OVERVIEW
NPDES
APPLICATION OVERVIEW
Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet
and a "Supplemental Application Information" packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants All applicants must complete questions A 1 through A 8 A treatment works
that discharges effluent to surface waters of the United States must also answer questions A 9 through A 12
B Additional Application Information for Applicants with a Design Flow >_ 0.1 mgd. All treatment works that have design flows
greater than or equal to 0 1 million gallons per day must complete questions B 1 through B 6
C. Certification. All applicants must complete Part C (Certification)
RECEI�fEDINCDEQI®SIR
Nov 01 2017
SUPPLEMENTAL APPLICATION INFORMATION.
Water ouaalty ori
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters qf& itt1Q
§&Z
s 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 1mgd,
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 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
BASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS
All treatment works must complete questions A 1 through A.8 of this Basic Application Information Packet
A 1 Facility Information
Facility Name Mebane Bridge Wastewater Treatment Plant
Mailing Address P O Box 70
Eden, NC 27289
Contact Person Melinda S Ward
Title Wastewater Superintendent
Telephone Number [phone] ext 130
Facility Address 204 Mebane Bridge Road
(not P O Box) Eden NC 27288
A 2 Applicant Information If the applicant is different from the above, provide the following
Applicant Name City of Eden
Mailing Address P O Box 70
Eden, NC 27289
Contact Person Brad Corcoran
Title City Manager
Telephone Number [phone]
Is the applicant the owner or operator (or both) of the treatment works?
® owner ❑ operator
Indicate whether correspondence regarding this permq should be directed to the facility or the applicant
® facility ❑ applicant
A3 Existing Environmental Permits Provide the permrt number of any existing environmental permits that have been issued to the treatment works
(include state -issued permits)
NPDES NCO025071 PSD
UIC Other WQ0003035 Land Application
RCRA Other
A 4 Collection System Information Provide information on municipalities and areas served by the facility Provide the name and population of each
entity and, if known, provide information on the type of collection system (combined vs separate) and its ownership (municipal, private, etc )
Name Population Served Type of Collection System Ownership
Eden 15,488 Separate Municipal
Wentworth 2,761 Separate Municipal
Total population served 18,249
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 S 7550-22 Page 2 of 22

FACILITY NAME AND PERMIT NUMBER PERMIT ACTION REQUESTED RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071 RENEWAL ROANOKE
A 5 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
A6 Flow Indicate the design flow rate of the treatment plant (i e , the wastewater flow rate that the plant was built to handle) Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years Each year's data must be based on a 12 -month time period
with the 12th month of "this year" occurring no more than three months prior to this application submittal
a Design flow rate 13 5 mgd
Two Years Apo Last Year This Year
b Annual average daily flow rate 3 925 4 288 3 593
c Maximum daily flow rate 13 781 14 595 15 336
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 0 %
A 8 Discharges and Other Disposal Methods
a Does the treatment works discharge effluent to waters of the U S ? ® Yes ❑ No
If yes, list how many of each of the following types of discharge points the treatment works uses
I Discharges of treated effluent
u Discharges of untreated or partially treated effluent
ui Combined sewer overflow points
ro Constructed emergency overflows (prior to the headworks)
V Other
b Does the treatment works discharge effluent to basins, ponds, or other surface impoundments
that do not have outlets for discharge to waters of the U S ? ❑ Yes
If yes, provide the following for each surface impoundment
Location
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
1
® No
mgd
® Yes ❑ No
Location See attached
Number of acres 5736
Annual average daily volume applied to site 0019246 mgd
Is land application ❑ continuous or ® intermittent?
d Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? ❑ Yes ® No
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 3 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works
(e g , tank truck, pipe)
If transport is by a party other than the applicant, provide
Transporter Name N/A
Mailing Address
Contact Person
Title
Telephone Number ( )
For each treatment works that receives this discharge, provide the following
Name N/A
Mailing Address
Contact Person
Title
Telephone Number ( )
If known, provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility
mgd
e Does the treatment works discharge or dispose of its wastewater in a manner not included
in A 8 through A 8 d above (e g , underground percolation, well infection) ❑ Yes
® No
If yes, provide the following for each disposal me_hod
Description of method (including location and size of site(s) if applicable)
N/A
Annual daily volume disposed by this method
Is disposal through this method ❑ continuous or ❑ intermittent?
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 4 of 22

