NC0020621_Renewal (Application)_20150617

Town of Boone
/ 11111
BO NE
North Carolina
June 8, 2015
Mr. Sergei Chernikov
NCDN:NPDES Unit NR/DWR
ATTN: RECEIVED/DENR/D+n,Q
AT
1617 Mail Service Center
JUN .I7
Raleigh,NC 27699-1617
Water Quality
RE: Renewal Application Permitting Sectior
NPDES Permit No. NC0020621
Town of Boone, North Carolina
Dear Mr. Chernikov:
The Town of Boone hereby requests renewal of its NPDES permit for the wastewater treatment
plant, currently set to expire on March 31, 2016.
Enclosed are the completed, signed application forms and the required location map, facility line
drawing, and narrative description of the treatment process and sludge management plan.
Detection level differences within each metal analysis were due to a switch from EPA 200.8 to
EPA method 200.7 in November 2012.
The Nickel plater(TT Electronics- International Resistive Company, Inc) moved its business
away in July 2012. Since then only 3 detections of Ni have been observed and they were below
10 ug/1.
We would like to request removal of the Nickel limit for this new permit cycle.
There have been no changes to the plant process since issuance of the last permit.
If you have any questions about this package, please feel free to call me at the plant at(828)268-
6270.
Sincerely, ,f,
'ck Miller
Director of Public Work 0.DRAWER 192 • BOONE,NORTH CAROLINA 28607

APPLICATION PACKAGE CONTENTS
1. Application ( Form 2A)
2. Application Facility Description Narratives RECEIVED/DENR/DWR
JUN 17
3. Sludge Management Plan Water Quality
Permitting Sectior
- HIGH COUNTRY 610 Information Sheet
4. Town of Boone Wastewater Treatment Plant Location Map
5. Site Plan Drawing
6. Piping Plan Drawing
7. Plant Process Schematic
8. Hydraulic Profile
9. Application E4, F4, F13-15

(6/8/2015) Rudy Broschinski-epa form 2a-2015.doc Page 1
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant,
NC0020621 Renewal New
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. AIII1Yvlaglgn flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through
JUN l 7 ZU1
C. Certification. All applicants must complete Part C(Certification).
Water Quality
SUPPLEMENTAL APPLICATION INFORMATION:
Permitting Sectlor
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D(Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program(or has one in place), or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E(Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
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(Sills)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

6/8/2015. Rud y Bros hhmskl epa form 2a-2015.doc Page 2'
FACILITY NAME AND PERMIT NUMBER: f, PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant, Renewal New
NC0020621
BASIC APPLICATION INFORMATION
PART A.BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions A.1 through A8 of this Basic Application Information Packet
A.1. Facility Information.
Facility Name Jimmy Smith Wastewater Treatment Plant
Mating Address PO Drawer 192
Boone,NC 28607
Contact Person Rudy Broschinski
Title Plant Superintendent
Telephone Number [phone]
Facility Address 201 Casey Lane
(not P.O.Box) Boone,NC 28607
A2. Applicant Information. If the applicant is different from the above,provide the following:
Applicant Name Town of Boone
Mailing Address PO Drawer 192
Boone.NC 28607
Contact Person Rick Miller
Title Public Works Director
Telephone Number [phone]
Is the applicant the owner or operator(or both)of the treatment works?
® owner a operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
0 facility rip applicant
A3. 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 NC0020621 PSD
UIC Other Biosolids WQ0013263
RCRA Other Air Quality 08375
A.4. Collection System information. Provide information on municipalities and areas served by the fadlity. 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
Jimmy Smith WWfP 17186 Separate Municipal
Appalachian State University 18026 Separate State of NC
Total population served 35212
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 2 of 22

'(61812015)Rudy Broschinski-epa form 2a-2015.doc _Page 3.
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant, Renewal New
NC0020621
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 an No
A.8. 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 4.82 mgd
Two Years Acio Last Year This Year
b. Annual average daily flow rate 2.29 2.50 2.17
c. Maximum daily flow rate 5.28 6.57 3.83
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.
at Separate sanitary sewer 100
0 Combined storm and sanitary sewer %
A.8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? cc 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
iii. Combined sewer overflow points 0
iv. Constructed emergency overflows(prior to the headworks) 0
v. Other nla
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 ® 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 ❑ intermittent?
c. Does the treatment works land-apply treated wastewater? an Yes 0 No
If yes,provide the following for each land application site:
Location: Class A Blosolids distributed as fertilizer to the public:keep on-site records of locations and quantities
Number of acres: n/a
Annual average daily volume applied to site: n!a mgd
Is land application ❑ continuous or ca intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? o Yes at No
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 3 of 22

6/812015 Rud Broschinski-e'a form 2a-2015.doc Pa s e 4
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant, Renewal New
NC0020621
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
Mailing Address
Contact Person
Title
Telephone Number ( )
For each treatment works that receives this dischamg,provide the following:
Name
Mailing Address
Contact Person
Title
Telephone Number 1 )
If known,provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility. mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.8.through A.8.d above(e.g.,underground percolation,well injection): 0 Yes an No
If yes,provide the following fQr each disposal method:
Description of method(including location and size of site(s)if applicable):
Annual daily volume disposed by this method:
Is disposal through this method ❑ continuous or 0 Intermittent?
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8 8 7550-22. Page 4 of 22

6%8%2015 i•Lki Broschinski- a'forrn 2a-2015.doc Pa e 5
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant, Renewal New
NC0020621
WASTEWATER DISCHARGES:
H you answered"Yea"to nuestipn A.8a"complete auastions A.9 throned'A.1;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
go to Part 8."Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Duffel'.
a. Outfall number 001
b. Location Boone 28607
(City or tom,a applicable) (Zip Code)
Watauga NC
(County) (State)
36 degrees 12 min 52.88 sec 81 degrees 38 min 41.38 sec
(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 2.33 mgd
f. Does this outfall have either an intermittent or a periodic discharge? ❑ Yes a No (go to A.9.g.)
If yes.provide the following information:
Number of 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 Miser? ❑ Yes ® No
A.10. Description of Receiving Waters.
a. Name of receiving water South Fork of the New River
b. Name of watershed(if known) New
United States Soil Conservation Service 14-digit watershed code(if known): 05050001020010
c. Name of State Management/River Basin(if known):New
United States Geological Survey 8-digit hydrologic cataloging unit code(if known): 05050001
d. Critical low flow of receiving stream(if applicable)
acute n/a cfs chronic n/a cfs
e. Total hardness of receiving stream at critical low flow(if applicable): n/a mg/I of CaCO3
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 5 of 22

