NC0025534_Renewal (Application)_20150630

CITY COUNCIL:G.VOLK NC : CITY OF H EN D ERSONVI LLE JOHN F.OFFICERS:
BARBARA
Mayor The City of Four Seasons City Manager
RON STEPHENS SAMUEL H. FRITSCHNER
Mayor Pro Tern City Attorney
STEVE CARAKER WATER AND SEWER DEPARTMENT TAMMIE K. DRAKE
JERRY A.SMITH,JR. Lee Smith, Utilities Director City Clerk
JEFF MILLER
June 17, 2015
North Carolina Department of Environment RECEIVEDIDENRIDWR
And Natural Resources,
Division of Water Resources, JUN 3 0 2015
Water Quality Permitting Section—NPDES
1617 Mail Service Center Water Quality
Raleigh, NC 27699-1617 Permitting Section
SUBJECT: Permit Renewal
City of Hendersonville
Permit No. NC0025534
Henderson County
Dear Sirs,
Attached please find the renewal application for permit number NC0025534 as required by
15A NCAC 2H .0105(e). The subject permit Expires on December 31, 2015.
The existing Permit contains a quarterly monitoring of bis(2-ethylhexyl)phthalate. We would
like to remove this requirement from the requirements since all tests have been non-detect at
the 5.0 ug/1 detection limit.
If any further information is needed feel free to contact me at [phone].
Thanks in advance for you help in this matter.
Sincerely,
Lee Smit
Utilities Director
City of Hendersonville, NC
Attachments
305 Williams St. ([e-mail] Phone: [phone]
Hendersonville, NC 28792-4461 www.cityofhendersonville.org Fax: [phone]

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville WWTP. NC0025534 Renewal French Broad
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 z 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through DECEIVED/DENR/DWR
C. Certification. All applicants must complete Part C(Certification). JUN 3 0 2015
SUPPLEMENTAL APPLICATION INFORMATION: Water Quality
Permitting Section
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 lmgd,
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(SIUs)or receives RCRA or CERCLA wastes must complete Part F(Industrial User Discharges
and RCRA/CERCLA Wastes). SIUs are defined as:
1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations(CFR)403.6 and
40 CFR Chapter I, Subchapter N (see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works(with certain
exclusions); or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant; or
c. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G(Combined Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 1 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville VVWTP , NC0025534 Renewal French Broad
BASIC APPLICATION INFORMATION
PART A.BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet.
A.1. Facility Information.
Facility Name City of Hendersonville WWTP
Mailing Address 305 Williams Street
Hendersonville.NC 28792
RECEIVED/DENR/DWR
Contact Person Vincent Edwards
Title Plant Superintendent JUN . 0 2015
Telephone Number ( 8281 897-3057 Water Otiosity
Permitting Section
Facility Address 99 Belford Road
(not P.O.Box) Hendersonville.NC
A.2. Applicant informatIon. If the applicant is different from the above,provide the following:
Applicant Name City of Hendersonville
Mailing Address 305 Williams Street
Hendersonville.NC 28792
Contact Person Lee Smith
Title Water and Sewer Utilities Director
Telephone Number 08281233-3211
Is the applicant the owner or operator(or both)of the treatment works?
[x] owner [x] 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 NC0025534 PSD
UIC Other W00011381
RCRA ___ Other WQ0034350
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
Hendersonville 18.000 Separate Municipal
Laurel Park 1.800 Separate Municipal
Total population served 19.800
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6 8 7550-22. Page 2 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville WWTP , NC0025534 Renewal French Broad
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.B. Flow. Indicate the design flow rate of the treatment plant(i.e.,the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period
with the 12th month of"this year"occurring no more than three months prior to this application submittal.
a. Design flow rate 4.8 mgd
0_12 2013 zQ]4
b. Annual average daily flow rate 3.535 3.572 3.137
c. Maximum daily flow rate 7.669 8.085 8.026
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 %
0 Combined storm and sanitary sewer °k
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 aoolication 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 7550-6&7550-22. Page 3 of 22

FACIUTY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville V V TP , NC0025534 Renewal French Broad
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 discharoe,provide the following:
Name
Mailing Address
Contact Person
Title
Telephone Number j 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.S.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):
Bulk Reclaim Water Permit number W0003435
Annual daily volume disposed by this method: Small amounts trucked off
Is disposal through this method 0 continuous or [x]intermittent?