FACILITY NAME AND PERMIT NUMBER PERMIT ACTION REQUESTED RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071 RENEWAL ROANOKE
WASTEWATER DISCHARGES -
If you answered "Yes" to question A 8 a, complete questions A 9 through A 12 once for each outfall (including bypass points) through
which effluent is discharged Do not include information on combined sewer overflows in this section If you answered "No" to question
A 8 a, go to Part B, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0 1 mgd "
A 9 Description of Outfall.
a Outfall number 001
b Location Eden
(City or town, if applicable) (Zip Code)
(County)
36° 28' 17"
(State)
79° 44'35"
(Latitude)
(Longitude)
c Distance from shore (if applicable) N/A
ft
d Depth below surface (if applicable) N/A
ft
e Average daily flow rate 3 964
mgd
f Does this outfall have either an intermittent or a periodic discharge? ❑ Yes
® No (go to A 9 g )
If yes, provide the following information
Number f times per year discharge occurs
Average duration of each discharge
Average flow per discharge
mgd
Months in which discharge occurs
g Is outfall equipped with a diffuser? X Yes
❑ No
A 10 Description of Receiving Waters
a Name of receiving water Dan River
b Name of watershed (if known) Upper Dan River Subbasin
United States Soil Conservation Service 14 -digit watershed code (if known)
c Name of State Management/River Basin (if known) Roanoke River Basin
United States Geological Survey 8 -digit hydrologic cataloging unit code (if known) 03010103
d Critical low flow of receiving stream (if applicable)
acute cfs chronic 386 cfs
e Total hardness of receiving stream at critical low flow (if applicable) -- mg/I of CaCO3
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 5 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
All 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 98 %
Design SS removal 94 %
Design P removal - %
Design N removal %
Other %
c What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe
Gas Chlorination
If disinfection is by chlorination is dechlorination used for this outfall? ® 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 Ata
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart
Outfall number 001
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
PARAMETER
Value
Units
Value
Units
Number of Samples
pH (Minimum)
60
s u
pH (Maximum)
741
s u
Flow Rate
15 336
MGD
3 964
MGD
913
Temperature (Winter)
24
°C
14
°C
240
Temperature (Summer)
28
°C
23
°C
381
` For pH please report a minimum and a maximum daily value
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
POLLUTANT
DISCHARGE
ANALYTICAL
ML/MDL
Number of
METHOD
Conc.
Units
Conc
Units
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
316
mg/L
28
m /L
621
SM5210
30
DEMAND (Report one)
CBOD5
FECAL COLIFORM
201
#/"00 ml
13
#/100 ml
621
Cohlert 18
200
TOTAL SUSPENDED SOLIDS (TSS)
11 6
mg/L
39
mg/L
621
SM2540D
30
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 6 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
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 z 0 1 mgd must answer questions B 1 through B 6 All others go to Part C (Certification)
B 1 Inflow and Infiltration Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration
10,000 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration
We are currently under an EPA Administrative Order by Consent which requires an approved remediation plan to be
Implemented and completed by February 28 2022 Once all work Is complete In the collection system and the plant,
It Is expected that there will be no more sanitary sewer overflows under normal conditions
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
f If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
or special pipe, show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed
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 redunancy in the system Also provide a water balance showing all treatment units, including disinfection (e g ,
chlorination and dechlonnation) The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units Include a brief narrative description of the diagram
B 4 Operation/Maintenance Performed by Contractor(s)
Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? ® Yes ❑ No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional
pages if necessary)
Name Synagro Central LLC
Mailing Address 7014 E Baltimore Street
Baltimore MD 21224
Telephone Number [phone]
Responsibilities of Contractor Land Application — Operation and Management of Blosollds
B 5 Scheduled improvements and Schedules of Implementation Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works If the
treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question B 5
for each (If none, go to question B 6 )
a List the outfall number (assigned in question A 9) for each outfall that is covered by this implementation schedule
b Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies
❑ Yes ❑ No
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 7 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
c If the answer to B 5 b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable)
d Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below, as
applicable For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as
applicable Indicate dates as accurately as possible
Schedule Actual Completion
Implementation Stage MM/DD/YYYY MM/DD/YYYY
Begin Construction
End Construction
Begin Discharge
Attain Operational Level
e Have appropriate permits/clearances concerning cther Federal/State requirements been obtained? ❑ Yes ❑ No
Describe briefly
B6 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 authonty 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 Ata 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
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL AL
MUMDL
Conc
Units
Conc.
Units
Number of
METHODSamples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
31
mg/L
<0 1
mg/L
554
4500-NH3F
0 1
CHLORINE (TOTAL
RESIDUAL, TRC)
28
pg/L
<10
pg/L
621
4500 -CIG
10
DISSOLVED OXYGEN
123
mg/L
87
mg/L
621
4500 -OG
01
TOTAL KJELDAHL
NITROGEN (TKN)
46
mg/L
09
mg/L
33
E351 2
05
NITRATE PLUS NITRITE
NITROGEN
140
mg/L
82
mg/L
33
E353 2
01
OIL and GREASE
<5
mg/L
<5
mg/L
3
1664-A
50
PHOSPHORUS (Total)
04
mg/L
0 16
mg/L
31
E365 1
005
TOTAL DISSOLVED SOLIDS
239
mg/L
228
mg/L
3
SM2540C
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 & 7550-22 Page 8 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
BASIC APPLICATION INFORMATION
PART C. CERTIFICATION
All applicants must complete the Certification Section Refer to instructions to determine who is an officer for the purposes of this
certification All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview Indicate below which
parts of Form 2A you have completed and are submitting By signing this certification statement, applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application is submitted
Indicate which parts of Form 2A you have completed and are submitting
® Basic Application Information packet Supplemental Application Information packet
® Part D (Expanded Effluent Testing Data)
® Part E (Toxicity Testing Biomonitoring Data)
® Part F (Industrial User Discharges and RCRA/CERCLA Wastes)
❑ Part G (Combined Sewer Systems)
ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERTIFICATION
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the information, the information is, to the best of my knowledge and belief, true,
accurate, and complete I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment
for knowing violations I I , I r 1, `
Name and official title l VAI "� W J uk In ten
Signature ZLA, el,
Telephone number (�F,,l l (E vC — j U b 01
Date signed V V
Upon request of the permitting authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements
SEND COMPLETED FORMS TO:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 9 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
SUPPLEMENTAL APPLICATION INFORMATION
PART D. EXPANDED EFFLUENT TESTING DATA
Refer to the directions on the cover page to determine whether this section applies to the treatment works
Effluent Testing 1 0 mgd and Pretreatment Works If the treatment works has a design flow greater than or equal to 1 0 mgd or it has (or is required
to have) a pretreatment program, or is otherwise required by the permitting authority to provide the data, then provide effluent testing data for the following
pollutants Provide the indicated effluent testing information and any other information required by the permitting authority for each outfall through which
effluent is discharged Do not include information on combined sewer overflows in this section All information reported must be based on data collected
through analyses conducted using 40 CFR Part 136 methods In addition, these data must comply with QA/QC requirements of 40 CFR Part 136 and
other appropriate QA/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 )
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
ML/MDL
Number
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
of
METHOD
Samples
METALS (TOTAL RECOVERABLE), CYANIDE, PHENOLS, AND HARDNESS
ANTIMONY
< 005
mg/L
< 005
mg/L
3
E200 7
0 005
ARSENIC
< 01
mg/L.
< 01
mg/L
10
E200 7
001
BERYLLIUM
< 001
mg/L
< 001
mg/L
3
E200 7
0 001
CADMIUM
< 001
mg/L
< 001
mg/L
10
E200 7
0 001
CHROMIUM
006
mg/L
< 005
mg/L
10
E200 7
0 005
COPPER
690
mg/L
089
mg/L
10
E200 7
0 005
LEAD
006
mg/L
< 005
mg/L
10
E200 7
0 005
MERCURY
60
ng/L
257
ng/L
10
E1631 E
015
NICKEL
< 005
mg/L
< 005
mg/L
10
E200 7
0 005
SELENIUM
< 01
mg/L
< 01
mg/L
10
E200 7
001
SILVER
< 005
mg/L
< 005
mg/L
10
E200 7
0 005
THALLIUM
< 01
mg/L
< 01
mg/L
3
E200 7
001
ZINC
290
mg/L
088
mg/L
10
E200 7
001
CYANIDE
< 008
mg/L
< 008
mg/L
10
SM450OCN-E
0 008
TOTAL PHENOLIC
032
mg/L
< 014
mg/L
10
E420 4
COMPOUNDS
0 01
HARDNESS (as CaCO3)
842
mg/L
704
mg/L
3
SM2340B
066
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 3 7550-22 Page 10 of 22