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FACILITY NAME AND PERMIT NUMBER:
Jimmy Smith Wastewater Treatment Plant, PERMIT ACTION REQUESTED: RIVER BASIN:
NC0020621 Renewal New
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
a Primary a Secondary
® Advanced 0 Other. Describe:
b. Indicate the following removal rates(as applicable):
Design BOD5 removal Qr Design CBOD5 removal 98
Design SS removal 92
Design P removal n/a
Design N removal n/a %
Other
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season,please describe:
UV disinfection
If disinfection is by chlorination is dechlorination used for this outfall? ❑ Yes ❑ No
Does the treatment plant have post aeration? a 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 QAIQC requirements of
40 CFR Part 136 and other appropriate QAIQC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum,effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number: 001
PARAMETER MAXIMUM DAILY VALUE AVERAGE DAILY VALUE
Value Units Value Units Number of Samples
pH(Minimum) 6.7 s.u.
pH(Ma,dmum) 7.9 s.u.
Flow Rate 6.57 MGD 2.33 MGD 1217
Temperature(Winter) 20.5 C 13.3 C 379
Temperature(Summer) 24.6 C 20.2 C 450
"For pH please report a minimum and a maximum daily value
MAXIMUM DAILY ANALYTICAL
POLLUTANT U
DISCHARGE AVERAGE DAILY DISCHARGE METHOD MMDL
Conc. Units Conc. Units Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
SM 5210 B-2001
BIOCHEMICAL OXYGEN �� >21 mg/L 1.1 mg/L 829 (Hach10360- 2.0 mg/L
DEMAND(Report one) 9 9 2011,
Rev.1.2XLDO)
CBOD5
FECAL COLIFORMcfuN OOm cfu/100 SM 9222D-
12400 1.0 mL 829 1897(MF) 1 cfu/100mL
TOTAL SUSPENDED SOLIDS(TSS) 11.0 mg/L 1.27 mg/L 829 SM 997 D- 2.5 mg/L
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550.8&7550-22. Page 8 of 22

(6/8/2015) Rudy Broschinski-epa form 2a-2015.doc Page 7
END OF PART.A.
REFER TO THE APPLICATIONOVERVEINPAGE 9)TO DETERMINE WHICHOTHIF.R PARTS
OF FORM 2A YOUMUST COMPLETE
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 7 of 22

(6/8/2015)Rudy Broschinski-epa form 2a-2015.doc Page 8
FACILITY NAME AND PERMIT NUMBER:
Jimmy Smith Wastewater Treatment Plant, PERMIT ACTION REQUESTED: RIVER BASIN:
NC0020621 Renewal New
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 6.1 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.
600 9Pd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
collection system crews utilize smoke tests, manhole inspections and CCTV
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'A 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.
BA. OperationlMaIntenance 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 m No
If yes,list the name,address,telephone number,and status of each contractor and describe the contractors responsibilities(attach additional
pages if necessary).
Name:
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.
n/a
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 of 22

(6/8/2015) Rudy Broschinski-epa form 2a-2015.doc Page 9
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant, Renewal New
NC0020621
c. If the answer to B.5.b is"Yes,"briefly describe,induding 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 I / I /
e. Have appropriate permits/dearances concerning other Federal/State requirements been obtained? ❑ 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 discharned. 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
POLLUTANT MAXIMUM DAILY AVERAGE DAILY DISCHARGE ANALYTICAL ML/MDL
DISCHARGE METHOD
Conc. Units Conc. Units Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA(as N) 11.2 mg/L 0.14 mg/L 553 SM'590g0�H3D-
0.1 mg/L
CHLORINE(TOTAL n/a n/a n/a n/a 0 n/a n/a
RESIDUAL,TRC)
DISSOLVED OXYGEN 11.1 mg/L 8.5 mg/L 829 SM 45000G-2001 0.1 mg/L
TOTAL KJELDAHL 9.24 mg/L 0.75 mg/L 14 EPA 351.1 0.20 mg/L
NITROGEN(rKN)
NITRATE PLUS NITRITE 49.6 mg/L 19.5 mg/L 14 EPA 353.2 0.10 mg/L
NITROGEN
OIL and GREASE 2.5 mg/L 2.5 mg/L 3 EPA 1664A 5 mg/L
PHOSPHORUS(Total) 5.4 mg/L 0.72 mg/L 14 EPA 200.8/200.7 0.020 mg/L
TOTAL DISSOLVED SOLIDS 554 m92 493 mg/L 4 SM 2450C 10 mg/L
CMS)
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 9 of 22

F(618/2015)Rudj Broschinski epa form 2a-2015. doc Paye 10 s
FACILITY NAME AND PERMIT NUMBER:
Jimmy Smith Wastewater Treatment Plant, PERMIT ACTION REQUESTED: RIVER BASIN:
NC0020621 Renewal New
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 cartlflcatlon 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:
xi Basic Application Information packet Supplemental Application Information packet:
m Part D(Expanded Effluent Testing Data)
a1 Part E(Toxicity Testing: Biomonitoring Data)
m Part F(industrial User Discharges and RCRA/CERCLA Wastes)
❑ Part G(Combined Sewer Systems)
ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERTIFICATION.
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the information,the information is,to the best of my knowledge and belief,true,
accurate,and complete. I am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment
for knowing violations.
Name and official title Rick ler.Director of Public Works
Signature
Telephone number 182• 268-6250
Date signed
Upon request of the permitting authority,you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 10 of 22