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:
City of Hendersonville WVVrP , NC0025534 Renewal French Broad
WASTEWATER DISCHARGES:
H you answered"Yes"to auestlon A.8.a,complete auestlons A.9 throuah A.1Z 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 auestlon
Ma,go to Part B,"Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.B. Description of Outfall.
a. Outfall number 001
b. Location Hendersonville 28792
(City or town.if applicable) (Zip Code)
Henderson 28792
(County) (State)
35.21.11 82.27.52
(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 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 Mud Creek
b. Name of watershed(if known) Lower Mud Creek
United States Soil Conservation Service 14-digit watershed code(if known): 06010105030030
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(rf applicable)
acute cfs chronic 34.9 cfs
e. Total hardness of receiving stream at critical low flow(if applicable): mg/I of CaCO3
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 5 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville WWTP , NC0025534 Renewal French Broad
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
❑ Primary ❑ Secondary
[x] Advanced ❑ Other. Describe:
b. Indicate the following removal rates(as applicable):
Design BOD5 removal or Design CBOD5 removal 96 cyo
Design SS removal 96
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:
Ultraviolet
If disinfection is by chlorination is dechlorination used for this outfall? 0 Yes 0 No
Does the treatment plant have post aeration? [X] Yes 0 No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition,this data must comply with QA/QC requirements of
40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum,effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number: 001
MAXIMUM DAILY VALUE AVERAGE DAILY VALUE
PARAMETER
Value Units Value Units Number of Samples
pH(Minimum) .1 s.u.
7 •� ///�//////%%� /,/
pH(Maximum) 7.3 s.u.
Flow Rate 8.0 MGD 3.357 MGD 365
Temperature(Winter) 22.1 Deg C 14.3 Deg C 125
Temperature(Summer) 24.4 Deg C 20.7 Deg C 125
For pH please report a minimum and a maximum daily value
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
POLLUTANT DISCHARGE ANALYTICAL MUMDL
Number of METHOD
Conc. Units Conc. Units Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN BOD5 15.2 mg/I 3.9 mg/I 253 SM5210B 2 mg/I
DEMAND(Report one) CBOD5 N/A
FECAL COLIFORM >512 #/100 9.5 #/100 250 SM9222D 1/100
TOTAL SUSPENDED SOLIDS(TSS) 7.2 mg/I 3.150 mg/I 253 SM2540D 5 mg/I
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 6 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville VVVVTP , NC0025534 Renewal French Broad
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.
1.01 million gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Budaeted line and manhole replacement program.new Dositons being added to look for leaks and infiltration
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 Y.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 redundancy in the system. Also provide a water balance showing all treatment units,including disinfection(e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
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 contractors responsibilities(attach additional
pages if necessary).
Name:
Mailing Address:
Telephone Number: ( l
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.
0 Yes [x] No
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 7 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville WWTP , NC0025534 Renewal French Broad
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.B. EFFLUENT TESTING DATA(GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information
on combine sewer overflows In this section. All Information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition,this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate
QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on-half years old.
Outfall Number: 001
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE ANALYTICAL
POLLUTANT METHOD MIJMDL
Conc. Units Conc. Units Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA(as N) 6.9 mg/I .52 mg/I 253 SM4500-NH3D 0.5
CHLORINE(TOTAL N/A mg/I mg/I
RESIDUAL,TRC)
DISSOLVED OXYGEN 9.8 mg/I 7.5 mg/I 250 SM15000G 0.10
TOTAL KJELDAHL
1.1 mg/I 1.1 mg/I 1 EPA351.2 0.50
NITROGEN(rKN)
NITRATE PLUS NITRITE 11.3 mg/I 11.3 mg/I 1 EPA353.2 0.10
NITROGEN
OIL and GREASE ND mg/I ND mg/I 1 EPA1664A 5.0
PHOSPHORUS(Total) 3.8 mg/I 3.06 mg/I 8 EPA365.2 0.10
TOTAL DISSOLVED SOLIDS 155 mg/I 155 mg/l 1 EPA160.1 20
(TDS)
OTHER 1
END OF PART B.
REFER TO THE APPLICATION OVERVIEW(PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 8 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville WWTP , NC0025534 Renewal French Broad
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:
[x] 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 Lee Smith/Utilities Director
Signature
Telephone number [phone]
Date signed G /�
Upon request of the permitting authority,you mu t submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 9 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville VVV TP , NC0025534 Renewal French Broad
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 QNQC 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 MUMDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
METALS(TOTAL RECOVERABLE),CYANIDE,PHENOLS,AND HARDNESS.