FACILITY NAME AND PERMIT NUMBER.
PERMIT ACTION REQUESTED-
RIVER BASIN.
MEBANE BRIDGE WWTP, NC0025071
RENEWAL
ROANOKE
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
VOLATILE ORGANIC COMPOUNDS
ACROLEIN
<5
pg/L
<5
pg/L
3
E624
5
ACRYLONITRILE
<50
pg/L
<50
pg/L
3
E624
50
BENZENE
<2
pg/L
<2
pg/L
3
E624
2
BROMOFORM
<2
pg/L
<2
pg/L
3
E624
2
CARBON
<2
pg/L
<2
pg/L
3
E624
TETRACHLORIDE
2
CHLOROBENZENE
<2
pg/L
<2
pg/L
3
E624
2
CHLORODIBROMO-
39
pg/L
<2.7
pg/L
3
E624
METHANE
2
CHLOROETHANE
<2
pg/L
<2
pg/L
3
E624
2
2-CHLOROETHYLVINYL
<5
pg/L
<5
pg/L
3
E624
ETHER
5
CHLOROFORM
7
pg/L
57
pg/L
3
E624
2
DICHLOROBROMO-
3.1
pg/L
<2 37
pg/L
3
E624
METHANE
2
1,1-DICHLOROETHANE
<2
pg/L
<2
pg/L
3
E624
2
1,2-DICHLOROETHANE
<2
pg/L
<2
pg/L
3
E624
2
TRANS-I,2-DICHLORO-
<2
pg/L
<2
pg/L
3
E624
ETHYLENE
2
1,1-DICHLORO-
<2
pg/L
<2
pg/L
3
E624
ETHYLENE
2
1,2-DICHLOROPROPANE
<2
pg/L
<2
pg/L
3
E624
2
1,3-DICHLORO-
<2
pg/L
<2
pg/L
3
E624
PROPYLENE
2
ETHYLBENZENE
<2
pg/L
<2
pg/L
3
E624
2
METHYL BROMIDE
31
pg/L
<2 37
pg/L
3
E624
2
METHYL CHLORIDE
<2
pg/L
<2
pg/L
3
E624
2
METHYLENE CHLORIDE
<2
pg/L
<2
pg/L
3
E624
2
1,1,2,2 -TETRA-
<2
pg/L
<2
pg/L
3
E624
CHLOROETHANE
2
TETRACHLORO-
<2
pg/L
<2
pg/L
3
E624
ETHYLENE
2
TOLUENE
<2
pg/L
<2
pg/L
3
E624
2
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 11 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
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
<2
pg/L
<2
pg/L
3
E624
TRICHLOROETHANE
2
1,1,2
<2
pg/L
<2
pg/L
3
E624
TRICHLOROETHANE
2
TRICHLOROETHYLENE
<2
pg/L
<2
pg/L
3
E624
2
VINYL CHLORIDE
<2
pg/L
<2
pg/L
3
E624
2
Use this space (or a separate sheet) to provide information on othervolatile organic compounds requested by the permit writer
ACID -EXTRACTABLE COMPOUNDS
P -CHLORO -M -CRESOL
<5
pg/L
<5
pg/L
3
E625
5
2 -CHLOROPHENOL
<5
pg/L
<5
pg/L
3
E625
5
2,4-DICHLOROPHENOL
<5
pg/L
<5
pg/L
3
E625
5
2,4 -DIMETHYLPHENOL
<10
NgIL
<10
pg/L
3
E625
10
4,6-DINITRO-0-CRESOL
<20
pg/L
<20
pg/L
3
E625
20
2,4-DINITROPHENOL
<50
pg/L
<50
pg/L
3
E625
5o
2-NITROPHENOL
<5
pg/L
<5
pg/L
3
E625
5
4-NITROPHENOL
<50
pg/L
<50
pg/L
3
E625
50
PENTACHLOROPHENOL
<10
pg/L
<10
pg/L
3
E625
10
PHENOL
<5
pg/L
<5
pg/L
3
E625
5
2,4,6-
TRICHLOROPHENOL
<10
pg/L
<10
pg/L
3
E625
10
Use this space (or a separate sheet) to provide information on other acid -extractable compounds requested by the permit writer
BASE -NEUTRAL COMPOUNDS
ACENAPHTHENE
<5
pg/L
<5
pg/L
3
E625
5
ACENAPHTHYLENE
<5
pg/L
<5
pg/L
3
E625
5
ANTHRACENE
<5
pg/L
<5
pg/L
3
E625
5
BENZIDINE
<50
pg/L
<50
pg/L
3
E625
50
BENZO(A)ANTHRACENE
<5
pg/L
<5
pg/L
3
E625
5
BENZO(A)PYRENE
<5
pg/L
<5
pg/L
3
E625
5
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 12 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NC0O25O71
RENEWAL
ROANOKE
Outfall number 001 (Complete once for each outfall discharging effluent to waters of the United States )
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
ML/MDL
Number
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
of
METHOD
Samples
3,4 BENZO-
<5
Ng/L
<5
Ng/L
3
E625
FLUORANTHENE
5
BENZO(GHI)PERYLENE
<5
Ng/L
<5
Ng/L
3
E625
5
BENZO(K)
<5
pg/L
<5
Ng/L
3
E625
FLUORANTHENE
5
BIS (2-CHLOROETHOXY)
<10
Ng/L
<10
pg/L
3
E625
METHANE
10
BIS (2-CHLOROETHYL)-
<5
Ng/L
<5
Ng/L
3
E625
ETHER
5
BIS (2-CHLOROISO-
<5
Ng/L
<5
Ng/L
3
E625
PROPYL) ETHER
5
BIS (2-ETHYLHEXYL)
IJg/L
Ng/L
3
E625
PHTHALATE
<5
<5
5
4-BROMOPHENYL
<5
Ng/L
<5
pg/L
3
E625
PHENYLETHER
5
BUTYL BENZYL
<5
Ng/L
<5
Ng/L
3
E625
PHTHALATE
5
2 -CHLORO-
<5
pg/L
<5
pg/L
3
E625
NAPHTHALENE
5
4-CHLORPHENYL
<5
Ng/L
<5
Ng/L
3
E625
PHENYLETHER
5
CHRYSENE
<5
pg/L
<5
pg/L
3
E625
5
DI -N -BUTYL PHTHALATE
<5
pg/L
<5
pg/L
3
E625
5
DI-N-OCTYLPHTHALATE
<5
Ng/L
<5
pg/L
3
E625
5
DIBENZO(A,H)
<5
pg/L
<5
Ng/L
3
E625
ANTHRACENE
5
1,2 -DICHLOROBENZENE
<2
Ng/L
<2
Ng/L
3
E624
2
1,3 -DICHLOROBENZENE
<2
Ng/L
<2
Ng/L
3
E624
2
1,4 -DICHLOROBENZENE
<2
Ng/L
<2
Ng/L
3
E624
2
3,3-DICHLORO-
<25
Ng/L
<25
Ng/L
3
E625
BENZIDINE
25
DIETHYL PHTHALATE
<5
Ng/L
<5
pg/L
3
E625
5
DIMETHYL PHTHALATE
<5
Ng/L
<5
Ng/L
3
E625
5
2,4-DINITROTOLUENE
57
Ng/L
<5 23
Ng/L
3
E625
5
2,6-DINITROTOLUENE
<5
Ng/L
<5
pg/L
3
E625
5
1,2 -DIPHENYL-
<5
pg/L
<5
Ng/L
3
E625
HYDRAZINE
5
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 13 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
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
FLUORANTHENE
<5
pg/L
<5
pg/L
3
E625
5
FLUORENE
<5
pg/L
<5
pg/L
3
E625
5
HEXACHLOROBENZENE
<5
pg/L
<5
pg/L
3
E625
5
HEXACHLORO-
<5
pg/L
<5
pg/L
3
E625
BUTADIENE
5
HEXACHLOROCYCLO-
<10
pglL
<10
pg/L
3
E625
PENTADIENE
10
HEXACHLOROETHANE
<5
pg/L
<5
pg/L
3
E625
5
INDENO(1,2,3-CD)
<5
pg/L
<5
pg/L
3
E625
PYRENE
5
ISOPHORONE
<10
pg/L
<10
pg/L
3
E625
10
NAPHTHALENE
<5
pg/L
<5
pg/L
3
E625
5
NITROBENZENE
<5
pg/L
<5
pg/L
3
E625
5
N-NITROSODI-N-
<5
pg/L
<5
pg/L
3
E625
PROPYLAMINE
5
N-NITROSODI-
<5
pg/L
<5
pg/L
3
E625
METHYLAMINE
5
N-NITROSODI-
<10
pg/L
<10
pg/L
3
E625
PHENYLAMINE
10
PHENANTHRENE
<5
pg/L
<5
pg/L
3
E625
5
PYRENE
<5
pg/L
<5
pg/L
3
E625
5
1,2,4-
TRICHLOROBENZENE
<5
pg/L
<5
pg/L
3
E625
5
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 & 7550-22 Page 14 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
SUPPLEMENTAL APPLICATION INFORMATION
PART E TOXICITY TESTING DATA
POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the
facility's discharge points 1) POTWs with a design flow rate greater than or equal to 1 0 mgd, 2) POTWs with a pretreatment program (or those that are
required to have one under 40 CFR Part 403), or 3) POTWs required by the permitting authority to submit data for these parameters
• At a minimum, these results must include quarterly testing for a 12 -month period within the past 1 year using multiple species (minimum of two
species), or the results from four tests performed at least annually in the four and one-half years prior to the application, provided the results
show no appreciable toxicity, and testing for acute and/or chronic toxicity, depending on the range of receiving water dilution Do not include
information on combined sewer overflows in this section All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC
requirements for standard methods for analytes not addressed by 40 CFR Part 136
• In addition, submit the results of any other whole effluent toxicity tests from the past four and one-half years If a whole effluent toxicity test
conducted during the past four and one-half years revealed toxicity, provide any information on the cause of the toxicity or any results of a
toxicity reduction evaluation, if one was conducted
• If you have already submitted any of the information requested in Part E, you need not submit it again Rather, provide the information
requested in question E 4 for previously submitted information If EPA methods were not used, report the reasons for using alternate methods
If test summaries are available that contain all of the information requested below, they may be submitted in place of Part E
If no biomonitoring data is required, do not complete Part E Refer to the Application Overview for directions on which other sections of the form to
complete
E 1 Required Tests
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years
❑ chronic ❑ acute
E 2 Individual Test Data Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half years Allow one
column per test (where each species constitutes a test) Copy this page if more than three tests are being reported
Test number Test number Test number
a Test information
Test Species & test method number
Age at initiation of test
Outfall number
Dates sample collected
Date test started
Duration
b Give toxicity test methods followed
Manual title
Edition number and year of publication
Page number(s)
c Give the sample collection method(s) used For multiple grab samples, indicate the number of grab samples used
24 -Hour composite
Grab
d Indicate where the sample was taken in relation to disinfection (Check all that apply for each
Before disinfection
After disinfection
After dechlorination
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 15 of 22