6/8/2015 Rud Broschinski-e.- form 2a-2015.docPa •e 11
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant, Renewal New
NC0020621
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 outfaN throuah which
effluent is discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected
through analyses conducted using 40 CFR Part 136 methods. In addition,these data must comply with QA/QC requirements of 40 CFR Part 136 and other
appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. Indicate in the blank rows provided below any data
you may have on pollutants not specifically listed in this form. At a minimum,effluent testing data must be based on at least three pollutant scans and must be
no more than four and one-half years old.
Outfall number. 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE ANA LYTICAL ML/MDL
METHOD
Number
Conc. Units Mass Units Conc. Units Mass Units of
Samples
METALS(TOTAL RECOVERABLE),CYANIDE,PHENOLS,AND HARDNESS.
lb lb 0.5ug/L;
ANTIMONY 12.5 ug/L 0.26 8.4 ug/L 0.15 3 200E8//2A00 7 25ug/L,
resp
lb lb EPA
ARSENIC 5 ug/L 0.11 3.9 ug/L 0.07 15 400.8200.7 2ug/L
lb lb EPA 0.5ug/L;
BERYLLIUM 2.5 ug/L 0.05 1.8 ug/L 0.03 3 200.8200.7 5ug/L,
resp
lb lb EPA 0.15ug/L;
CADMIUM 1 ug/L 0.02 0.75 ug/L 0.01 15 200.8200.7 2ug/L,
resp
lb lb EPA
200'8/200'7
CHROMIUM 2.5 ug/L 0.06 2.3 2ug/L;ug/L 0.04 15 5ug/L,
resp
lb lb EPA
COPPER 41
ug/L 0.75 10.1 ug/L 0.19 81 200.8/200.7 2ug/L
lb lb EPA 0
LEAD 10.2 ug/L 0.15 4.7 ug/L 0.08 29 200.8/200.7 10ug/L
resp
lb lb
MERCURY 0.0014 ug/L 0.00002 0.0006 ug/L 0.00001 14 EPA 1631 1.0ng/L
lb lb EPA 0.5ug/L;
NICKEL 28.4 ug/L 0.49 5.6 ug/L 0.11 46 200.8/200.7 lOug/L,
resp
lb lb EPA 2ug/L;
SELENIUM 5 ug/L 0.11 4.2 ug/L 0.08 15 200.8/200.7 10ug/L,
rasp
lb lb EPA 0.5ug/L;
SILVER 2.5 ug/L 0.06 2.0 ug/L 0.04 14 200.81200.7 5u9/L,
rasp
lb lb EPA 0.5ug/L;
THALLIUM 10 ug/L 0.21 6.8 ug/L 0.12 3 200.8/200'7 2Oug/L,
resp
lb lb EPA
ZINC 98 ug/L 2.52 42 ug/L 0.83 81 200.8/200.7 1Oug/L,
resp
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 11 of 22

6/8/2015 Rud Broschinski-e.- form 2a-2015.doc Pa'e.12
CYANIDE lb
2.5 ug/L 0.06 lb 2.5 ug/L 0.05 14 EPA 335.4 5ug/L
TOTAL PHENOLIC Ib ib 0.010
COMPOUNDS 0.03 mg/L 0.53 0.02 mg/L 0.28 3 EPA 420.1 mrgA.
lb lb EPA 200.8/SM
HARDNESS(as CaCO3) 147 mg/L 3224 128 mg/L 2502 3 2340 C 1 mg/L
Use this space(or a separate sheet)to provide information on other metals requested by the permit writer
Molybdenum 2.5 ugh 0.06 lb 2.2 ug/L 0.04 lb 15 EPA 2
200.8/200.7 5ug/L/L resp
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 12 of 22

6/8/2015 -ud Broschinski-epa form 2a-2015.doc P--.e 13.
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant, Renewal New
NC0020621
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE ANALYTICAL ML/MDL
METHOD
Number
Conc. Units Mass Units Conc. Units Mass Units of
Samples
VOLATILE ORGANIC COMPOUNDS
ACROLEIN 25 ug/L 25 ug/L 3 EPA 624 50.0 ug/L
EPA 624
ACRYLONITRILE 5 ug/L 5 ug/L 3 10.0 ug/L
3 EPA 624
BENZENE 0.5 ug/L 0.5 ug/L 1.00 ug/L
3 EPA 624 1.00 ugh
BROMOFORM 0.5 ug/L 0.5 ug/L
CARBON 3 EPA 624 1.00 ugh
TETRACHLORIDE 0.5 ug/L 0.5 ug/L
CHLOROBENZENE 0.5 ugh 0.5 ug/L 3 EPA 624 1.00 ug/L
CHLORODIBROMO- 0.5 ug/L 0.5 ug/L 3 EPA 624 1.00 ug/L
METHANE
CHLOROETHANE 2.5 ugh 2.5 ug/L 3 EPA 624 5.00 ug/L
2-CHLOROETHYLVINYL 2.5 ug/L 2.5 ug/L 3 EPA 624 5.00 ug/L
ETHER
3 EPA 624 1.00 ug/L
CHLOROFORM 0.5 ug/L 0.5 ug/L
DICHLOROBROMO- 0.5 ug/L 0.5 ug/L
3 EPA 624 1.00 ug/L
METHANE
1,1-DICHLOROETHANE 0.5 ug/L 0.5 ug/L 3 EPA 624 1.00 ugh
3 EPA 624 1.00 ug/L
1,2-DICHLOROETHANE 0.5 ugh 0.5 ug/L
TRANS-1,2-DICHLORO- 3 EPA 624 1.00 ugIL
ETHYLENE 0.5 ugh 0.5 ug/L
1,1-DICHLORO- 0.5 ug/L 0.5 ug/L 3 EPA 624 1.00 ugIL
ETHYLENE
1,2-DICHLOROPROPANE 0.5 ugh 0.5 ug/L 3 EPA 624 1.00 ug/L
1,3-DICHLORO- 0.5 ug/L 0.5 ug/L 3 EPA 624 1.00 ug/L
PROPYLENE
-
3 EPA 624 1.00 ug/L
ETHYLBENZENE 0.5 ug/L 0.5 ug/L
3 EPA 624 5.00 ug/L
METHYL BROMIDE 2.5 ug/L 2.5 ug/L
METHYL CHLORIDE 2.5 ug/L 2.5 ug/L 3 EPA 624 5.00 ug/L
3 EPA 624 1.00 ug/L
METHYLENE CHLORIDE 0.5 ug/L 0.5 ug/L
1,1,2,2-TETRA-
CHLOROETHANE 0.5 ug/L 0.5 ug/L 3 EPA 624 1.00 ugh.
TETRACHLORO- 3 EPA 624 1.00 ug/L
ETHYLENE 0.5 ugIL 0.5 ug/L
TOLUENE 0.5 ug/L 0.5 ug/L 3 EPA 624 1.00 ug/L
EPA Form 3510-2A(Rev.1-99). Replaces EPA fomro 7550-6&7550-22. Page 13 of 22