ANTIMONY ND ugh ND ugh 3 EPA-200.7 5.0
ARSENIC ND ugh ND ugh 3 EPA-200.7 10
BERYLLIUM ND ugh ND ugh 3 EPA-200.7 1.0
CADMIUM ND ug/I ND ugh 3 EPA-200.7 1.0
CHROMIUM ND ugh ND WA 3 EPA-200.7 5.0
COPPER 18.5 ugh 16 ugh 3 EPA-200.7 5.0
LEAD ND ugh ND 3 EPA-200.7 5.0
MERCURY 1.55 ng/I 1.24 ngh 3 EPA-1631 0.5
NICKEL 13.6 ugh 7,9 than 3 EPA-200.7 5.0
SELENIUM ND ugh ND ugh 3 EPA-200.7 10.0
SILVER ND ugh ND ugh 3 EPA-200.7 5.0
THALLIUM ND ugh ND IVA 3 EPA-200.7 10.0
ZINC 68 ug/I 61 ugh 3 EPA-200.7 10.0
CYANIDE .0065 ug/I <.01 u9n 3 EPA-335-2 .0050
TOTAL PHENOLIC092 <.04 3 EPA 420.4 .01,
COMPOUNDS 0.005,.015
HARDNESS(as CaCO3) 33.3 mg/I 34,1 3 SM2340B .66
Use this space(or a separate sheet)to provide information on other metals requested by the permit writer
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 10 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville VWVTP , NC0025534 Renewal French Broad
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
VOLATILE ORGANIC COMPOUNDS
ACROLEIN ND ugh ND ugh 3 EPA 624 5,100,5
ACRYLONITRILE ND ugh ND ugll 3 1 EPA 624 50
BENZENE ND ugh ND ugh 3 EPA 824 2.0
i
BROMOFORM ND ugh ND ugh 3 EPA 624 2.0
CARBON ND u ND3 EPA 624 2.0
TETRACHLORIDE � ugh
CHLOROBENZENE ND ugh ND ugn 3 EPA 624 2.0
CHLORODIBROMO-
METHANE ND ugh ND ug/I 3 EPA 624 2.0
CHLOROETHANE ND ugh ND ug/I 3 EPA 624 2.0
2-CHLOROETHYLVINYL
ETHER ND ugh ND ug/1 3 EPA 624 5.0
CHLOROFORM ND ugh ND ugII 3 EPA 624 2.0
DICHLOROBROMO-
METHANE ND ugh ND ugII 3 EPA 624 2.0
1,1-DICHLOROETHANE ND ugh ND ug/I 3 EPA 624 2.0
1,2-DICHLOROETHANE ND ugh ND ugh 3 EPA 824 2.0
TRANS-I,2-DICHLORO
ETHYLENE ND ugh ND ugn 3 EPA 624 2.0
1-DICHLORO•
ETHYLENE u� �ND ND 3 EPA 624 2.0
E
1,2-DICHLOROPROPANE ND ugh ND ug/I 3 EPA 624 2.0
1,3-DICHLORO
PROPYLENE ND ugh ND ugn 3 EPA 624 2.0
ETHYLBENZENE ND ugh ND ugh 3 EPA 624 2.0
METHYL BROMIDE ND ugh ND ug/I 3 EPA 624 2.0
METHYL CHLORIDE ND ugh ND ugl 3 EPA 624 2.0
METHYLENE CHLORIDE ND ugh ND ugII 3 EPA 624 2.0
1,1,2,2-TETRA-
CHLOROETHANE ND ugh ND ug/I 3 EPA 624 2.0
TETRACHLORO-
ETHYLENE ND ug/I ND ugn 3 EPA 624 2.0
TOLUENE ND ugII ND ug/I 3 EPA 624 2.0
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:
City of Hendersonville VWVTP , NC0025534 Renewal French Broad
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
11,1-
�ugh! u ND l ND l 3 EPA624 2,5,2
TRICHLOROETHANE
1,1,2-
TRICHLOROETHANE � �ND u ND I 3 EPA624 2,5,2
TRICHLOROETHYLENE ND ugn ND ug/I 3 EPA624 2,5,2
VINYL CHLORIDE ND ug/I ND ug/I 3 EPA624 2,5,2
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 ND ug/I ND ug/I 3 EPA 625 10
2-CHLOROPHENOL ND ug/I ND ug/I 3 EPA 625 5.0
2,4-DICHLOROPHENOL ND ugh ND ug/I 3 EPA 625 5.0
2,4-DIMETHYLPHENOL ND ug/I ND ug/I 3 EPA 625 10
4,6-DINITRO-O-CRESOL ND ugh ND ugh 3 EPA 625 20
2,4-DINITROPHENOL ND ug/I ND ug/I 3 EPA 625 50
2-NITROPHENOL ND ug/I ND ug/1 3 EPA 625 5
4-NITROPHENOL ND ug/I ND ug/1 3 EPA 625 50
PENTACHLOROPHENOL ND ug/I ND ugh 3 EPA 625 10
PHENOL ND ug/l ND ugh 3 EPA 625 5
I
TRICCHLOROPHENOL � I u ND uI ND 3 EPA 625 10
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 ND ug/I ND ugh 3 5
ACENAPHTHYLENE ND ug/I ND ug/I 3 5
ANTHRACENE ND ug/1 ND ugn 3 5
BENZIDINE ND ugh ND ugh! 3 50
BENZO(A)ANTHRACENE ND ugh ND ug/I 3 5
•
BENZO(A)PYRENE ND ugh ND ugh 31
5
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 12 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville WWTP , NC0025534 Renewal French Broad
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 MLANDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
3,4 BENZO- ND ugh ND ugll 3 EPA 625 5
FLUORANTHENE