FACILITY NAME AND PERMIT NUMBER
MEBANE BRIDGE WWTP, NCO025071
PERMIT ACTION REQUESTED
RENEWAL
RIVER BASIN
ROANOKE
Test number- Test number Test number
e Describe the point in the treatment process at which the sample was collected
Sample was collected
f For each test, include whether the test was intended to assess chronic toxicity, acute toxicity, or both
Chronic toxicity
Acute toxicity
g Provide the type of test performed
Static
Static -renewal
Flow-through
h Source of dilution water If laboratory water, specify type, if receiving water, specify source
Laboratory water
Receiving water
I Type of dilution water if saltwater, specify "natural' or type of artificial sea salts or brine used
Fresh water
Salt water
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
%
%
%
LC5o
95% C I
%
%
%
Control percent survival
%
%
%
Other (describe)
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 16 of 22

FACILITY NAME AND PERMIT NUMBER
MEBANE BRIDGE WWTP, NCO025071
PERMIT ACTION REQUESTED
RENEWAL
RIVER BASIN
ROANOKE
Chronic
NOEC
%
%
%
I C25
%
%
%
Control percent survival
%
%
%
Other (describe)
m Quality Control/Quality Assurance
Is reference toxicant data available?
Was reference toxicant test within
acceptable bounds?
What date was reference toxicant test
run (MM/DD/YYYY)?
Other (describe)
E.3 Toxicity Reduction Evaluation Is the treatment works involved in a Toxicity Reduction Evaluation?
❑ Yes X No If yes, describe
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 17 of 22

E 4 Summary of Submitted Biomonitoring Test Information. If you have submitted biomonitoring test information, or information regarding the
cause of toxicity, within the past four and one-half years, provide the dates the information was submitted to the permitting authority and a summary
of the results
Date submitted
03/03/2015 (MM/DD/YYYY)
Summary of results
(see instructions)
RESULT PASS
Method Ceriodaphnia Chronic Pass/Fall Reproduction Toxicity
Test
Date submitted
06/02/2015 (MM/DD/YYYY)
Summary of results
(see instructions)
RESULT PASS
Method Cerlodaphnla Chronic Pass/Fall Reproduction Toxicity
Test
Date submitted
09/12/2015 (MM/DD/YYYY)
Summary of results
(see instructions)
RESULT PASS
Method Ceriodaphnla Cnronlc Pass/Fall Reproduction Toxicity
Test
Date submitted
12/08/2015 (MM/DD/YYYY)
Summary of results
(see instructions)
RESULT PASS
Method Ceriodaphnia Chronic Pass/Fail Reproduction Toxicity
Test
Date submitted
03/08/2016 (MM/DD/YYYY)
Summary of results
(see instructions)
RESULT PASS
Method Ceriodaphnia Chronic Pass/Fall Reproduction Toxicity
Test
Date submitted
03/22/2016 (MM/DD/YYYY)
Summary of results
(see instructions)
RESULT >10 8
Method Chronic Fathead Minnow Multi -Concentration Test
Date submitted
06/07/2016 (MM/DD/YYYY)
Summary of results
(see instructions)
RESULT PASS
Method Cerlodaphnla Chronic Pass/Fail Reproduction Toxlclty
Test
Date submitted
06/21/2016 (MM/DD/YYYY)
Summary of results
(see instructions)
RESULT >108
Method Chronic Fathead Minnow Multi -Concentration Test
Date submitted
09/13/2016 (MM/DD/YYYY)
Summary of results
(see instructions)
RESULT PASS
Method Ceriodaphnia Chronic Pass/Fall Reproduction Toxicity
Test
Date submitted
09/27/2016 (MM/DD/YYYY)
Summary of results
(see instructions)
RESULT >108
Method Chronic Fathead Minnow Multi -Concentration Test
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-3 & 7550-22 Page 18 of 22

