NC0025321_Renewal (Application)_20150603

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
FORM
2A NP - A 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 6.1 through B.6.
C. Certification. All applicants must complete Part C (Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D(Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 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 RsterrCUIyeiyfVg
Data):
1. Has a design flow rate greater than or equal to 1 mgd, JUN 0 3 2015
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. Water y
Permittingg Section
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

r
FACIUTY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
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.
RECEIVEDIDENRIDWR
JUN 0 3 2015
Water Quality
Permitting Section
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 2 of 22

A.1. Facility information.
Facility Name TOWN OF WAYNESVILLE WWTP
Mailing Address 566 WALNUT TRAIL RECEIVED/DENR/DWR
WAYNESVILLE.NC 28785
JUN 0 3 2015
Contact Person Ronnie Norris
Water Quality
Title SUPERINTENDENT Permitting Section
Telephone Number [phone]
Facility Address 566 WALNUT TRAIL
(not P.O.Box) WAYNESVILLE,NC 28785
A.2. Applicant Information. If the applicant is different from the above,provide the following:
Applicant Name TOWN OF WAYNESVILLE
Mailing Address PO BOX 100
WAYNESVILLE,NC 28786
Contact Person David Foster
Title Director of Public Services
Telephone Number 0281456-3706
Is the applicant the owner or operator(or both)of the treatment works?
X owner 0 operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
0 facility X 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 NC0025321 PSD
UIC Other WQ0013116(BIOSOLIDS)
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
TOWN OF WAYNESVILLE 9800 SEPARATE MUNICIPAL
JUNALUSKA SANITARY DISTRICT 4000 SEPARATE SANITARY DISTRICT
LAKE JUNALUSKA ASSEMBLY 1200 SEPARATE PRIVATE
TOWN OF CLYDE 1250 SEPARATE MUNICIPAL
TOWN OF MAGGIE VALLEY 150 SEPARATE MUNICIPAL
Total population served 16400
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 3 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes x 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 x No
A.6. 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 12"'month of"this year"occurring no more than three months prior to this application submittal.
a. Design flow rate 6.0 mgd
•Two Years Ago Last Year This Year
b. Annual average daily flow rate 3.656 3.032 3.523
c. Maximum daily flow rate 6.12 6.07 5.57
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.
X Separate sanitary sewer 100 °6
❑ Combined storm and sanitary sewer °U
A.8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? X Yes 0 No
If yes,list how many of each of the following types of discharge points the treatment works uses:
i. Discharges of treated effluent 1
ii. Discharges of untreated or partially treated effluent 0
iii. Combined sewer overflow points 0
iv. Constructed emergency overflows(prior to the headworks) 0
v. Other 0
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.? 0 Yes X No
If yes,provide the following for each surface impoundment:
Location:
Annual average daily volume discharge to surface impoundment(s) mgd
Is discharge 0 continuous or 0 intermittent?
c. Does the treatment works land-apply treated wastewater? 0 Yes X No
If yes,provide the following for each land application site:
Location:
Number of acres:
Annual average daily volume applied to site: mgd
Is land application 0 continuous or 0 intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? 0 Yes X No
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 4 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
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 tnrdc,pipe).
If transport is by a party other than the applicant,provide:
Transporter Name
Mailing Address
Contact Person
Title
Telephone Number ( )
For each treatment works that receives this discharoe,provide the following:
Name
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 injection): 0 Yes X No
If yes,provide the following for each disposal method:
Description of method(including location and size of site(s)if applicable):
Annual daily volume disposed by this method:
' Is disposal through this method 0 continuous or 0 intermittent?
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 5 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
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 WAYNESVILLE 28785
(City or town,if applicable) (Zip Code)
HAYWOOD NC
(County) (State)
35°33'02" 82°56'58"
(Latitude) (Longitude)
c. Distance from shore(if applicable) 2 ft.
d. Depth below surface(if applicable) 2 ft.
e. Average daily flow rate 3.266 mgd
f. Does this outfall have either an intermittent or a periodic discharge? 0 Yes X 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? 0 Yes X No
A.10. Description of Receiving Waters.
a. Name of receiving water PIGEON RIVER
b. Name of watershed(if known) Richland Creek—Pigeon River
United States Soil Conservation Service 14-digit watershed code(if known):
c. Name of State Management/River Basin(if known):French Broad
United States Geological Survey 8-digit hydrologic cataloging unit code(If known): 06010105
d. Critical low flow of receiving stream(if applicable)
acute cfs chronic 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 6 of 22