6/8/2015 Rud BroschinskiI-epa form 2a-2015.doc Pa.a 14
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant, Renewal New
NC0020621
Outfall number: 001 _ (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE A M�SAL MUMDL
Number
Conc. Units Mass Units Conc. Units Mass Units of
Samples
1 1 1- 3 EPA 624 1.00 ug/L
TRICHLOROETHANE 0.5 ug/L 0.5 ug/L
1,1,2- 3 EPA 624 1.00 ug/L
TRICHLOROETHANE 0.5 ug/L 0.5 ug/L
TRICHLOROETHYLENE 0.5 ugIL 0.5 ug/L 3 EPA 624 1.00 ug/L
3 EPA 624 5.00 ug/L
VINYL CHLORIDE 2.5 ug/L 2.5 ug/L
Use this space(or a separate sheet)to provide information on other volatile organic compounds requested by the permit writer
ACID-EXTRACTABLE COMPOUNDS
3
P-CHLORO-M-CRESOL 5 ug/L 5 ug/L EPA 625 10 ug/L
2-CHLOROPHENOL 5 ug/L 5 ug/L 3 EPA 625 1• 0 ug/L
2,4-DICHLOROPHENOL 5 ug/L 5 ug/L 3 EPA 625 10 ug/L
2,4-DIMETHYLPHENOL 5 ug/L 5 ug/L 3 EPA 625 1• 0 ug/L
•
4,6-DINITRO-O-CRESOL 25 ug/L 25 ug/L 3 EPA 625 50 ug/L
2,4-DINITROPHENOL 25 ugIL 25 ug/L 3 EPA 625 50 ug/L
2-NITROPHENOL 5 ug/L 5 ug/L 3 EPA 625 10 ug/L
4-NITROPHENOL 25 ug/L 25 ug/L 3 EPA 625 50 ug/L
PENTACHLOROPHENOL 25 ug/L 25 ug/L 3 EPA 625 50 ug/L
•
PHENOL 5 ug/L 5 ug/L 3 EPA 825 1• 0 ug/L
2,4,8- 5 I ug/L 5 ug/L 3 EPA 625 10 ug/L
TRICHLOROPHENOL
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 ug/L 5 ug/L 3 EPA 625 10 ug/L
3 EPA 625 10 ug/L
ACENAPHTHYLENE 5 ug/L 5 ug/L
ANTHRACENE 5 ug/L 5 ug/L 3 EPA 625 10 ug/L
3 EPA 625 50 ug/L
BENZIDINE 25 ug/L 25 ug/L
BENZO(A)ANTHRACENE 5 ug/L 5 ug/L 3 EPA 625 10 ug/L
BENZO(A)PYRENE 5 ug/L i 5 ug/L 3 EPA 625 10 ug/L
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 14 of 22

._ -- .e1
X6/8 5 'udy =roschinski-epa form 2a-20 5.•oC ,
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant, Renewal New
NC0020621
Outfall number. 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE ANAM� L MUMDL
HOD
Number
Conc. Units Mass Units Conc. Units Mass Units of
Samples
3,4 BENZO- 3 EPA 625 10 ug/L
FLUORANTHENE 5 ug/L 5 ug/L
BENZO(GHI)PERYLENE 5 1111/1- 5 ug/L 3 EPA 625 101111/1-
BENZO(K) 5 1111/1- 5 1111/1- 3 EPA 825 10 ug/L
FLUORANTHENE
BIS(2-CHLOROETHOXY) 3 EPA 625 10 ug/L
METHANE 5 ug/L 5 ug/L
BIS(2-CHLOROETHYL)- 3 EPA 625 10 ughETHER 5 ug/L 5 ugh
BIS(2-CHLOROISO- 5 ugh 5 ug/L 3 EPA 825 10 ugh
PROPYL)ETHER
BIS(2-ETHYLHEXYL) 3 EPA 625 10 ugh
PHTHALATE 27.3 ug/L 12.4 ug/L
4-BROMOPHENYL 3 EPA 625 10 ug/L
PHENYL ETHER 5 ugh 5 ugh.
BUTYL BENZYL 3 EPA 625 10 ug/L
PHTHALATE 5 ugh 5 ugh.
2-CHLORO- 5 ugh 5 ugh3 EPA 625 10 ug/L
NAPHTHALENE
4-CHLORPHENYL 3 EPA 625 10 ugh
PHENYL ETHER 5 ugh 5 ug/L
CHRYSENE 5 ug/1- 5 ug/1- 3 EPA 625 10 ugh
DI-N-BUTYL PHTHALATE 5 ug/1- 5 ug/1- 3 EPA 625 101111/1-
3 EPA 625 10 ug/L
DI-N-OCTYL PHTHALATE 5 1111/. 5 1111/.
DIBENZO(A,H) 5 ug/L 5 ugh 3 EPA 625 10 ug/L
ANTHRACENE
1,2-DICHLOROBENZENE 5 ug1L 5 ug/L 3 EPA 625 10 111111-
3 EPA 625 10 ug/L
1,3-DICHLOROBENZENE 5 1111/1- 5 1111/-
1,4-DICHLOROBENZENE 5 ug/L 5 ug/L 3 EPA 625 10 ug/L
3,3-DICHLORO- 3 EPA 625 50 ugh
BENZIDINE 25 ugh 25 ug/L
DIETHYL PHTHALATE 5 11011- 5 ugh- 3 EPA 625 10 ugh
3 EPA 625 10 ug/L
DIMETHYL PHTHALATE 5 ugh 5 1111/-
3 EPA 625 10 ug/L
2,4-DINITROTOLUENE 5 ugh- 5 ugh
2,6-DINITROTOLUENE 5 ug/L 5 ug/ 3 EPA 625 101111/1-
L
1,2-DIPHENYL- 3 EPA 625 10 ugh
HYDRAZINE 5 u01- 5 111111-
EPA Forth 3510-2A(Rev.1-99). Replaces EPA forms 7550-8 8 7550-22. Page 15 of 22