E 4 Summary of Submitted Biomonitonng 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
12/06/2016 (MM/DD/YYYY)
Summary of results
(see instructions)
RESULT PASS
Method Ceriodaphnia Chronic Pass/Fall Reproduction Toxicity
Test
Date submitted
12/13/2016 (MM/DD/YYYY)
Summary of results
(see instructions)
RESULT >10 8
Method Chronic Fathead Minnow Multi -Concentration Test
Date submitted
03/07/2017 (MM/DD/YYYY)
Summary of results
(see instructions)
RESULT PASS
Method Ceriodaphnia Chronic Pass/Fail Reproduction Toxicity
Test
Date submitted
06/06/2017 (MM/DD/YYYY)
Summary of results
(see instructions)
RESULT PASS
Method Ceriodaphnia Chronic Pass/Fail Reproduction Toxicity
Test
Date submitted
09/12/2017 (MM/DD/YYYY)
Summary of results
(see instructions)
RESULT PASS
Method Ceriodaphnia Chronic Pass/Fail Reproduction Toxicity
Test
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 19 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
SUPPLEMENTAL APPLICATION INFORMATION
PART F INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F
GENERAL INFORMATION.
F 1 Pretreatment program Does the treatment works have, or is subject to, an approved pretreatment program?
® Yes ❑ No
F 2 Number of Significant Industrial Users (SIUs) and Categorical Industrial Users (CIUs) Provide the number of each of the following types of
industrial users that discharge to the treatment works
a Number of non -categorical SIUs 1
b Number of CIUs 2
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 Karastan Rug Mill
Mailing Address P O Box 130
Eden, NC 27289-0130
F 4 Industrial Processes Describe all the industrial processes that affect or contribute to the SI U's discharge
Dyeing, bleaching, finishing, weaving, and packaging rugs and carpets
F 5 Principal Product(s) and Raw Matenal(s) Describe all of the principal processes and raw materials that affect or contribute to the SI U's
discharge
Principal product(s) Packaged rugs and broadloom carpets
Raw material(s) Yarns, latex, dyes, bleach, acids, buffers, moth proofing & leveling agents, detergents, salts
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
174,564 gpd ( continuous or X intermittent)
b Non -process wastewater flow rate Indicate the average dally volume of non -process wastewater flow discharged Into the collection system
in gallons per day (gpd) and whether the discharge is continuous or Intermittent
gpd ( continuous or Intermittent)
F 7 Pretreatment Standards Indicate whether the SIU is subject to the following
a Local limits Yes ❑ No
b Categorical pretreatment standards ❑ Yes ® No
If subject to categorical pretreatment standards, which category and subcategory?
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 20 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
SUPPLEMENTAL APPLICATION INFORMATION
PART F. INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F
GENERAL INFORMATION
F 1 Pretreatment program Does the treatment works have, or is subject to, an approved pretreatment program?
® Yes ❑ No
F2 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
c Number of non -categorical Sl Us 1
d Number of CIUs 2
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 Duke Energy Dan River Combined Cycle Station
Mailing Address 864 South Edgewood Road
Eden NC 27288
F 4 Industrial Processes Describe all the industrial processes that affect or contribute to the SIU's discharge
Former coal burning ash collection from a power plant
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) Leachate from coal ash landfills being constructed as well as rain runoff from the area of the landfills and former basins
Raw material(s)
F 6 Flow Rate
c 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
107.750 gpd ( continuous or X intermittent)
d Non -process wastewater flow rate Indicate the average daily volume of non -process wastewater flow discharged into the collection system
in gallons per day (gpd) and whether the discharge is continuous or intermittent
0 gpd ( continuous or intermittent)
F 7 Pretreatment Standards Indicate whether the SIU is subject to the following
a Local limits ® Yes ❑ No
b Categorical pretreatment standards X Yes No
If subject to categorical pretreatment standards, which category and subcategory?
423 16 — Combustion Residual Leachate from Landfills, Pretreatment Standards Existing Source (PSES)
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 21 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
SUPPLEMENTAL APPLICATION INFORMATION
PART F. INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F
GENERAL INFORMATION
F 1 Pretreatment program Does the treatment works have, or is subject to, an approved pretreatment program?
® Yes ❑ No
F2 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
e Number of non -categorical SIUs 1
f Number of CIUs 2
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 Weil McLain
Mailing Address 523 New Street
Eden, NC 27288
F 4 Industrial Processes Describe all the industrial processes that affect or contribute to the SIU's discharge
Assembly and testing of residential and commercial boilers Sheet metal forming and painting
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) Residential and Commercial Boilers, Sheet Metal Forming Finishinq and Assembly
Raw material(s) Sheet metal, boder castings, propylene glycol mixture
F 6 Flow Rate
e 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
f 8244 gpd ( continuous or X intermittent)
g 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?
40 CFR Part 433 Metal Finisher
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 22 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
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 M 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)
F10 Waste transport Method by which RCRA waste is received (check all that apply)
❑ Truck ❑ Rail ❑ Dedicated Pipe
F111 Waste Description Give EPA hazardous waste number and amount (volume or mass, specify units)
EPA Hazardous Waste Number Amount Units
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER
F 12 Remediation Waste Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
❑ Yes (complete F 13 through F 15 ) ® No
F13 Waste Origm 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)
F 14 Pollutants List the hazardous constituents that are received (or are expected to be received) Include data on volume and concentration, if
known (Attach additional sheets if necessary)
F 15 Waste Treatment
a Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency)
b Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent, describe discharge schedule
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (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 23 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
SUPPLEMENTAL APPLICATION INFORMATION
PART G COMBINED SEWER SYSTEMS
If the treatment works has a combined sewer system, complete Part G
G 1 System Map Provide a map indicating the following (may be included with Basic Application Information)
a All CSO discharge points
b Sensitive use areas potentially affected by CSOs (e g , beaches, drinking water supplies, shellfish beds, sensitive aquatic ecosystems, and
outstanding natural resource waters)
C Waters that support threatened and endangered species potentially affected by CSOs
G 2 System Diagram Provide a diagram, either in the map provided in G 1 or on a separate drawing, of the combined sewer collection system that
includes the following information
a 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 dis:harge point
G3 Description of Outfall
a Outfall number
b Location
(City or town, if applicable) (Zip Code)
(County) (State)
(Latitude) (Longitude)
G Distance from shore (if applicable) ft
d Depth below surface (if applicable) ft
e Which of the following were monitored during the 13st year for this CSO?
❑ Rainfall ❑ CSO pollutant concentrations ❑ CSO frequency
❑ CSO flow volume ❑ Receiving water quality
f How many storm events were monitored during the last year?
G 4 CSO Events
a Give the number of CSO events in the last year
events (❑ actual or ❑ approx )
b Give the average duration per CSO event
hours (❑ actual or ❑ approx )
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 75EO-22 Page 24 of 22

FACILITY NAME AND PERMIT NUMBER
PERMIT ACTION REQUESTED
RIVER BASIN
MEBANE BRIDGE WWTP, NCO025071
RENEWAL
ROANOKE
c Give the average volume per CSO event
million gallons (❑ actual or ❑ approx )
d Give the minimum rainfall that caused a CSO event in the last year
Inches of rainfall
G 5 Description of Receiving Waters
a Name of receiving water
b Name of watershed/river/stream system
United State Soil Conservation Service 14 -digit watershed code (if known)
c Name of State Management/River Basin
United States Geological Survey 8 -digit hydrologic cataloging unit code (if known)
G 6 CSO Operations
Describe any known water quality impacts on the receiving water caused by this CSO (e g , permanent or intermittent beach closings, permanent or
intermittent shell fish bed closings, fish kills, fish advisories, other recreational loss, or violation of any applicable State water quality standard)
END OF PART G.
REFER TO THE APPLICATION OVERVIEW (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 25 of 22

Aerial view of the Mebane Bridge Wastewater Plant extending at least one mile
beyond the facility property boundaries.
NPDES FORM 2A Additional Information

Close up view of the Mebane Bridge Wastewater Plant with requested items marked.
y
Al
r
1� fie
NPDES FORM 2A Additional Information

Receives Force Main flows from the Junction Pump Station, the Convenant Branch Pump Station,
and the Industrial Park Pump Station.
Influent flow is measured by a Parshall Flume
Septic Waste Receiving Pump Station located before the Parshall Flume
SCREENING
Two Mechanical Bar Screens with 1 Inch clear openings.
Two collection hoppers for Transport to Landfill
GRIT REMOVAL
One chain and bucket type grit collector
Aeration System with two Positive displacement blowers.
One collection hopper for Transport to Landfill.
EXTENDED AERATION
Two Aeration Basins with a 7 MG volume each
Each Basin will have Twelve 20 HP brush aerators and three Solar powered floating mixers
Retention Time Approximately 24 hours @ 13 5 MGD flow rate
Two flow splitter boxes to regulate flow to clarifiers
Two 90 Ft. diameter clarifiers; Siphon feed, Peripheral effluent, and suction type sludge collectors.
Two 130 Ft diameter clarifiers, Siphon feed, Peripheral effluent, and suction type sludge collectors.
Wet well/Dry well recirculation station #1 with three 1550 GPM centrifugal pumps
Wet well/Dry well recirculation station #2 with three 3125 GPM centrifugal pumps
Two 800 GPM Submersible Waste Activated Sludge Pumps.
DISINFECTION
Two V -notch 500 Ib/day Automatic Chlorinator w/flow proportional controllers.
Automatic Switchover with vacuum regulator
Dual Ton Cylinder Weight Scale
One V -notch 500 Ib/day Manual Chlorinator
One flash mixing chamber with turbine type mixer for a 14,000 GPM chamber flow.
Three 74,000 gallon baffled chlorine contact basins.
CHEMICAL FEED
Storage Tank for Polymer and associated feed pumps
Storage Tank for Sodium Bisulfite and associated feed for Dechlorination
Sodium Bisulfite is used for Dechlorination
Located in common trough for all three chlorine contact basin effluents
NPDES FORM 2A Additional Information