BENZO(GHI)PERYLENE ND ugh ND uglI 3 EPA 625 5
BENZO(K) ND ugh ND ugh 3 EPA 625 5
FLUORANTHENE
BIS(2-CHLOROETHOXY)
METHANE ND ugh ND ugh 3 EPA 625 10
BIS(2 CHLOROETHYL)- ND ug/1 ND ugll 3 EPA 625 5
ETHER
BIS(2-CHLOROISO-
PROPYL)ETHER ND ug/1 ND ugugh3 EPA 625 5
BIS(2-ETHYLHEXYL)
PHTHALATE ND ugh ND ug/l 3 EPA 625 5
4-BROMOPHENYL
PHENYL ETHER ND ugll ND ug/l 3 EPA 625 5
BUTYL BENE
PHTHALATE �1 ND u ND ugh 3 EPA 625 5
RO-
2NAPHOTHALENE ND ug/1 ND ugll 3 EPA 625 5
4-CHLORPHENYL
PHENYL ETHER ND ugh ND ugh 3 EPA 625 5
CHRYSENE ND ugh ND ug/I 3 EPA 625 5
DI-N-BUTYL PHTHALATE ND ugll ND ugll 3 EPA 825 5
DI-N-OCTYL PHTHALATE ND ugh ND ugh 3 EPA 625 5
DIBENZO(A,H)
ANTHRACENE ND ugh ND ugh 3 EPA 625 5
1,2-DICHLOROBENZENE ND ugll ND ugh 3 EPA 625 5
1,3-DICHLOROBENZENE ND ugh ND ugh 3 EPA 625 5
1,4-DICHLOROBENZENE ND ugll ND ugh 3 EPA 625 5
3,3-DICHLORO-
BENZIDINE ND Kin ND ugh 3 EPA 625 25
DIETHYL PHTHALATE ND ugh ND ugh 3 EPA 825 5
DIMETHYL PHTHALATE ND ugll ND ugh 3 EPA 625 5
2,4-DINITROTOLUENE ND ugh ND ugh 3 EPA 625 5
2,6-DINITROTOLUENE ND ugll ND ugll 3 EPA 625 5
1,2-DIPHENYL-
HYDRAZINE ND ugh ND ugh 3 EPA 625 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:
City of Hendersonville V V TP , NC0025534 Renewal French Broad
Outfall number. QQi (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
FLUORANTHENE ND ug/I ND ugh 3 EPA 625 5
FLUORENE ND ugh ND ug/1 3 EPA 625 5
HEXACHLOROBENZENE ND ug/I ND ug/I 3 EPA 625 5
BUTADND ug/I ND ug/I 3 EPA 625 5
BUTADIENEIENE
HEXACHLOROCYCLO-
PENTADIENE ND ug/1 ND ugh 3 EPA 625 10
HEXACHLOROETHANE ND ug/I ND ugh 3 EPA 625 5
INDEN0(1,2,3-CD)
PYRENE ND ugh ND ug/I 3 EPA 625 5
ISOPHORONE ND ug/I ND ug/I 3 EPA 625 10
NAPHTHALENE ND ug/1 ND ugh 3 EPA 625 5
NITROBENZENE ND ugh ND ugh 3 EPA 625 6
N-NITPROP AMINE ND ug/I ND ugh 3 EPA 625 5
PROPYLAMINE
N-NI
MET YLAMIN- ND ug/I ND ugh 3 EPA 625 5
METHYLAMINE
PHENYLAMIN ND I ND ugh 3 EPA 625 10
PHENYLAMINE �
PHENANTHRENE ND ugh ND ugh 3 EPA 625 5
PYRENE ND ugh ND ugh 3 EPA 625 6
1,2,TRI ND ug/I ND ugh3 EPA 625 6
RICHLOROBENZENE
Use this space(or a separate sheet)to provide information on other base-neutral compounds requested by the permit write
r
Use this space(or a separate sheet)to provide information on other pollutants(e.g.,pesticides)requested by the permit writer
END OF PART D.
REFER TO THE APPLICATION OVERVIEW(PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 14 of 22

FACIUTY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville WVVfP , NC0025534 Renewal French Broad
SUPPLEMENTAL APPLICATION INFORMATION
PART E. TOXICITY TESTING DATA
POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the
facility's discharge points: 1)POTWs with a design flow rate greater than or equal to 1.0 mgd;2)POTWs with a pretreatment program(or those that are
required to have one under 40 CFR Part 403);or 3)POTWs required by the permitting authority to submit data for these parameters.
• At a minimum,these results must include quarterly testing for a 12-month period within the past 1 year using multiple species(minimum of two
species),or the results from four tests performed at least annually in the four and one-half years prior to the application,provided the results
show no appreciable toxicity,and testing for acute and/or chronic toxicity,depending on the range of receiving water dilution. Do not include
information on combined sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition,this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC
requirements for standard methods for analytes not addressed by 40 CFR Part 136.