(6/8/2015]RudLI Broschinski-epa form 2a-2015.doc ` .1:!,_ ,16
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant, Renewal New
NC0020621
Outfall number. 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE A YY SAL MUMDL
MET
Number
Conc. Units Mass Units Conc. Units Mass Units of
Simples
FLUORANTHENE 5 ug/L 5 ug/L 3 EPA 625 10 ug/L
3 EPA 625 10 ug/L
FLUORENE 5 ug/L 5 ug/L
HEXACHLOROBENZENE 5 ug/L 5 ug/L 3 EPA 625 10 ug/L
HEXACHLORO- 3 EPA 625 10 ug/L
BUTADIENE 5 uglL 5 ug/L
HEXACHLOROCYCLO- 2tf ug/L 28 ug/L 3 EPA 625 50 ug/L
PENTADIENE
HEXACHLOROETHANE 5 ug/L 5 ug/L 3 EPA 625 10 ug/L
INDENO(1,2,3-CD) 3 EPA 625 10 ug/L
PYRENE 5 ug/L 5 ug/L
ISOPHORONE 5 ug/L 5 ug/L 3 EPA 625 10 ugh
NAPHTHALENE 5 ug/L 5 ug/L 3 EPA 825 10 ug/L
NITROBENZENE 5 ug/L 5 ugh 3 EPA 625 10 ug/L
N-NmROSODI-N- 3 EPA 625 10 ug/L
PROPYLAMINE 5 ug/L 5 ug/L
N-NITROSODI- 3 EPA 625 10 ug/L
METHYLAMINE 5 ugh5 ug/L
N-NITROSODI- 3 EPA 625 10 ug/L
PHENYLAMINE 5 ug/L 5 ug/L
PHENANTHRENE 5 ug/L 5 ugh 3 EPA 625 10 ug/L
PYRENE 5 ug/L 5 ug/L 3 EPA 825 10 ug/L
1 2¢ 3 EPA 625 10 ug/L
TRICHLOROBENZENE 5 ugh 5 ugh
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 16 of 22

(6/8/2015) Rudy Broschinski-epa form 2a-2015.doc Page
FACILITY NAME AND PERMIT NUMBER:
Jimmy Smith Wastewater Treatment Plant, PERMIT ACTION REQUESTED: RIVER BASIN:
NC0020621 Renewal New
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 indude 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 indude
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 biomonitoing 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. 26
m 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. See E.4 Test number. Test number.
a. Test information.
Test Species&test method number see E.4
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
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 17 of 22

EN:WeIE••1 - • ins 1-e•- • a- 015.doc Pa•e1:
After decModrwOon
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 18 of 22

6/: 015 -u s =roschinski-e.- form 2a-2015.doc P-•e 19
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant, Renewal New
NC0020621
Test number: Test number. Test number:
e. Describe the point in the treatment process at which the sample was collected.
Sample was collected:
f. For each test,include whether the test was intended to assess chronic toxicity,acute toxicity,or both
Chronic toxicity
Acute toxicity
g. Provide the type of test performed.
Static
Static-renewal
Flow-through
h. Source of dilution water. If laboratory water,specify type;if receiving water,specify source.
Laboratory water
Receiving water
i. Type of dilution water. If salt water,specify`naturar or type of artificial sea salts or brine used.
Fresh water
Salt water
j. Give the percentage effluent used for all concentrations in the test series.
Ic. 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
LCxx
95%C.I. X X X
Control percent survival
Other(describe)
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 19 of 22

.6/8/2.15 `u• =rosc inski-e•= •rm -2 r 15.doc Pae r •
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant, Renewal New
NC0020621
Chronic:
NOEC X x x
IC25 x x X
Control percent survival X x X
•
Other(describe)
m. Quality ControUQuaNgr Assurance.
Is reference toxicant data available?
Was reference toxicant test within
acceptable bounds?
What date was reference toxicant test 11 11 11
run(MM/DD/YYYY)?
Other(describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation?
❑ Yes ® No If yes,describe:
E.4. Summary of Submitted Btonronitoring Teat Information. if you have submitted Wamonitorirg 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: see belowll (MMIDD/YYYY)
Summary of results: (see instructions)
Please see attached list E4 for dates and summaries
END OF PART E.
REFER TO THE APPLICATION OVERVIEW(PAGE 1)TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550.8&7550-22. Page 20 of 22

(6/8/2015) Rudy Broschinski-epa form 2a-2015.doc Page 21
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant,
N00020621 Renewal New
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRAICERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA,or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have,or is subject ot,an approved pretreatment program?
® Yes ❑ 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. 1
b. Number of CIUs. 1
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.
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 21 of 22

(6/8/2015),Rudy,Broschinski-!pa form 2a-2015.doc Page 22
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: Hospitality Mints,LLC
Mailing Address: 213 Candy Lane
Boone,NC 28607
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
See attached descriptions F4
F.B. Principal Products)and Raw Material(s). Describe all of the prindpal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Hard candy and buttermints
Raw material(s): Sucrose,corn syrup,chocolate,salt,butter,artificial&natural flavors.artiflical&natural colors,magnesium stearate,corn
starch,sorbitol,soy lecithin,corn oil,TBHQ,sodium benzoate
F.6. Flow Rats.
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.
21.100 gpd (x continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ® Yes 0 No
b. Categorical pretreatment standards ❑ Yes at No
If subject to categorical pretreatment standards,which category and subcategory?
nla
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?
at Yes ❑ No If yes,describe each episode.
Pretreatment eauioment that was installed to meet oermit limits created nuisance conditions:low pH and generation of either CO or some sensor-
cross-sensitive gas.
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 22 of 22

(6%812015 _Rudy Broschinski-epa form 2a 2015.doc Page 23 j
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: Winkler Knives,Inc.
Mailing Address: PO Box 2166
Blowing Rock,NC 28605
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
See attached descriptions F4
F.B. Principal Products)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): Knives&Axes
Raw material(s): Steel,wood,rubber,plastic,black oxide,stainless blackener,Quick cure 275.KG coatings(paint)
F.B. 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.
13(maximum regulated ww) gpd ( continuous orx 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.
175(domestic only) gpd (x continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits 0 Yes ® No This is a Non-Significant CIU,so no permit. Just annual
b. Categorical pretreatment standards ® Yes 0 No certification is required.
If subject to categorical pretreatment standards,which category and subcategory?
40 CFR 433 Subpart A
F.B. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems(e.g.,
upsets,interference)at the treatment works in the past three years?
❑ Yes m No If yes,describe each episode.
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 23 of 22