One
DIGESTION
Four 20 HP brush aerators
Wet well/Dry well decant station
Two 300 GPM Centrifugal pumps.
Decant pumps to the recirculation wetwell.
WET WELL/DRY WELL WASTE SLUDGE PUMPING STATION
Two 150 GPM centrifugal pumps.
Pumps sludge to Sludge Holding Lagoon or day tank at Dewatering Building
SLUDGE DEWATERING and DISPOSITION
One 2.0 meter Belt Filter Press rated at 2000 pounds/hour
One 50,000 gallon sludge storage tank.
One covered, concrete 14,800 square feet dewatered sludge storage shelter
Two 2 MG Sludge Holding Lagoons (Currently unused)
Five Sludge Drying Beds (Currently used for storage of grit and rags to be transported to landfill)
One Gravity Decant Dewatering Line
One Pump Assisted Gravity Decant Dewatering Line
Decant water returns to recirculation wetwell
Sludge is Land Applied by Contracted Company
NPDES FORM 2A Additional Information

Process Flow Diagram of the Mebane Bridge Wastewater Plant, including additions
NPDES FORM 2A Additional Information

Z
O
M
Cf)
O
D
D
CL
_a
0
03
m
5
0
3
w
0
73
ATTACHMENT B - Approved Land Application Sites
City of Eden
Certification Date: April 29, 2015
Permit Number: WQ0003035 Version: 3.0
Field/ Site
Owner
Lessee
County
Latitude
Longitude
Net Acreage
Dominant Soil Series
Footnote
NC -CS -005-01
Upchurch, Steve A
Caswell
360 25'38"
790 28'49"
247
CfB - Clifford
1
NC -CS -005-02
Upchurch, Steve A
Caswell
360 25'39"
790 28'30"
36
BkB - Buckhali
1
NC -CS -005-03
Upchurch, Steve A
Caswell
360 25'06"
790 28'57"
23.7
CfB - Clifford
2
NC -CS -005-04
Upchurch, Steve A
Caswell
360 25' 06"
790 28'57"
20
CfB - Clifford
2
NC -CS -005-05
Upchurch, Steve A
Caswell
360 25'06"
790 28'57"
60
FpB — F -PF -C
2
NC -CS -005-06
Upchurch, Steve A
Caswell
360 25' 06"
790 28' 57"
3.1
NaB - Nathalie
2
NC -CS -005-07
Upchurch, Steve A
Caswell
360 25'06"
790 28'57"
34
FaC3 - Fan view
2
NC -CS -005-08
Upchurch, Steve A
Caswell
360 25'06"
790 28' 57"
42
HaB - Halifax
2
NC -CS -009-04
Hodges, Glenn
Caswell
360 24' 04"
790 27' 41"
163
RnB - Rhodiss
3
NC -CS -009-05
Hodges, Glenn
Caswell
360 23'59"
790 27'47"
164
RnB - Rhodiss
3,22
NC -CS -009-06
Hodges, Glenn
Caswell
360 24'00"
790 28' 12"
21
CfB - Clifford
3,22
NC -CS -009-07
Hodges, Glenn
Caswell
360 23'56"
790 27' 53"
6.9
RnB - Rhodiss
3
NC -CS -009-08
Hodges, Glenn
Caswell
360 23'56"
790 28' 12"
4.8
CfB - Clifford
3,22
Totalfor Caswell County
1172
NC -RC -005-01
Nichols, Michael D
Rockingham
360 29'24"
790 36'06"
26
CgB2 — Clifford
4
NC -RC -005-02
Nichols, Michael D
Rockingham
360 29'21"
790 36'27"
18.7
CgB2 — Clifford
4
NC -RC -005-03
Stephens, Michael Douglas
Rockingham
360 29' 11"
790 36'22"
4.1
Cg132 — Clifford
4
NC -RC -005-04
Stephens, Michael Douglas
Rockingham
360 28'44"
790 36'42"
34
CgB2 — Clifford
5
NC -RC -005-05
Stephens, Michael Douglas
Rockingham
360 25'57"
790 36' 39"
54
CgB2 — Clifford
5
NC -RC -005-06
Stephens, Michael Douglas
Rockingham
360 28'49"
79c361 47"
23
Cg132 — Clifford
5
NC -RC -005-07
Stephens, Michael Douglas
Rockingham
360 28'57"
790 36'53"
82
CgB2 — Clifford
5
NC -RC -005-08
Stephens, Chad
Stephens, Michael Douglas
Rockingham
360 28' 56"
790 37' 00"
53
CgB2 — Clifford
5
NC -RC -005-09
Stephens, Chad
Stephens, Michael Douglas
Rockingham
360 28'48"
790 36'54"
27
CgB2 — Clifford
5
NC -RC -005-11
Nichols, Michael D.
Rockingham
360 29'58"
790 36' 12"
172
Cg132 — Clifford
6
NC -RC -006-02
Pryor, W L
Rockingham
360 31' 15"
790 34'54"
20
CgB2 — Clifford
7
Y "�VVVJVJJ V uIsIVII J.V
Attachment B
Page 1 of 4