• In addition,submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test
conducted during the past four and one-half years revealed toxicity,provide any information on the cause of the toxicity or any results of a
toxicity reduction evaluation,if one was conducted.
• If you have already submitted any of the information requested in Part E,you need not submit it again. Rather,provide the information
requested in question E.4 for previously submitted information. If EPA methods were not used,report the reasons for using alternate methods.
If test summaries are available that contain all of the information requested below,they may be submitted in place of Part E.
If no biomonitoring data is required,do not complete Part E. Refer to the N/A
E.1. Required Tests.
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years.
[x]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. Test number. Test number.
a. Test information. SEE ATTACHMENTS
Test Species&test method number
Age at initiation of test
Outfall number
Dates sample collected
Date test started
Duration
b. Give toxicity test methods followed.
Manual title
Edition number and year of publication
Page number(s)
c. Give the sample collection method(s)used. For multiple grab samples,indicate the number of grab samples used.
24-Hour composite
Grab
d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each.
Before disinfection
After disinfection
After dechlorination
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 15 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville VVWTP , NC0025534 Renewal French Broad
Test number: Test number: Test number:
e. Describe the point in the treatment process at which the sample was collected.
Sample was collected:
f. For each test,include whether the test was intended to assess chronic toxicity,acute toxicity,or both
Chronic toxicity
Acute toxicity
g. Provide the type of test performed.
Static
Static-renewal
Flow-through
h. Source of dilution water. If laboratory water,specify type;if receiving water,specify source.
Laboratory water
Receiving water
i. Type of dilution water. If salt water,specify"natural"or type of artificial sea salts or brine used.
Fresh water
Salt water
j. Give the percentage effluent used for all concentrations in the test series.
k. Parameters measured during the test. (State whether parameter meets test method specifications)
pH
Salinity
Temperature
Ammonia
Dissolved oxygen
I. Test Results.
Acute:
Percent survival in 100%
effluent
LC50
95%C.I.
Control percent survival
Other(describe)
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 16 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville WWTP , NC0025534 Renewal French Broad
Chronic:
NOEC
IC25
Control percent survival
•
Other(describe)
m. Quality ControUQuality Assurance.
Is reference toxicant data available?
Was reference toxicant test within
acceptable bounds?
What date was reference toxicant test
run(MM/DD/YYYY)?
Other(describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation?
❑ Yes ❑ 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)
See Attachments
END OF PART E.
REFER TO THE APPLICATION OVERVIEW(PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 17 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville WWTP , NC0025534 Renewal French Broad
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?
[x] Yes ❑ No
F.2. Number of Significant Industrial Users(Sills)and Categorical Industrial Users(CIOs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
a. Number of non-categorical SIUs. 1
b. Number of CIUs. 2
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works,copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: General Electric Lighting
Mailing Address: 3010 Spartanburg Hwy.
Hendersonville,NC 28739
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Metal Finishing,cleaning,coating,painting
F.5. Principal Product(s)and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Component Parts for outdoor lighting fixtures,
Raw material(s): Steel, aluminum,copper, acids, Bases, Soaps, Speciality chemicals.
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day(gpd)and whether the discharge is continuous or intermittent.
92,900 gpd (x 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.
5,100 gpd (x continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits [x] Yes ❑ No
b. Categorical pretreatment standards [x] Yes ❑ No
If subject to categorical pretreatment standards,which category and subcategory?
433.15
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 18 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville WVVTP , NC0025534 Renewal French Broad
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 ❑ 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?
❑ 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?
❑ Continuous 0 Intermittent If intermittent,describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 19 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville WWTP , NC0025534 Renewal French Broad
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?
[x] Yes 0 No
F.2. Number of Significant Industrial Users(SIUs)and Categorical Industrial Users(CIOs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
c. Number of non-categorical SIUs. 1
d. Number of CIUs. 2
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works,copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Kimberly-Clark Corporation
Mailing Address: 32 Smyth Avenue
Hendersonville,NC 28792
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Manufacture of non-woven goods
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): Non woven Rolls
Raw material(s): Polyprophylene,polyethelene, achovel,glucopon, surfactants,pigments,flouropolymer
F.6. Flow Rate.
c. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day(gpd)and whether the discharge is continuous or intermittent.
10.820 gpd ( X continuous or 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.
16,230 gpd ( X continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits [x] Yes 0 No
b. Categorical pretreatment standards [ ] Yes [x] No
If subject to categorical pretreatment standards,which category and subcategory?
N/A
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:
City of Hendersonville WWTP , NC0025534 Renewal French Broad
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems(e.g.,
upsets,interference)at the treatment works in the past three years'?
❑ Yes [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):
0 Truck ❑ 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'?
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.
c. 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):
d. Is the discharge(or will the discharge be)continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent,describe discharge schedule.
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:
City of Hendersonville WWTP , NC0025534 Renewal French Broad
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?