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FACIUTY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
X Primary X Secondary
❑ Advanced 0 Other. Describe:
b. Indicate the following removal rates(as applicable):
Design BOD5 removal 2f Design CBOD5 removal 80 %
Design SS removal 80 %
Design P removal %
Design N removal
Other
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season,please describe:
CHLORINE
If disinfection is by chlorination is dechlorination used for this outfall? X Yes 0 No
Does the treatment plant have post aeration? 0 Yes X 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 throuah which effluent Is
discharaed. 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.
Outfall number. 001
MAXIMUM DAILY VALUE AVERAGE DAILY VALUE
PARAMETER
Value Units Value Units Number of Samples
pH(Minimum) 6.0 s.u.
pH(Maximum) 7.5 s.u. ///,
Flow Rate 6.12 MGD 3.266 MGD 1068
Temperature(Winter) 17 °C 12.87 °C 416
Temperature(Summer) 23 °C 20.87 °C 343
*For pH please report a minimum and a maximum daily value
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE ANALYTICAL
POLLUTANTMUMDL
METHOD
Conc. Units Conc. Units Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN BOD5 42 MG/L 8.34 MG/L 1068 SM5210-B2001 2
DEMAND(Report one) CBOD5
FECAL COLIFORM 2000 Counts/100 100cOO"t5700 1068 MF)897 1
TOTAL SUSPENDED SOLIDS(TSS) 60 Mg/I 8.57 Mg/I 1068 SM2540-D1997 5
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 7 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRBO5
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.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.
1.000.000 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
$400.000 annual budget for sewer system rehabilitation. Smoke and dye testing.video and physical inspection are used to identify line
and manholes for replacement and point repairs. SUO requires tributary systems and private services to comply with ITT measures
as well. 2014-15 replaced 3400LF sewer 2040 LF laterals plus 11 manholes. Video inspected 10.600LF
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 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.
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? 0 Yes X 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:
Mailing Address:
Telephone Number. ( )
Responsibilities of Contractor.
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 8 0122

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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
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 other Federal/State requirements been obtained? 0 Yes 0 No
Describe briefly:
B.6. EFFLUENT TESTING DATA(GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not include Information
on combine sewer overflows In this section. All Information reported must be based on data collected through analysis conducted
using 40 CFR Part 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
POLLUTANTMETHOD MLIMDL
Conc. Units Conc. Units Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA(as N) 15 mg/I 1.32 mg/I 1068 SM4500NH3-01997 0.3
CHLORINE(TOTAL 27 ug/1 <20 ugh 1068 SM4500CI-G 2000 20
RESIDUAL,TRC)
DISSOLVED OXYGEN 11.9 mg/I 8.3 mg/I 1068 HACHLD010360 1
TOTAL KJELDAHL 9.33 mg/I 2.67 mg/I 17 EPA 351.2 .02,0.11,0.1,0.2
NITROGEN(TKN)
NITRATE PLUS NITRITE 8.92 mg/1 4.86 mg/ 17 SM4500-NO3H 0.011,0.026,1,0.5
NITROGEN ,0.2
OIL and GREASE <22 mg/I <7.16 mg/I 7 EPA 1664A 1.2,0.71,5
PHOSPHORUS(Total) 9.02 mg/I 1.66 mg/I 17 EPA 200.7 0.02
TOTAL DISSOLVED SOLIDS 880 mg/I 424 mg/I 5 SM2540C 10
(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. 1 Page 9 of 22

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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
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:
0 Basic Application Information packet Supplemental Application Information packet:
X Part D(Expanded Effluent Testing Data)
X Part E(Toxicity Testing: Biomonitoring Data)
X Part F(Industrial User Discharges and RCRA/CERCLA Wastes)
0 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 David Foster,Direct r of Public Services
Signature 3
Telephone number j828)456-3706
Date signed 51 a-%l 115
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 10 of 22