ATTACHMENT B - Approved Land Application Sites
City of Eden
Certification Date: April 29, 2015
Permit Number: WQ0003035 Version: 3.0
Field/ Site
Owner
Lessee County
Latitude
Longitude
Net Acreage
Dominant Sod Series
Footnote
NC -RC -006-03
Pryor, W L
Rockingham
36° 31' 21"
790 34'53"
6.4
CgB2 — Clifford
7
NC -RC -006-06
Pryor, W L
Rockingham
360 31' 17"
790 34'45"
0.8
CgB2 — Clifford
7
NC -RC -006-07
Pryor. W L
Rockingham
360 31' 25"
790 34'47"
2.9
CgB2 — Clifford
7
NC -RC -006-08
Pryor, W L
Rockingham
36" 3F3 V
790 34'38"
12.0
CfB -Clifford
7
NC -RC -006-09
Pryor, W L
Rockingham
36° 31' 29"
79° 34' 38"
5.1
CfB - Clifford
7
NC -RC -006-10
Pryor, W L
Rockingham
360 31' 28"
790 34'44"
18
NaB - Nathalie
7
NC -RC -006-11
Pryor, W L
Rockingham
36° 31' 20"
790 34'48"
1.8
CgB2 — Clifford
7
NC -RC -011-01
Tuttle, Gray
Rockingham
360 27' 18"
790 49'26"
90
CmB - Clover
8.22
NC -RC -011-02
Tuttle, Gray
Rockingham
36° 27'08"
19" 49'28"
178
CmB - Clover
8
NC -RC -011-03
Tuttle, Gray
Rockingham
360 27'33"
790 49'39"
16.8
CmB - Clover
8
NC -RC -011-04
Tuttle; Gray
Rockingham
36` 2745"
79° 49' 15"
12.8
LaB - Lackwtown
8
NC -RC -011-05
Tuttle, Gray
Rockingham
360 27' 15"
790 49'45"
2.3
LaB - Lackwtown
8
NC -RC -011-06
Tuttle, Gray
Rockingham
36° 2720"
790 49'25"
11.6
CnB2 - Clover
8
NC -RC -011-07
Tuttle, Gray
Rockingham
336'27'10"
790 49'20"
4.1
CnB2 - Clover
8
NC -RC -025-05
Kenneth E Tuttle, Sr.
Tuttle, Kenny Rockingham
360 2652"
790 49'30"
24
CnD2 - Clover
9
NC -RC -025-06
Kenneth E Tuttle, Sr.
Tuttle, Kenny Rockingham
36° 26' 52"
790 49'24"
25
CnD2 - Clover
9
NC -RC -025-08
Kenneth E. Tuttle, Sr
Tuttle, Kenny Rockingham
36° 26'57"
790 49'24"
8.5
CnB2 - Clover
9
NC -RC -026-01
French, Manan W.
French, Claude Auman Rockingham
36'25'21"
790 38'33"
23.8
FrD2 — F -PF -C
10,11
NC -RC -026-02A
French, Marian W
French, Claude Auman Rockingham
360 25'42"
790 38'43"
65
CgB2 — Clifford
10
NC -RC -026-02B
French, Marian W
French, Claude Auman Rockingham
360 25'3 1 "
79" 38'33"
120
Cg132 — Clifford
10
NC -RC -026-03
French, Marian W.
French, Claude Auman Rockingham
36'25'33"
790 38'48"
119
CgB2 — Clifford
10
NC -RC -026-04
French, Marian W
French, Claude Auman Rockingham
360 25'26"
790 38'40"
6.4
FrD2 — F -PF -C
10
NC -RC -026-05
French, Marian W
French, Claude Auman Rockingham
360 25'22"
790 38'41"
93
CgB2 — Clifford
11
NC -RC -026-06
French, Marian W.
French, Claude Auman Rockingham
360 25' I 8"
79" 38'51"
8.6
RnB - Rhodiss
11,22
NC -RC -027-01
French, Claude Auman
Rockingham
360 25'39"
790 39' 19"
4.0
CgB2 — Clifford
12
WQ0003035 Version 3 0
Attachment B
Page 2 of 4

ATTACHMENT B - Approved Land Application Sites
City of Eden
Certification Date: April 29, 2015
Permit Number: WQ0003035 Version: 3.0
Field/ Site
Owner
Lessee
County
Latitude
Longitude
Net Acreage
Dominant Soil Series
Footnote
NC -RC -027-02
French, Claude Auman
Rockingham
36125'31"
790 39117"
87
CgB2 — Clifford
12
NC -RC -028-01
Dickerson, James Elmer
Rockingham
36128'57"
790 36' 16"
9.3
CgB2 — Clifford
13
NC -RC -029-01
Royster, Vickie
Rockingham
360 29'52"
790 51' 55"
9.7
CgB2 — Clifford
14
NC -RC -029-02
Royster, Vickie
Rockingham
36'29'52"
790 51'55"
1.0
CgB2 — Clifford
14
NC -RC -042-02
Young, Samuel H
Rockingham
360 27'26"
790 5 P 26"
9.3
CnB2 - Clover
15,22
NC -RC -042-04
Young, Samuel H
Rockingham
360 27'24"
790 52'01"
84
CnD2 - Clover
15,22
NC -RC -105-01
Knight. Barry
Rockingham
36' 25'50"
790 49'3 1
30
CmB — Clover
16
NC -RC -105-02
Knight, Barry
Rockingham
360 25'45"
79" 49' 34"
13 3
PnC —Pinkston
16
NC -RC -105-03
Knight, Barry
Rockingham
36° 25'42"
79" 49'24"
13.4
CmB — Clover
16
NC -RC -105-04
Knight, Barry
Rockingham
36° 25'55"
790 49'25"
56
CmB — Clover
16
NC -RC -105-05
Kmght, Barry
Rockingham
360 25'58"
790 49'33"
3.1
CmB — Clover
16
NC -RC -105-06
Knight, Barry
Rockingham
36- 25'54"
790 49'37"
2.5
CmB — Clover
16
NC -RC -115-01
Tredway, William
Rockingham
360 21'29"
790 53' 09"
10.6
PoD—Poplar Forest
17
NC -RC -115-02
Tredway, William
Rockingham
360 31' 23"
790 53' 06"
59
PpB2—Pop1w Forest
17
NC -RC -115-03
Tredway, William
Rockingham
36° 29' 56"
79" 52'04"
137
CgB2 —Clifford
18
NC -RC -116-01
Sigmon, Larry R
Rockingham
36'32'17"
790 41'38"
18 8
SpB - Spray
19
NC -RC -117-01
Charles L O'Bryant, Jr.
Charles L. O'Bryant, III
Rockingham
36" 16' I8"
790 45'58"
15.4
CgB2 — Clifford
20
NC -RC -117-02
Charles L O'Biyant, Jr.
Charles L. O'Bryant, III
Rockingham
36. 1611611
79° 46'04"
13.4
CgB2 — Clifford
20
NC -RC -117-03
Charles L. O'Bryant, Jr.
Charles L. O'Bryant, III
Rockingham
36° 16' 13"
790 46' 11"
40
CgB2 — Clifford
20
NC -RC -117-04
Charles L O'Bryant, Jr.
Charles L O'Bryant, III
Rockingham
36° 15' 54" 1
79° 46' 60"
14.3
CgB2 — Clifford
21
Total for Rockfugham County
4564
Total
573.6
I See Figure 1
2 See Figure 2
3. See Figure 3
WQ0003035 Version 3.0 Attachment Page 3 of