[x] 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.
e. Number of non-categorical SIUs. 1
f. Number of CIUs. 2
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works,copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name: Coats North America
Mailing Address: P.O.Box 130
Hendersonville,NC 28739
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Manufacture of industrial sewing threads.dental floss and modified nylon resin
F.5. Principal Product(s)and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s): Industrial sewing threads,dental floss
Raw material(s): Nylon and polyester yarns, dyes, bonds and finishes
F.6. Flow Rate.
e. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day(gpd)and whether the discharge is continuous or intermittent.
3281 gpd (x continuous or intermittent)
f. 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.
929 gpd (x continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits [x] Yes ❑ No
b. Categorical pretreatment standards [x] Yes ❑ No
If subject to categorical pretreatment standards,which category and subcategory?
40 CFR 414.55
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 22 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville WWTP , NC0025534 Renewal French Broad
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems(e.g.,
upsets,interference)at the treatment works in the past three years?
❑ Yes [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):
D Truck ❑ Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount(volume or mass,specify units).
EPA Hazardous Waste Number Amount Units
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.) [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.
e. 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):
f. Is the discharge(or will the discharge be)continuous or intermittent?
❑ Continuous 0 Intermittent If intermittent,describe discharge schedule.
EPA Form 3510-2A(Rev. 1-99). Replaces EPA forms 7550-6&7550-22. Page 23 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville WWTP , NC0025534 Renewal French Broad
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 N/A
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
0 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 24 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
City of Hendersonville VVVVTP , NC0025534 Renewal French Broad
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.8. 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.8. CSO Operations.
Describe any known water quality impacts on the receiving water caused by this CSO(e.g.,permanent or intermittent beach closings,permanent or
intermittent shell fish bed closings,fish kills,fish advisories,other recreational loss,or violation of any applicable State water quality standard).
END OF PART G.
REFER TO THE APPLICATION OVERVIEW(PAGE 1)TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 25 of 22

vizi
_ CITY OF HENDERSONVILLE X i
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Longitude: 82° 27' 52" ' • - ,,': :; s ,:' x r .A _
Quad: F9SW/ Hendersonville City Limits
Sub-Basin: 04-03-02 ''i . °X
Stream Class: C •,, "` .,c
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Receiving Stream: Mud Creek , - . • i, Feet
Permitted Flow: Phased 4.8 and 6.0 MGD C\ii `, • , ' 1nch=1,000 feet

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I UUMISEMINURS 1CITY Of HENDERSONVILLE
PROCESS PIPING PLAN ,,00,13..,
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WASTEWATER FACIUTIES 1....cw .MI

PROCESS NARRATIVE
Process units located on site include influent pumping station with bar screens designed to
handle all raw sewage delivered by 42 inch gravity sewer, all septage received at WWTP for
treatment, and waste streams from solids handling facility, consisting of gravity thickener
supernatant overflow and belt press filtrates. Additional facilities include headworks consisting
of mechanical screening and aerated grit removal; biological treatment using an activated sludge
process utilizing fine bubble aeration with single stage nitrification;circular clarifiers; recycle
pumping station; effluent polishing using low head filters;disinfection by ultraviolet light; and
cascade aeration of final effluent prior to surface discharge to Mud Creek. Design for sludge
residuals are treated as prescribed by State and Federal requirements to Class A solid, intended
for land application. Residuals are currently disposed of in class D landfill. Capability for re-use
of treated wastewater has been incorporated into plant design.

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Pace Aaalytleat Services,Inc.
aeAnalytical.