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FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
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 CIA/QC requirements of 40 CFR Part 136 and
other appropriate QNQC 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 Number ANALYTICAL MLIMDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
METALS(TOTAL RECOVERABLE),CYANIDE,PHENOLS,AND HARDNESS.
ANTIMONY <50 ug/I <1.17 lbs <12.4 ug/I 50,0.29 lbs 5 EPA 200.7 50'1'5'.76,
ARSENIC <10 ugh <0.44 lbs <5.31 ug/I <.14 lbs 17 EPA 200.8 1�2 i0
BERYLLIUM <5 ugh <0.12 lbs <1.52 ug/I 0.45 0.04 lbs 5 EPA 200.8 0.45 0.12,
CADMIUM <1 ugh <0.04 lbs <0.52 ug/I <0.01 lbs 17 EPA 200.8 0.3.09,1.1,
CHROMIUM <5 ug/I <0.22 lbs <2.4 ug/I <0.06 lbs 17 EPA 200.8 596,5
COPPER 16 ug/I 0.35 lbs 7.22 ug/I 0.20 lbs 17 EPA 200.8 .47,1.8,.6,
LEAD <5 ug/I <0.22 lbs <2.5 ug/I .6,0.07 lbs 17 EPA 200.8 '6,..6548'
MERCURY 27 ng/l 0.001 lbs 8.68 ng/1 0.0003 lbs 17 EPA 1631E .27,:
2.8,.3,.36,
NICKEL <10 ug/I <0.44 lbs <5.44 ugh <0.14 lbs 17 EPA 200.8 .4,10
SELENIUM <10 u I <0.44 lbs <6.13 I <0.16 lbs 17 EPA 200.8 1.9,4.1,
g/ u 2.3,1.5,10
SILVER <5 ug/I <0.14 lbs <3.68 ug/1 <0.09 lbs 7 EPA 200.8 0.48'5.25,
< <1.17 lbs <11 ug/I <0.26 lbs 5 EPA 200.8 1.1'2.7,50,
THALLIUM 50 ugll 9/ 0.5
ZINC 77 ug/I 2.18 lbs 41 ug/I 1.08 lbs 17 EPA 200.8 2.2,105,5.5,
CYANIDE 10 ug/I 0.22 lbs 3.82 ug/I 0.10 lbs 17 SM4500-CNE 14,
1.9,1.4,10,5
TOTAL PHENOLIC <27 ugh <0.74 lbs <13 ug/I <0.35 lbs 5 EPA 420.1 16.27,5
COMPOUNDS
HARDNESS(as CaCO3) 610 mg/l 17246 lbs 327.6 mgA 8013 lbs 5 EPA 200.7 57.1,5,10
Use this space(or a separate sheet)to provide information on other metals requested by the permit writer
Molybdenum <10 ug/1 <0.44 lbs <4.69 ug/I <0.12 lbs 17 EPA 200.8 0.51,10.0
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:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL ML/MDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
VOLATILE ORGANIC COMPOUNDS
ACROLEIN <100 ug/I <2.75 lbs <43 ug/I <1.17 lbs 5 EPA 624 100,5
ACRYLONITRILE <100 ug/I <2.75 lbs <43 ug/I <1.17 lbs 5 EPA 624 100,5
BENZENE <5 ug/I <0.14 lbs <3.2 ug/I <0.08 lbs 5 EPA 624 5,2
BROMOFORM <5 ug/1 <0.14 lbs <3.2 ug/I <0.08 lbs 5 EPA 624 5,2
CARBON <5 ug/I <0.14 lbs <3.2 ug/I <0.08 lbs 5 EPA 624 5,2
TETRACHLORIDE
CHLOROBENZENE <5 ug/I <0.14 lbs <3.2 ug/I <0.08 lbs 5 EPA 624 5,2
CHLORODIBROMO- <5 ug/I <0.14 lbs <3.2 ug/I <0.08 lbs 5 EPA 624 5,2
METHANE
CHLOROETHANE <10 ug/I <0.28 lbs <5.2 ug/I <0.14 lbs 5 EPA 624 10,2
2-CHLOROETHYLVINYL <10 ug/I <0.28 lbs <7 ug/I <0.18 lbs 5 EPA 624 10,5
ETHER
CHLOROFORM <5 ug/I <0.14 lbs <3.72 ug/I <0.09 lbs 5 EPA 624 5,2
DICHLOROBROMO- <5 ug/I <0.14 lbs <3.2 ug/I <0.08 lbs 5 EPA 624 5,2
METHANE
1,1-DICHLOROETHANE <5 ug/I <0.14 lbs <3.2 ug/I <0.08 lbs 5 EPA 624 5,2
1,2-DICHLOROETHANE <5 ug/I <0.14 lbs <3.2 ug/1 <0.08 lbs 5 EPA 624 5,2
TRANS-I,2-DICHLORO- <5 ug/l <0.14 lbs <3.2 ug/I <0.08 lbs 5 EPA 624 5,2
ETHYLENE
1,1-DICHLORO- <5 ug/I <0.14 lbs <3.2 ug/I <0.08 lbs 5 EPA 624 5,2
ETHYLENE
1,2-DICHLOROPROPANE <5 ug/I <0.14 lbs <3.2 ug/I <0.08 lbs 5 EPA 624 5,2
1,3-DICHLORO- <5 ug/I <0.14 lbs <2.6 ug/I <0.07 lbs 5 EPA 624 5,1
PROPYLENE
ETHYLBENZENE <5 ug/I <0.14 lbs <3.2 ug/I <0.08 lbs 5 EPA 624 5,2
METHYL BROMIDE <10 ug/I <0.28 lbs <5.2 ug/I <0.14 lbs 5 EPA 624 10,2
METHYL CHLORIDE <10 ug/I <0.28 lbs <5.2 ug/1 0.14 lbs 5 EPA 624 10,2
METHYLENE CHLORIDE <6 ug/I <0.14 lbs <3.2 ug/I <0.08 lbs 5 EPA 624 5,2
1,1,2,2-TETRA- <5 ug/1 <0.14 lbs <3.2 ug/I <0.08 lbs 5 EPA 624 5,2
CHLOROETHANE
TETRACHLORO- <5 ug/1 <0.14 lbs <3.2 ug/1 <0.08 lbs 5 EPA 624 5,2
ETHYLENE
TOLUENE <5 ug/I <0.14 lbs <3.2 ug/I <0.08 lbs 5 EPA 624 5,2
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:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
Outfall number. 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL ML/MDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