(6/8/2015) Rudy Broschinski-epa form 2a-2015.doc Page 24,
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant, Renewal New
NC0020621
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL,OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck,rail or dedicated pipe?
Yes No(go to F.12)
F.10. Waste transport. Method by which RCRA waste is received(check all that apply):
Truck 0 Rail 0 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?
® Yes(complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates(or is excepted to origniate in
the next five years).
operated as a metal tool manufacturer prior to 1991;currently a warehouse
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.)
Cr; 1,1,1-Trichlorethane; 1,1-dichloroethane; 1,1-Dichlorethene; 1,2-Dichloroethane;Benzene;Bromodichloromethane;Chloroform;
Tetrachloroethene;trans-1,3-Dichloropropene;cis and trans-1,2-Dichloroethene;Trichloroethene;Trichlorofluoromethane;Vinyl chloride;1,4-
Dioxane;average flow=1107gpd;all parameters were Below Detection Level(BDL)in effluent
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):
Air stripping,bag filters,H202-UV system,retention tank with air elimination,carbon contact system
Removal rates for pollutants with mostly BDL influent results are not listed here: Chloroform 75%;Tetrachloroetylene 97%;trans-1,2-
Dichloroethylene 97%;Trichlorethylene 99%; 1,1,1-Trichloroethane 86°AG 1,1-Dichlorethane 97%;cis-1,2-Dichloroethene 99.7%; 1,4-Dioxane
98%
b. Is the discharge(or will the discharge be)continuous or intermittent?
a Continuous ❑ Intermittent If intermittent,describe discharge schedule.
n/a
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1)TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 24 of 22

(6/8/2015) Rudy Broschinski-epa form 2a-2015.doc Page 25
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Jimmy Smith Wastewater Treatment Plant, Renewal New
NC0020621
SUPPLEMENTAL APPLICATION INFORMATION
PART G. COMBINED SEWER SYSTEMS
If the treatment works has a combined sewer system,complete Part G.
e.
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 D 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 (1.j actual or!approx.)
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 25 of 22

618/2015) Rud Broschinski-epa form 2a-2015.doc Pa•e 26 s
FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
c. Give the average volume per CSO event.
million gallons(o actual or D approx.)
d. Give the minimum rainfall that caused a CSO event in the last year
Inches of rainfall
G.6. 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.B. 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 26 of 22

(6/8/2015) Rudy Broschinski - epa form 2a - 2015.doc _ Page 27
Additional information, if provided, will appear on the following pages.
NPDES FORM 2A Additional Information

Item 2 : Facility Description
Present Operating Status:
The plant is a tertiary treatment facility with a design capacity of 4.82 MGD.
Vulcan automatic mechanical bar screens remove coarse screenings,then convey the water to an
influent pump station housing three 5500 gpm Flyght submersible pumps. Water is pumped to
the highest elevation in the plant to a GH Systems aerated grit/grease removal unit where grit
settles in a trough supplied with coarse air and grease is skimmed from a parallel trough to a
grease trap. The grit, grease, and bar screenings are hauled to a landfill in Caldwell County for
disposal.
Wastewater then flows to one of two oxidation ditches, each with a capacity of 2.4 MG.
Hoffman centrifugal blowers supply air through 2200 fine bubble diffusers anchored to the basin
floor. The basins are divided into four quadrants, and vertical mixing is achieved by coarse air
channels between quadrants that lift the water from the bottom of one section to the top of the
next chamber. This is a relatively new design that prevents dead zones and laminar flow in
basins too deep for surface mounted brush aerators. The ditches are capable of complete
nitrification due to their large size and zonation.
Ditch effluent enters two circular 0.9 MG clarifiers with lift piping and centerwell draft tubes for
return of activated sludge via Crown centrifugal pumps. Pinch valves regulated by inline
magnetic flow meters control the return and waste pumping rates. Clarifier effluent suspended
solids range from 4-8 mg/L.
Clarifier effluent undergoes tertiary treatment through four Leopold deep-bed sand filters,where
effluent suspended solids are further reduced to 0.3-1.5 mg/L.
Disinfection is accomplished by a Trojan UV4000 ultraviolet system featuring two separately
powered, self-cleaning, flow paced banks of 16 lamps(2800 watts each).
In the final step,the effluent flows down a cascade aeration structure for further oxygenation
before discharge to the South Fork of the New River.
Solids are wasted to two aerobic digesters holding 430,000 gallons each. They are de-watered
after 3-5 days of digestion by an Eimco 2-meter belt press to a 15%-18%cake,then dried to
86%-92%solids in an Atlas-Stord TST-40 thermal drier. Natural Gas heats the drier.
The final biosolids product is a high quality Class A fertilizer containing approximately 6%
nitrogen,and 5%phosphorous. The material is sold to the public for use on Christmas trees,
pasture and meadowland, and nursery crops. Annual production is 500-550 tons.

Schematic of Wastewater Flow
Included in this package are the following drawings for describing the plant flow path:
1) Site plan
2) Piping plan
3) Process schematic
4) Hydraulic profile
The site plan drawing includes arrows for indicating the flow path through the facility.
Location Map
The USGS Boone Quadrangle topographic map is attached showing the location of the plant.
Narrative Description of Sludge Management Plan
The plant removes 3,500-5,000 lbs of solids from the influent treatment process daily in the form
of waste activated sludge with total solids of 6,000-8,500 mg/L. This material is aerobically
digested for 5-7 days,then de-watered on an Eimco 2-meter belt press to a solids level of 15%-
18%. The cake sludge is then dried to 88%-92%in a Stord TST-40 thermal drier. The drier is
heated by steam produced by a propane-fired steam generator manufactured by Clayton
Industries. Biosolids production is approximately 600 lbs. per hour or 500 tons per year.
With the above treatment,the product meets and exceeds Vector Attraction Reduction method
7(% solids> 75%)and Alternative 5, Item g of the Processes to Further Reduce Pathogens
(PFRP)for Class A biosolids. The material is sold in bulk to the public for use as fertilizer on
pastures, meadows, Christmas trees, and in landscaping. The product is registered with North
Carolina Department of Agriculture with a guaranteed N-P-K analysis of 6-1-0.
An information sheet distributed to recipients of Class A residuals is included in this application.