2225 Flvere ds Dr.
Asheville.NC 28804
reef oo P [phone]
ANALYTICAL RESULTS
Project VWVTP EFF PPA 5/11-12
Pace Project No.: 92249625
Sample: WWTP EFF PPA Lab ID: 92249825001 Collected: 05/11/15 09:55 Received: 05/13/15 13:30 Matrbc Vtliler
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
HEM,Oil and Grease Analytical Method:EPA 166448
ON and Grease ND mg/I 5.0 1 05/22/1510:12
624 Voltlle Organics Analytical Method:EPA 624
Ac olein ND ug/L 5.0 1 05/17/15 21:55 107-02-8 L3
Acrylonitrile ND u911 50.0 1 05/17/15 21:55 107-13-1
Benzene ND ughL 2.0 1 05/17/15 21:55 71-43-2
Bromodichloromethane ND u9h- 2.0 1 05/17/1521:55 75-27-4
Bromofonn ND WA- 2.0 1 05/17/1521:55 75-25-2
Bromomethane ND ugh 2.0 1 05/17/15 21:55 74-83-9
Carbon tetradrloride ND ugh 2.0 1 05/17/15 21:55 56-23-5
Chlorobenzene ND u9/L 2.0 1 05/17/1521:55 106-90-7
Chioroethene ND u911- 2.0 1 05/17/1521:55 75-00-3
2-Chloroethylvinyi ether ND ugA- 5.0 1 05/17/15 21:55 110-75-8
Chloroform ND ugh 2.0 1 05/17/15 21:55 87-88-3
Chloromethane ND ugh 2.0 1 05/17/15 21:55 74-87-3
Dibromochloromeniane ND ugh- 2.0 1 05/17/15 21:55 124-48-1
1,1-Dichoroethane ND ugh- 2.0 1 05/17/15 21:55 75-34-3
1,2-Dichloroetlans ND ugh 2.0 1 05/17/15 21:55 107-06-2
1,1-DIchbroethene ND ug/t. 2.0 1 05/17/15 21:55 75-35-4
trans-1,2-Dichloroet ene ND ugh 2.0 1 05/17/15 21:55 158-00.5
1,2-0idrloropropene ND ugh 2.0 1 05/17/15 21:55 78-87-5
ds-1,3-Diddoropropene ND ugA- 2.0 1 05/17/15 21:55 10061-01-5
trans-1,3-DidNoroprapene ND ugA. 2.0 1 05/17/1521:55 10061-02-6
Ethylbenzene ND ugh- 2.0 1 05/17/1521:55 100.41-4
Methylene Chloride ND ugh 2.0 1 05/17/15 21:55 75-09-2
1,1,22-Tetrachloroethane ND ug/L 2.0 1 05/17/15 21:55 79-34-5
Tetrachioroalhene ND WA- 2.0 1 05/17/1521:55 127-18-4
Toluene ND ugh- 2.0 1 05/17/15 21:55 108-88-3
1,1,1-TrklNoroethane ND ugh 2.0 1 05/17/15 21:55 71-55-8
1,12-Trkidoroethane ND ugh 2.0 1 05/17/15 21:55 79-00-5
Trichloroethene ND ugA- 2.0 1 05117/15 21:55 79-01-0
Vinyl chloride ND Ain- 2.0 1 05/17/15 21:55 75-01-4
Summates
(S) 91 % 70-130 1 05/17/15 21:55 480-00-4
Toluene-d8(S) 97 % 70-130 1 05/17/15 21:55 2037-26-5
1.2-Didioroethane-d4(S) 98 % 70-130 1 05/17/15 21:55 17060-07-0
420.4 Phenolics.Total Analytical Method:EPA 420.4
Phenol ND mg/L 0.010 1 05/20/1516:25 108-95-2
4SOOCNE Cyanide.Total Analytical Method:SM 4500.CN-E
Cyanide ND mg/I. 0.0080 1 0524/151129 57-12-0
REPORT OF LABORATORY ANALYSIS
This report shell not be reproduced,except In Tut,
Date:05/292015 08:08 AM without the written consent of Pace Analytical Services,Inc_
Page 4 of 32

Pace Sending. c.
cedn'� ,,,,/s 2225 Riverside Dr.
ry rwJ�/�l AshMM.NC 28804
[phone]
ANALYTICAL RESULTS
Project WNTP EFF PPA 5/11-12
Pace Project No.: 92249825
Sample: Field 81k WWTP EFF PPA Lab ID: 92249425002 Collected: 05111/1513:46 Received: 06/13/15 13:30 Matrbc Vatter
Parameters Results Units Report limit DF Prepared Analyzed CAS No. Dual
1431E Nercury.Low Level Analylical Method:EPA 1831E Preparation Method:EPA 1831E
Mercury ND nplL 0.50 1 05/13/15 16:00 05/19/15 15:40 7439-97-8
REPORT OF LABORATORY ANALYSIS
This report ehd not be reproduced,swept in full.
Date:05/2912015 08:08 AM without the wdaen consent d Pace Analytical Sarvlas,inc..
Page 5of32

Pace Analytical 9aerbe8.Nrc.
•
2225 Riverside Dr.c/ nl/rIfcQ/
ANlarlla.NC 28804
•warpeoeYbe oom
[phone]
ANALYTICAL RESULTS
Project V W VTP EFF PPA 5111-12
Pace Project No.: 92249825
Sample: WWTP EFF PPA LLHO Lab ID: 92249625003 Collected: 05/11/15 13:48 Received: 05/13/15 13:30 Matrix:Water
Parameters Results Units Report limit DF Prepared Analyzed CAS No. Qual
1831E Msrcury.Low Level Analytical Method:EPA 1831E Preparation Method:EPA 1831E
Mercury 1.22 np!L 0.50 1 05/13/15 18:00 05/1W15 15:47 7439-97-0
REPORT OF LABORATORY ANALYSIS
This report shill not be reproduced,wept in full,
Date:05/29/2015 08:08 AM without the written consent d Pace Ansy6cal Services,Inc.
Pape 8of32

Pace Analytical Services,Inc.
?"1
aceAnalytical b 2225 Riverside Dr.