1,1,1- <5 ug/I <0.14 lbs <3.2 ug/I <0.08 lbs 6 EPA 824 5,2
TRICHLOROETHANE
1,1,2- <6 ug/I <0.14 lbs <3.2 ug/I <0.08 lbs 6 EPA 624 5,2
TRICHLOROETHANE
TRICHLOROETHYLENE <6 ug/I <0.14 lbs <3.2 ug/I <0.08 lbs 5 EPA 624 5,2
VINYL CHLORIDE <10 ug/I <0.28 lbs <5.2 ug/I <0.14 lbs 5 EPA 624 10,2
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 <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
2-CHLOROPHENOL <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 825 10,5
2,4-DICHLOROPHENOL <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
2,4-DIMETHYLPHENOL <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 825 10,5
4,6-DINITRO-O-CRESOL <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
2,4-DINITROPHENOL <20 ugh <0.47 lbs <13 ug/I <0.31 lbs 5 EPA 625 20,10,5
2-NITROPHENOL <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
4-NITROPHENOL <50 ugh <1.38 lbs <24 ugh <0.64 lbs 5 EPA 825 50,10,5
PENTACHLOROPHENOL <10 ugh <0.28 lbs <9 ugh <0.22 lbs 5 EPA 625 10,5
PHENOL <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
I
TRICCHLOROPHENOL <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
TR
Use this space(or a separate sheet)to provide information on other acid-extractable compounds requested by the permit writer
BASE-NEUTRAL COMPOUNDS
ACENAPHTHENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
ACENAPHTHYLENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
ANTHRACENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 825 10,5
BENZIDINE <100 ugh <2.75 lbs <88 ugh <2.23 lbs 5 EPA 825 100,80
BENZO(A)ANTHRACENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
BENZO(A)PYRENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
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:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
Outfall number. 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL MLIMDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
3,4 BENZO- <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
FLUORANTHENE
BENZO(GHI)PERYLENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 825 10,5
BENZO(K) <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
FLUORANTHENE
BIS(2-CHLOROETHOXY) <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
METHANE
BIS(2-CHLOROETHYL)- <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
ETHER
BIS(2-CHLOROISO- <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
PROPYL)ETHER
BIS(2-ETHYLHEXYL) <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
PHTHALATE
4-BROMOPHENYL <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
PHENYL ETHER
BUTYL BENZYL <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
PHTHALATE
2-CHLORO- <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
NAPHTHALENE
4-CHLORPHENYL <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
PHENYL ETHER
CHRYSENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 825 10,5
DI-N-BUTYL PHTHALATE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
DI-N-OCTYL PHTHALATE <10 ugh <0.28 lbs <7 ug/I <0.18 lbs 5 EPA 625 10,5
DIBENZO(A,H) <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
ANTHRACENE
1,2-DICHLOROBENZENE <10 ugh <0.28 lbs <5.2 ugh <0.14 lbs 5 EPA 624 10,2
1,3-DICHLOROBENZENE <10 ugh <0.28 lbs <5.2 ugh <0.14 lbs 5 EPA 624 10,2
1,4-DICHLOROBENZENE <10 ugh <0.28 lbs <5.2 ugh <0.14 lbs 5 EPA 624 10,2
3,3-DICHLORO- <50 ugh <1.38 lbs <23 ugh <0.62 lbs 5 EPA 625 50,5
BENZIDINE
DIETHYL PHTHALATE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
DIMETHYL PHTHALATE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
2,4-DINITROTOLUENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
2,6-DINITROTOLUENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
1,2-DIPHENYL- <10 ug/I <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
HYDRAZINE
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 14 of 22