Town of Boone Wastewater Treatment Plant
Sludge Management Plan
A. Operating Authority
The plant's program operates under the authority of Class A Wastewater Residuals Permit No
WQ 0013263.The permit allows for the processing and distribution of up to 1,250 dry tons per
year.
B. Process Description
The plant removes 3,500-5,000 pounds of solids(dry wt.)from the influent treatment process
Daily in the form of waste activated sludge with total solids of 6,00,-8500 mg/I.This material
Is aerobically digested for 5-7 days,and then dewatered on an Eimco 2 meter belt press to a
solids level of 15%-18%.The cake sludge is then dried to 88%-92%in a Stord TST-40 thermal
drier.
The drier is heated by steam produced by a natural gas steam generator manufactured by
Clayton Industries. Biosolids production is approximately 800 tons per year.
With the above treatment,the product meets and exceeds the EPA Vector Attraction Reduction
method 7(%solids>75%)and Alternative 5, Item g of the EPA Processes to Further Reduce
Pathogens(PFRP)for Class A biosolids.
C. Quality Control
The plant shall follow a detailed schedule of data recording,process checks and maintenance
To ensure that residuals produced are in accordance with permit requirements and equipment
Is operating at design efficiencies.These shall include but are not limited to:
1. Recording of sludge removal volumes, belt press cake solids,drier inlet and
Outlet temperature,drier detention times,and final residuals in volume;
2. Regular operator equipment checks during process runs;
3. Adherence to detailed preventive maintenance task schedules.
D. Sampling
The material shall be samples quarterly for nutrients and metals as indicated on
the residual permit.An annual TCLP shall be performed for detection of pesticides
and volatile compounds.

E. Marketing and Distribution
All dried residuals shall be stored under shelter on a concrete pad until distribution.
The material shall be sold in bulk to the public for use as a fertilizer in landscaping and on
pastures,meadows,Christmas trees and other ornamentals.The product shall be registered
With the North Carolina Department of Agriculture with a guaranteed N-P-K analysis of 6-1-0.
It shall be the continuing goal of the Town of Boone to pursue other bulk markets for residuals
whenever possible.
An information sheet shall be distributed to each recipient of residuals.The information
sheet shall indicate the proper application rates as well as any rules issued by the EPA and the
State of North Carolina which must be followed. Each recipient shall sign the information sheet
acknowledging that they understand all precautions and intended uses of the residuals.
The plant shall retain the original,and a copy shall be given to the recipient.
F. Reporting
An annual report shall be prepared and submitted each year to the EPA and the State of North
Carolina as required by the permit.This report shall provide details of the process,testing,and
distribution activities of the program for each calendar year.

High Country 6-1-0 Biosolids
Produced by the Town of Boone
P.O. Drawer 192, Boone, NC 28607
High Country 6-1-0 (HC 610) Is a high organic content fertilizer manufactured by the Town of Boone
Wastewater Treatment Facility.This product produces superior results on lawns,flower beds and
shrubs providing nutrients at the rates indicated below:
Guaranteed Analysis
•
Total Nitrogen 6%
Water Insoluble Nitrogen 3.5%
Available Phosphoric Acid . ' 1%
Soluble Potash...... 0%
Iron... 1%
•
Recommended Application Rates
Lawn-Sod Establishment: Apply HC 610 at rate of 30 lbs per 1000 sq feet.
Turf Maintenance: 'Apply HC 610 at a rate of 10-15 lbs per 1000 sq feet.
Plant Bed Establishment: Apply HC 610 at a rate of 2 lbs per 100 sq feet Into soil.
Planting Bed Maintenance: Apply HC 610 at a rate of 2 lbs per 100 sq feet in Spring/Fall
Warnings: HC 610 is environmentally safe when used as directed, but can become a hazard if
mismanaged. This product should not be used on soils intended for food crop production.
Cover HC 610 with a tarp or plastic during transportation. Store HC 610 in a dry area away from wells
or surface water where it could be washed into streams; keep product away from children's play
areas.
Limited Warranty and Disclaimer:The Town of Boone warrants that HC 610 meets the specifications
stated above, and that the heavy metal content is less than or equal to the limitations specified in the
EPA and NC Dept of Environmental and Natural Resources sludge quality criteria for land application.
If HC 610 fails to meet its specification,the buyer's sole remedy shall be the recovery of the purchase
price. Under no circumstances shall the Town of Boone be liable for any other damages, including
•
direct, indirect, consequential or special damages.
The undersigned Buyer agrees to abide by the following Restrictions:
MC 610 shall not be applied to land except in accordance with the instructions contained herein.
HC 610 shall not be applied to any site that is flooded,frozen, or snow-covered.
HC 610 shall not be applied within 100 feet of any water supply, stream, river, or lake.
Adequate measures shall be provided to prevent surface runoff from carrying this product into any
surface waters.
Buyer Signature Date
Name (Print): Quantity:
lbs/tons
Street/Route: Intended Use:
•
City/State/Zip: Amount Collected:
Telephone: Loaded By:

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Jimmy Smith WWTP
E4
Date submitted to ATB
Outfall #
Dates sample collected
Test species and test method number
Date test started
Duration
Chronic results
Date submitted to ATB
Outfall #
Dates sample collected
Test species and test method number
Date test started
Duration
Chronic results
Date submitted to ATB
Outfall #
Dates sample collected
Test species and test method number
Date test started
Duration
Chronic results
NPDES Permit: NC0020621
Test #1
10/12/2010
001
9/21 /2010, 9/24/2010
Cd EPA 1002
9/22/2010
7
Pass
Test #5
10/17/2011
001
9/27/11, 9/29/11
Cd EPA 1002
9/28/2011
7
Pass
Test #9
6/25/2012
001
6/5/12. 6/7/12
Cd EPA 1002
6/6/2012
7
Pass
Test #2
1/14/2011
001
12/14/10, 12/17/10
Cd EPA 1002
12/15/2010
7
Pass
Test #3
3/30/2011
001
3/15/11, 3/17/11
Cd EPA 1002
3/16/2011
7
Pass
Test #4
7/19/2011
001
6/28/11, 6/30/11
Cd EPA 1002
6/29/2011
7
Pass
Test #6
Test #8
1 /9/2012
1 /9/2012
4/10/2012
001
001
001
12/13/11, 12/15/11 (11,
12/15/11, 12/16/11
3/20/12, 3/22/12
Cd EPA 1002
Cd EPA 1002
12/14/2011
12/13/2011
3/21 /2012
7
7
7
Pass
Pass
Pass
Test #10
Test #11
Test #12
7/16/2012
10/1 /2012
1 /7/2013
001
001
001
6/5/12, 6/7/12, 6/8/12
9/25/12, 9/27/12
12/11/12, 12,13/12
Cd EPA 1002
Cd EPA 1002
6/5/2012
9/26/2012
12/12/2012
7
7
7
Pass
Pass
Pass