Printed 1 011 612 01 7 FIELDS APPLIED BY SYNAGRO Pagel of 1
1!1!2015 thru 8/31/2017
Project: EDEN. NC
Field Latitude/Longitude Landowner
STATE: NORTH CAROLINA
COUNTY: ROCKINGHAM
NC -RC -00005-0-0001- 36.29247 79.36'06' DOUG STEPHENS
NC -RC -00005-0-0002- 36-29'21"179.36'27' DOUG STEPHENS
NC -RC -00005-0-0003- 36 29'i i'7 79 36'22' DOUG STEPHENS
NC -RC -00005-0-0007- 36 28'577 79 36'53" DOUG STEPHENS
NC -RC -00005-0-0008- 36 28'66"179 3700" AUBREY STEPHENS
NC -RC -00005-0-0009- 36 28'48"179 36'54" AUBREY STEPHENS
NC -RC -00005-0-0011- 36 28'58"i 79.36'12" DOUG STEPHENS
NC -RC -00011-0-0001- 36 27'41"179 49'26" GRAY TUTTLE
NC -RC -00011-0-0001- 36 27'417 79 49'26" GRAY TUTTLE
NC -RC -00011-0-0002- 36.2708'7 79 49'28" GRAY TUTTLE
NC -RC -00011-0-0004 36 27'457179 49'i 5" GRAY TUTTLE
NC -RC -00011-0-0006- 36 27'20'179 49'25" GRAY TUTTLE
NC -RC -00026-0-0001- 36 25'21"j'79 38'33" CLAUDE FRENCH
NC -RC -00026-0-0001- 36 25'217 79 38'33" CLAUDE FRENCH
NC -RC -00026-0-0002-A 36 25'31'179 38'33" CLAUDE FRENCH
NC -RC -00026-0-0003- 36 25'33"179 38 48" CLAUDE FRENCH
NC -RC -00026-0-0004- 36 25'26'179 38 40" CLAUDE FRENCH
NC -RC -00026-0-0004- 36 25'26'179 38'40" CLAUDE FRENCH
NC -RC -00077-0-0002- 36,25'31"1 78.3817" ADMAN FRENCH
NC -RC -00028-0-0001- 36 28'57"179 36'16" ELMER DICKERSON
NC-RC-0042-0-OOC2- 36 27'26"179 51'26" S HERBERT YOUNG, JR
NC -RC -00105-0-0001- 36 25'50"179 49'31" BARRY KNIGHT
NC -RC -00105-0-0001- 36 25'50'7 79 49'31" BARRY KNIGHT
NC -RC -00105-0-0002- 36 2545"179 49'34" BARRY KNIGHT
NC -RC -00105-0-0003- 36 2542"179 49'24" BARRY KNIGHT
NC -RC -00105-0-0003- 36.2542"179.49'24" BARRY KNIGHT
NC -RC -00105-0-0004- 36 25 55"179 4925" BARRY KNIGHT
NC -RC -00105-0-0005- 35 25 58"179 49'33" BARRY KNIGHT
NC -RC -00105-0-0006- 36,255,"179,49'37" BARRY KNIGHT
NC -RC -00105-0-0006- 36 25'5"179 49'37" BARRY KNIGHT
NC -RC -00115-0-0001- 36 31'29"179 53'09" WILLIAM TREDWAY
NC -RC -00115 C-0003- 35 29'56"179 52'04" WILLIAM TREDWAY
NC -RC -00116-0-0001- 36 32';7"/ 7941'38" LARRYSIGMON
NC -RC -00117-0-0001- 36 16'18"179 4658" CHARLES O'BRYANT, JR
NC -RC -00117-0-0001- 36 16'18"179 45'58" CHARLES O'BRYANT, JR
NC -RC -00117-0-0002- 36 1616"179 46 04" CHARLES O'BRYANT, JR
Acres
Hec-
tares
Dry
Tons
DMT
Applied
DTIAC DMT/HA
Applied Applied
Plant Available
Nitrogen Applied Plariing Harvest
(lbstac) (kgfha) Crop Date ' Date
260
1 1
11 42
1036
439
9 84
126 31
14146 FESCUE PASTURE
1870
76
3426
31.07
1.83
410
5268
59.01 FESCUE PASTURE
410
17
4546
4123
1109
2484
23750
26611 FESCUE HAY
820
33
3806
3452
4 64
1040
13349
14951 FESCUE PASTURE
530
21
2474
2244
457
11346
134 25
"50.36 FESCUE HAY
270
1 1
5.71
518
211
474
6081
6811 FESCUE HAY
1720
7.0
9557
8668
556
1245
13955
156.30 FESCUE PASTURE
870
35
1713
1554
197
441
5652
63-41 CORN
900
36
2287
2074
254
569
6092
6823 CORN GRAIN
1780
72
7220
6548
406
909
106 15
121.13 FESCUE HAY
1280
5.2
3430
31.11
268
600
6425
7196 FESCUE HAY
1160
47
' 15 67
10491
997
2234
23475
26292 FESCUE HAY
1800
73
4212
38.20
234
5,24
7303
81.79 FESCUE
2380
9.6
6419
58.22
270
504
66.95
7498 FESCUE PASTURE
650
26
1143
10 37
176
394
4217
4723 FESCUE PASTURE
1190
48
3430
31 11
288
646
69 11
7740 SOYBEANS
580
23
1282
1163
221
495
6898
7726 FESCUE
640
2.6
21.40
1941
334
749
8299
9295 FESCUE PASTI IRE
8 70
3o
0292
4800
608
1363
14310
16027 FESCUE HAY
750
30
4313
3911
575
1288
170 75
191 24 FESCUE HAY
930
38
15.12
1371
163
364
38.25
4284 FESCUE PASTURE
300
12
2010
1823
670
1501
134 71
15088 FESCUE HAY
300
12
1043
946
348
778
9066
10154 SOYBEANS
1330
54
Z7 07
42 69
354
793
80 Oa
8965 FESCUE PASTURE
1340
54
45 18
4098
337
755
8795
9851 FESCUE HAY
13,40
5.4
4955
4494
370
828
8866
9929 FESCUE PASTURE
560
2.3
2412
2188
431
965
8660
9699 FESCUE PASTURE
310
13
2896
2627
934
2093
18239
20428 FESCUE HAY
250
1.0
1005
912
402
900
8083
9053 FESCUE HAY
250
10
889
788
348
778
9066
101• 54 SOYBEANS
10 60
43
7447
6754
703
1574
13327
14926 FESCUE HAY
1370
55
118.53
10751
865
193a
20409
22888 FESCUE HAY
1880
76
8284
7513
4 41
9.87
9353
10475 FESCUE HAY
1540
62
7586
6881
4,93
1103
12228
13695 FESCUE HAY
1610
65
6043
5481
375
841
11715
13121 FESCUE HAY
1560
63
2381
2159
153
342
47.63
5334 FESCUE PASTURE
* Fields where no Planting Date is listed the biosolidstresiduals were applied to an existing crop.
** Fields where no Harvest Date is listed the crop was harvested through multiple hay cuttings and/or through grazing.

Mebane Bridge Facility Description
CAPACITY
13.5 MGD
ivi
Receives Force Main flows from the Junction Pump Station, the Convenant Branch Pump Station,
and the Industrial Park Pump Station.
Influent flow is measured by a Parshall Flume.
Septic Waste Receiving Pump Station located before the Parshall Flume.
SCREENING
Two Mechanical Bar Screens with 1 inch clear openings.
Two collection hoppers for Transport to Landfill.
GRIT REMOVAL
One chain and bucket type grit collector.
Aeration System with two Positive displacement blowers.
One collection hopper for Transport to Landfill.
EXTENDED AERATION
Two Aeration Basins with a 7 MG volume each.
Each Basin will have: Twelve 20 HP brush aerators and three Solar powered floating mixers.
Retention Time Approximately 24 hours @ 13.5 MGD flow rate.
Two flow splitter boxes to regulate flow to clarifiers.
Two 90 Ft. diameter clarifiers; Siphon feed, Peripheral effluent, and suction type sludge collectors.
Two 130 Ft. diameter clarifiers; Siphon feed, Peripheral effluent, and suction type sludge collectors.
Wet well/Dry well recirculation station #1 with three 1550 GPM centrifugal pumps.
Wet well/Dry well recirculation station #2 with three 3125 GPM centrifugal pumps.
Two 800 GPM Submersible Waste Activated Sludge Pumps.
DISINFECTION
Two V -notch 500 Ib/day Automatic Chlorinator w/flow proportional controllers.
Automatic Switchover with vacuum regulator.
Dual Ton Cylinder Weight Scale.
One V -notch 500 Ib/day Manual Chlorinator.
One flash mixing chamber with turbine type mixer for a 14,000 GPM chamber flow.
Three 74,000 gallon baffled chlorine contact basins.
CHEMICAL FEED
Storage Tank for Polymer and associated feed pumps
Storage Tank for Sodium Bisulfite and associated feed for Dechlorination
DECHLORINATION
Sodium Bisulfite is used for Dechlorination
Located in common trough for all three chlorine contact basin effluents.
NPDES FORM 2A Additional Information