•
FACIUTY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
Outfall number. 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL ML/MDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
FLUORANTHENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 825 10,5
FLUORENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
HEXACHLOROBENZENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
HEXACHLORO- <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
BUTADIENE
HEXACHLOROCYCLO- <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
PENTADIENE
HEXACHLOROETHANE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
INDENO(12,3-CD) <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 825 10,5
PYRENE
ISOPHORONE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 825 10,5
NAPHTHALENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 825 10,5
NITROBENZENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
N-NITPROP AMINE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
PROPYLAMINE
N-NITROSODI-
METHYLAMINE
<10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
N-NITROSODI- <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 825 10,5
PHENYLAMINE
PHENANTHRENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
PYRENE <10 ugh <0.28 lbs <7 ugh <0.18 lbs 5 EPA 625 10,5
1,2,4- <10 ugh <0.28 lbs <10 ugh <0.14 lbs 5 EPA 624 10,2
TRICHLOROBENZENE
Use this space(or a separate sheet)to provide information on other base-neutral compounds requested by the permit writer
Use this space(or a separate sheet)to provide information on other pollutants(e.g.,pesticides)requested by the permit writer
END OF PART D.
REFER TO THE APPLICATION OVERVIEW(PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 15 of 22

•
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Waynesville WWTP,NC0025321 Renewal French Broad,FRB05
•
SUPPLEME'NTAk APPLIC/A7TION`INFQRMA IO •
N
l yR 4 k
POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity teats 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 138 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 pest 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 aro available that contain all of the information requested
below,they may be submitted in place of Part E.
If no biomonitonng 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.
3 chronic 0 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. 1 Test number. 2 Test number. 3 Test number: 4
a. Test information.
Test Species&test method number C.dubla C.dubfa C.dubla C.dubla
EPA 1002.0 EPA 1002.0 EPA 1002.0 EPA 1002.0
Age at initiation of test <24-hours old <24-hours old <24-hours old <24-hours old
Outfall number 001 001 001 001
Dates sample collected February 03-06,2014 May 05-08,2014 August 04-07,2014 November 03-06,
2014
Date test started February 05,2014 May 07,2014 August 06,2014 November 05,2014
Duration 7-days 7-days 7-days 7-days
b. Give toxicity test methods foNowed.
Manual title Short-term Methods for Estimating the Chronic Toxicity of Effluents and Receiving Waters to
Freshwater Organisms,EPA-821-R-02-013
Edition number and year of publication Fourth Edition,October 2002
Page number(s) 1—336
c. Give the sample collection method(s)used. For multiple grab samples,indicate the number of grab samples used.
24-Hour composite X X X X
Grab
d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each.
Before disinfection
After disinfection
After dechlorination X X X X
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Waynesville WWTP,NC0025321 Renewal French Broad,FRB05
Test number. 1 Test number: 2 Test number. 3 Test number. 4
e. Describe the point in the treatment process at which the sample was collected.
Effluent Outfall 001, Effluent Outfall 001, Effluent Outfall 001, Effluent Outfall 001,
Sample was collected: after all treatment after all treatment after all treatment after all treatment
processes processes processes processes
f. For each test,include whether the test was intended to assess chronic toxicity,acute toxicity,or both
Chronic toxicity X X X X
Acute toxicity
g. Provide the type of test performed.
Static
Static-renewal X X X X
Flow-through
h. Source of dilution water. If laboratory water,specify type;if receiving water,specify source.
Laboratory water Soft synthetic water Soft synthetic water Soft synthetic water Soft synthetic water
Receiving water
i. Type of dilution water. If salt water,specify"naturae or type of artificial sea salts or brine used.
Fresh water X X X X
Salt water
j. Give the percentage effluent used for all concentrations in the test series.
0,9.0% 0,9.0% 0,9.0% 0,9.0%
k. Parameters measured during the test. (State whether parameter meets test method specifications)
pH Yes Yes Yes Yes
Salinity Not applicable. Not applicable. Not applicable. Not applicable.
Temperature Yes Yes Yes Yes
Ammonia Not applicable. Not applicable. Not applicable. Not applicable.
Dissolved oxygen Yes Yes Yes Yes
I. Test Results.
Acute:
Percent survival in 100%
effluent
LC50
95%C.I.
Control percent survival
Other(describe)
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Waynesville WWTP,NC0025321 Renewal French Broad,FRB05
Test number. 1 Test number. 2 Test number. 3 Test number. 4
Chronic:
NOEC 9.0% 9.0% 9.0% 9.0%
IC2s >9.0% >9.0% >9.0% >9.0%
Control percent survival 100% 100% 100% 100%
Other(describe) PASS PASS PASS PASS
m. Quality Control/Quality Assurance.
Is reference toxicant data available? Yes Yes Yes Yes
Was reference toxicant test within Yes Yes Yes Yes
acceptable bounds?
What date was reference toxicant test February 04,2014 May 06,2014 August 05,2014 November 04,2014
run?
Other(describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation?
❑ Yes X No If yes,describe:
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: / / (MM/DD/YYYY)
Summary of results: (see instructions)
^ 3 - T�.;- i`tY'`' P".^7i-S ,-'s7 �.-.�.,
EN OF PARTE
REFER TO THE APPLICATION OVERVIEW(PAGE 1)TODETERMINE WHICH OTHER PARTS
'1414' .41 . r• i.,: .. I . "rh a.. .. ... fFi. ;tit:1;3.67;A
NPDES FORM 2A Additional Information