Jimmy Smith WWTP
NPDES Permit: NC0020621
E4 continued
Test #13
Test #14
Test #15
Test #16
Date submitted to ATB
4/8/2013
7/15/2013
10/7/2013
10/7/2013
Outfall #
001
001
001
001
Dates sample collected
3/19/13, 3/21/13
6/25/13. 6/27/13
9/10/13, 9/12/1310/13,
9/12/13, 9/13/13
Test species and test method number
Cd EPA 1002
Cd EPA 1002
Cd EPA 1002
Date test started
3/20/2013
6/26/2013
9/11/2013
9/10/2013
Duration
7
7
7
7
Chronic results
Pass
Pass
Pass
Pass
Test #17
Test #18
Test #19
Test #20
Date submitted to ATB
2/11/2014
4/14/2014
7/14/2014
7/14/2014
Outfall #
001
001
001
001
Dates sample collected
12/17/13. 1219/13
3/25/14, 3/27/14
6/3/14, 6/5/14
6/3/14, 6/5/14, 6/6/14
Test species and test method number
Cd EPA 1002
Cd EPA 1002
Cd EPA 1002
Date test started
12/18/2013
3/26/2014
6/4/2014
6/3/2014
Duration
7
7
7
7
Chronic results
Pass
Pass
Fail
Pass
Test #21
8/11/2014
001
7/22/14, 7/24/14
Cd EPA 1002
7/23/2014
7
LOEC>100%; NOEC
Test #22
8/28/2014
001
8/5/14, 8/7/14
Cd EPA 1002
8/6/2014
7
LOEC>100%; NOEC
Test #23
9/30/2014
001
9/9/14, 9/11/14
Cd EPA 1002
9/10/2014
7
Test #24
1/12/2015
001
12/16/14, 12/18/14
Cd EPA 1002
12/17/2014
7
Date submitted to ATB
Outfall #
Dates sample collected
Test species and test method number
Date test started
Duration
100%; Chronic Value
100%; Chronic Value
Chronic results
>100%
>100%
Pass
Pass

Test#25 Test#26
Date submitted to ATB 4/27/2015 4/27/2015
Outfall# 001 001
Dates sample collected 3/10/15, 3/12/1510/15, 3/12/15, 3/13/15
Test species and test method number Cd EPA 1002 Pp EPA 1000
Date test started 3/11/2015 3/10/2015
Duration 7 7
Chronic results Pass Pass

16/8/20151 Ruder Broschinski-Part F4 WK.xts .. _ _.. ._ _.,.. Pe 1
Jimmy Smith WWTP NPDES Permit: NC0020621
F4
Winkler Knives PO Box 2166, Blowing Rock, NC 28605
Process Name Process Description
New blades are ground and/or milled by machine and/or hand, no wastewater discharged to sewer; contact ;
Grinding&Sand Blasting cooling water and water trap water is evaporated and solid waste goes to landfill
Heat Treating Blades are heat treated in a brine and then rinsed with water,which is discharged to sewer
Blades are coated with either black oxide or stainless steel blackener,spent baths are collected for special
Coating disposal
Rinsing Parts rinsed in flowing water in sink;wastewater discharged to sewer
Grinding Coated blades are ground by hand; no wastewater generated
Coated blades are sand blasted; no wastewater to sewer;water trap water is evaporated and solid waste
Sand Blasting goes to landfill
Heat Treating Blades heated in oven prior to painting; no wastewater generated
Painting Coated, ground,sand-blasted blades are painted in a spray booth; no wastewater generated
Assembly Blades are assembled to handle; no wastewater generated

X6/8/2015) Rudy Broschinski-Part F4 HM.xls _ . Page 1
Jimmy Smith NWYTP NPDES Permit: NC0020621
F4
Hospitality Mints, LLC 213 Candy Lane, Boone, NC 28607
Process Name Process Description
Water is cooked out of liquid sugar until crystallized. The water evaporates to atmosphere. The candy is
Hard Candy formed by cutting and shaping and then packaged.
Water is cooked out of liquid sugar. The water evaporates to atmosphere. The candy is formed, pulled,
Buttermint shaped or cut and finally packaged.
The candies are put lido a tumbler with the hocolate syrup until floating is uniform. F
Chocolate Coating
Candy Coating The candies are put into a tumbler with the candy coating solution until coating is uniform.
The wrappers and packages are sometimes printed on-site. The candies are sorted into packaging and
Packaging shipped.

6/8/2015) Rudy Broschinski - Part F14-F15.xls Pale 1
Jimmy Smith WWTP PDES Permit: NCO020621 — -
F13
F14
Company Name F14 Pollutants
Cr. 1,1,1-Trichloroethane; 1,1-Dichloroethane; 1,1-Dichloroethene;
1,2-Dichloroethane; Benzene; Bromodichloromethane; Chloroform;
Tetra chloroethene; trans 1,3-Dichloropropene, cis and trans 1,2-
ichloroethene; Trichloroethene; Trichlorofluoromethane; Vinyl
Robert Bosch Tool Corporation Ichloride, 1,4-Dioxane
14 Pollutant volume and concentrations (since 201
flow = 1107gpd;all parameters were Below Detection Level
rt Bosch Tool C
rlOa t-1ba Pretreatment ano removal rates
it stripping, bag filters, hydrogen peroxide -ultraviolet system,
retention tank with air elimination, carbon contact system; removal
rates for pollutants with mostly BDL influent results are not listed;
removal rates of pollutants with only BDL effluent results:
Chloroform 75%, Tetrachloroethylene 97%, trans-1,2-
Dichloroethylene 97%; Trichloroethylene 99%; 1,1,1-
richloroethane 86%; 1, 1 -Dichloroethane 97%; 1,1-
Dichloroethylene 54% (influent data are barely above detection), ci
Bosch Tool Corporation 1,2-Dichloroethene 99.7%

47
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R.van der Vaart
Governor Secretary
June 22,2015
Rick Miller,Dir. of Public Works
Town of Boone
Jimmy Smith Wastewater Treatment Plant
PO Drawer 192
Boone,NC 28607
Subject: Acknowledgement of Permit Renewal
Permit NC0020621
Watuaga County
Dear Permittee:
The NPDES Unit received your permit renewal application on June 17, 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 Sergei
Chernikov at(919) 807-6386.
Sincerely,
W tr2,vti T1 e4 f O YO(
Wren Thedford
Wastewater Branch
cc: Central Files
Winston-Salem 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 Opportunity1Affirmative Action Employer