•
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Waynesville WWTP,NC0025321 Renewal French Broad,FRB05
SUPPLEMENTAL APPLICATION INFORMATION
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 rents must include quarterly testing for a 12-month period within the pest 1 yen using multiple species(minimum of two species),or the results from four tests
performed at least annually in the four and one-half yews 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 QNQC requirements of 40 CFR Part 138 and other appropriate
QNQC 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. I 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.
I no biomonitorirg 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.
4 chronic 0 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. 1 Test number. 2 Test number. 3 Test number: 4
a. Test information.
Test Species&test method number Pimephales promelas Pimephales promelas Pimephales preemies Pimephales promelas
EPA 1000.0 EPA 1000.0 EPA 1000.0 EPA 1000.0
Age at initiation of test <24-hours old <24-hours old <24-hours old <24-hours old
Outfall number 001 001 001 001
Dates sample collected February 02-07,2014 May 04-09,2014 August 03-08,2014 November 02-07,
2014
Date test started February 04,2014 May 06,2014 August 05,2014 November 04,2014
Duration 7-days 7-days 7-days 7-days
b. Give toxicity test methods followed.
Manual title Short-term Methods for Estimating the Chronic Toxicity of Effluents and Receiving Waters to
Freshwater Organisms,EPA-821-R-02-013
Edition number and year of publication Fourth Edition,October 2002
Page number(s) 1—335
c. Give the sample collection method(s)used. For multiple grab samples,indicate the number of grab samples used.
24-Hour composite X X X X
Grab
d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each.
Before disinfection
After disinfection
After dechlorination X X X X
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Waynesville WWTP,NC0025321 Renewal French Broad,FRB05
Test number. 1 Test number: 2 Test number. 3 Test number. 4
e. Describe the point in the treatment process at which the sample was collected.
Effluent Outfall 001, Effluent Outfall 001, Effluent Outfall 001, Effluent Outfall 001,
Sample was collected: after all treatment after all treatment after all treatment after all treatment
processes processes processes processes
f. For each test,include whether the test was intended to assess chronic toxicity,acute toxicity,or both
Chronic toxicity X X X X
Acute toxicity
g. Provide the type of test performed.
Static
Static-renewal X X X X
Flow-through
h. Source of dilution water. If laboratory water,specify type;if receiving water,specify source.
Laboratory water Soft synthetic water Soft synthetic water Soft synthetic water Soft synthetic water
Receiving water
i. Type of dilution water. If salt water,specify"natural"or type of artificial sea salts or brine used.
Fresh water X X X X
Salt water
j. Give the percentage effluent used for all concentrations in the test series.
0,2.25,4.5,LO,18, 0,2.25,4.5,9.0,18, 0,2.25,4.5,9.0,1L 0,2.25,4.5,9.0,18,
36% 36% 36% 38%
k. Parameters measured during the test. (State whether parameter meets test method specifications)
pH Yes Yes Yes Yes
Salinity Not applicable. Not applicable. Not applicable. Not applicable.
Temperature Yes Yes Yes Yes
Ammonia Not applicable. Not applicable. Not applicable. Not applicable.
Dissolved oxygen Yes Yes Yes Yes
I. Test Results.
Acute:
Percent survival in 100%
effluent
LC50
95%C.I.
Control percent survival
Other(describe)
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Waynesville WWTP,NC0025321 Renewal French Broad,FRB05
Test number. 1 Test number: 2 Test number. 3 Test number. 4
Chronic:
NOEC 36% 36% 36% 36%
IC25 >36% >36% >36% >36%
Control percent survival 100% 100% 100% 100%
Other(describe) ChV>36% ChV>36% ChV>36% ChV>36%
m. Quality Control/Quality Assurance.
Is reference toxicant data available? Yes Yes Yes Yes
Was reference toxicant test within Yes Yes Yes Yes
acceptable bounds?
What date was reference toxicant test February 04,2014 May 06,2014 August 05,2014 November 04,2014
Other(describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation?
❑ Yes X No If yes,describe:
E.4. 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: / / (MM/DD/YYYY)
Summary of results: (see instructions)
x ..s';-'11'Srl 1 F 1 w 4..:1.;,..4x �r {_� F ''r i rqf �}civ g J�` ,pWH•17 �..e'� ,.
RI'E ,_ ' ;
'':.' REFER TO THE APPLICATION OVER ' (PAG
�E
$1) TOO DETERMINE WHICH OTHER PARTS'
3 .s: �t. Q 4' ir.a rs .:0-,,F 9 L .� ::
'�c-.�'� .�3c�,ia::i rt�S:A4,.�.' .`,s�aa�i1�c:�X'� :6Uc«rM,�u.. T i''. .4.. y �1'��61i�iii11.','�W i�� .Y gm:}a�F'�:. ..
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
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 ot,an approved pretreatment program?
❑ Yes X No
F.2. Number of Significant Industrial Users(Sills)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. 0
b. Number of Gills. 0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works,copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name:
Mailing Address:
F.4. 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.
0 gpd ( continuous or intermittent)
b. Non-process wastewater flow rate. Indicate the average daily volume of non-process wastewater flow discharged into the collection system
in gallons per day(gpd)and whether the discharge is continuous or intermittent.
0 gpd ( continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits D Yes X No
b. Categorical pretreatment standards ❑ Yes X 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 19 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
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?
O Yes X 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 X No(go to F.12)
F.10. Waste transport. Method by which RCRA waste is received(check all that apply):
❑ Truck 0 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
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?
0 Yes(complete F.13 through F.15.) X 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).
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?
O Continuous 0 Intermittent If intermittent,describe discharge schedule.
GROUND WATER EXTRACTION WELLS
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 20 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
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 discharge point.
G.3. Description of Outfall.
a. Outfall number
b. Location
(City or town,if applicable) (Zip Code)
(County) (State)
(Latitude) (Longitude)
c. Distance from shore(if applicable) ft.
d. Depth below surface(if applicable) ft.
e. Which of the following were monitored during the last year for this CSO?
❑ Rainfall ❑ CSO pollutant concentrations 0 CSO frequency
❑ CSO flow volume 0 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 (0 actual or 0 approx.)
b. Give the average duration per CSO event.
hours (0 actual or 0 approx.)
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:
TOWN OF WAYNESVILLE WWTP, NC0025321 RENEWAL FRB05
c. Give the average volume per CSO event.
million gallons(0 actual or 0 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 7550-8&7550-22. Page 22 of 22

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ROAD CLASSIFICATION
HARD
PRIMARY HIGHWAY IMPROVED SURFACE OR �
HARD SURFACE
SECONDARY HIGHWAY
HART) SURFACE C=3MM= UNIMPROVED ROAD
Latitude 53�:2'.'. Longitude' 82056' 58"
Map # E7 !LV_• Sub -basin 040305
Stream Class C
Discharge Class 01 63 56
Reoeiving Stream Pigeon River .
Design 0 6.0 MG D Permit expires 01/31/06
QUAD LOCATION Town of Waynesville
N CO025321
Haywood County
W WTP

Town Of Waynesville WWTP
Flow Schematic t
� 4 �
Primary Clarifiers Secondary
Primary Eff. Aeration Basins 4 Chlorine Contact
Grit Lift Station Clarifiers 2
Inf. � Chamber Chamber Eff. Sampler
6 mgd Inf.Sampler 3 Mgd
Automatic Discharge 001-
Flo Meter Inf. Screen 3 Mgd L�� RAS Flow to Pigeon River
Sludge Flow to 2.5 - 3.0 mgd
Primary Sludge Digester 0.008 mgd
♦ WAS Flow 0.2 mgd
Flow 0.01 mgd
Secondary Gravity Belt Press
Thickener Eff. Anaerobic Dewatering &
Return Digester Lime
Stabilization
Primary Gravity Thickener Secondary Gravity
Thickener
Belt Press Filtrate &Primary Main Plant flow
Gravity Thickener Eff. ReturnPrimary Sludge Flow
RAS & Secondary Thickener Eff. Biosolids
All Sludge Waste Flows are approximate and will change WAS Storage Area
seasonally. Belt Press Filtrate & Primary Thickener Eff.
Primary & Secondary Sludge flow through Anaerobic
Digester to Belt Press and Biosolids storage
Page 1

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Town of Waynesville WWTP NC0025321
Installed Treatment Components
1. Influent Flowmeter
ISCO Ultrasonic model#4210 connected to circular chart recorder&totalizer in WWTP
Laboratory. Primary flow device is 24" Palmer Bowlus Flume.
2. Parkson Aquaguard Inlfuent Screen model#AG-MN-A Opening size 0.56"
3. Aerated Grit Chamber with 7.5 HP air lift blower. 3 HP aerator blower. 400 gpm Combs
grit separator. Grit Chamber dimensions are 16' long 13' wide 11' deep. 17,160 gallon
capacity.
4. 2 Circular Primary Clarifiers 80' diameter 8' deep with oil skimmers and 1500 gallon
grease collection tank. Combined capacity is 0.60 MG. 2 Dorr Oliver primary sludge
withdraw pumps 3" air operated. Sludge pump maximum capacity combined with
current air compressor is 33,120 gpd.
5. Primary Effluent Lift Station 3-10" Gorman Rupp suction lift pumps 2500 gpm capacity
each.
6. 4 Aeration Basins with coarse air diffusion 189' long 29' wide 12.2' deep. Capacity is
0.50MG each. Aeration supplied with 4 Hoffman Centrifugal Compressors at a capacity
of 3500 CFM each.
7. 2 Rectangular Leopold Clarivac secondary clarifiers 148' long 55'wide 8' deep. Capacity
is 0.48 MG each. Sludge withdrawal is maintained with floating bridge continuous
vacuum siphon. Return sludge is pumped with 2-10" centrifugal pumps back to aeration
basin. Waste sludge is pumped with 4" centrifugal pump to secondary gravity thickner.
8. Chlorine Mixer Capacity 6 MGD
9. Chlorine Contact Basin with 2-5' rectangular weirs at effluent discharge point.
Dimensions of basin is 74' long 48" wide 5' deep. Volume is 130,000 gallons.

10. 1 Primary Sludge Gravity Thickener. Dimensions are 22' diameter 10' deep volume of
28,495 gallons. Sludge is withdrawn with 3" Dorr Oliver air diaphragm pump and 3"
progressive cavity pump to anaerobic digester.
11. 1 Secondary Sludge Gravity Thickener. Dimensions are 28' diameter 10' deep volume of
46,158 gallons. Sludge is withdrawn with 3" progressive cavity pump to anaerobic
digester.
12. 1 Gas mixed Floating Cover Anaerobic Digester with 500,00 BTU sludge heater. 4"
centrifugal recirculation pump and 4" progressive cavity withdraw pump. Dimensions
are 60' diameter 23' deep volume is 487,485 gallons.
13. 1 Belt Filter Press size is 1.5 meter.
14. Sludge Stabilization equipment for production of Class A biosolids. This equipment
consists of.
1-24 ton lime silo
1-sludge & lime blender with external electrical heat source.
1-lime volume control screw conveyor.
1-agricultural lime volume control screw conveyor.
1-sludge screw conveyor.
1—invessel pasteurization unit with external electrical heat source.
1-finished product belt conveyor.
15. 2-Chlorinators for effluent disinfection. Capacity is 2001b Per day. Solution water from
wells on site.
16. 1 Backup Generator 180KW serves as backup power for Primary Effluent pump station,
return activated sludge pumps, laboratory power, and secondary clarifiers.

NCD NR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
June 05, 2015
David Foster, Dir.of Public Services
Town of Waynesville WWTP
566 Walnut Trial
Waynesville,NC 28785
Subject: Acknowledgement of Permit Renewal
Permit NC0025321
Haywood County
Dear Permittee:
The NPDES Unit received your permit renewal application on June 01, 2015. A member of the
NPDES Unit will review your application. They will contact you if additional information is required to
complete your permit renewal. You should expect to receive a draft permit approximately 30-45 days
before your existing permit expires.
If you have any additional questions concerning renewal of the subject permit, please contact Tom
Belnick at(919) 807-6390.
Sincerely,
W v-e av T ke4 f oro(
Wren Thedford
Wastewater Branch
cc: Central Files
Asheville Regional Office
NPDES Unit
1617 Mail Service Center,Raleigh,North Carolina 27699-1617
Location:512 N.Salisbury St.Raleigh,North Carolina 27604
Phone:[phone] Fax:[phone]/Customer Service:1-877-623-6748
Internet::www.ncwater.orq
An Equal Opportunity\Affirmative Action Employer