Asheville,NC 28804
*Mew pacelabs.corn
[phone]
ANALYTICAL RESULTS
Project: WWTP EFF PPA 5/11-12
Pace Project No.: 92249625
Sample: WWTP EFF PPA Lab ID: 92249625004 Collected: 05/12/15 10:16 Received: 05/13/15 13:30 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.7 MET ICP Analytical Method:EPA 200.7 Preparation Method:EPA 200.7
Antimony ND ug/L 5.0 1 05/15/15 16:30 05/18/15 22:37 7440-36-0
Arsenic ND ug/L 10.0 1 05/15/15 16:30 05/18/15 22:37 7440-38-2
Beryllium ND ug/L 1.0 1 05/15/15 16:30 05/18/15 22:37 7440-41-7
Cadmium ND ug/L 1.0 1 05/15/15 16:30 05/18/15 22:37 7440-43-9
--Calcium-- 9820 ug/L 100 1 05/15/15 16:30 05/19/15 15:03 7440-70-2
Chromium ND ug/L 5.0 1 05/15/15 16:30 05/18/15 22:37 7440-47-3
Copper 13.9 ug/L 5.0 1 05/15/15 16:30 05/18/15 22:37 7440-50-8
Lead ND ug/L 5.0 1 05/15/15 16:30 05/18/15 22:37 7439-92-1
AAagneSlUr 2200 ug/L 100 1 05/15/15 16:30 05/18/15 22:37 7439-95-4
Nickel 13.6 ug/L 5.0 1 05/15/15 16:30 05/18/15 22:37 7440-02-0
Selenium ND ug/L 10.0 1 05/15/15 16:30 05/18/15 22:37 7782-49-2
Silver ND ug/L 5.0 1 05/15/15 16:30 05/18/15 22:37 7440-22-4
Thallium ND ug/L 10.0 1 05/15/15 16:30 05/18/15 22:37 7440-28-0
Hardness,Total(SM 2340B) 33600 ug/L 662 1 05/15/15 16:30 05/19/15 15:03
Zinc 68.4 ug/L 10.0 1 05/15/15 16:30 05/18/15 22:37 7440-66-6
245.1 Mercury Analytical Method:EPA 245.1 Preparation Method:EPA 245.1
Mercury ND ug/L 0.20 1 05/20/15 16:30 05/21/15 14:25 7439-97-6
625 MSSV Analytical Method:EPA 625 Preparation Method:EPA 625
Acenaphthene ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 83-32-9
Acenaphthylene ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 208-96-8
Anthracene ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 120-12-7
Benzidine ND ug/L 50.0 1 05/19/15 09:10 05/20/15 21:49 92-87-5 L2
Benzo(a)anthracene ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 56-55-3
Benzo(a)pyrene ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 50-32-8
Benzo(b)fluoranthene ND ugAL 5.0 1 05/19/15 09:10 05/20/15 21:49 205-99-2
Benzo(g,h,i)perylene ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 191-24-2
Benzo(k)fluoranthene ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 207-08-9
4-Bromophenylphenyl ether ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 101-55-3
Butylbenzylphthalate ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 85-68-7
bis(2-Chloroethoxy)methane ND ug/L 10.0 1 05/19/15 09:10 05/20/15 21:49 111-91-1
bis(2-Chloroethyl)ether ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 111-44-4
bis(2-Chloroisopropyt)ether ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 108-60-1
2-Chloronaphthalene ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 91-58-7
2-Chlorophenol ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 95-57-8
4-Chlorophenylphenyl ether ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 7005-72-3
Chrysene ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 218-01-9
Dibenz(a,h)anthracene ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 53-70-3
1,2-Dichlorobenzene ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 95-50-1
1,3-Dichlorobenzene ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 541-73-1
1,4-Dichlorobenzene ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 1066-7
3,3'-Dichlorobenzidine ND ug/L 25.0 1 05/19/15 09:10 0520/15 21:49 91-94-1
2,4-Dichlorophenol ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 120-83-2
Diethylphthalate ND ug/L 5.0 1 05/19/15 09:10 0520/15 21:49 84-66-2
2,4-Dimethylphenol ND ug/L 10.0 1 05/19/15 09:10 05/20/15 21:49 105-67-9 L3
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced.except in full,
Date:05292015 08:08 AM without the written consent of Pace Analytical Services,Inc.. Page 7 of 32

Paco Analytical Services,Inc.
a
dn�ti ,,,,/a 2225 Riverside Dr.
/v IiUJ�uGUI
Asheville,NC 28804
trirspacdabacam
(82854-7178
ANALYTICAL RESULTS
Project WWTP EFF PPA 5/11-12
Pace Project No.: 92249825
Sample: WWTP EFF PPA Lab ID: 92249625004 Collected: 05/12/15 10:16 Received: 05/13/1513:30 Matrbc Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
625 MSSV Analytical Method:EPA 825 Preparation Method:EPA 625
Dimethylphthalate ND uglL 5.0 1 05/19/15 09:10 05/20/15 21:49 131-11-3
Din-butylphthalate ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 84-74-2
4.6-Dinil o-2-methylphenoI ND ug/L 20.0 1 05/19/15 09:10 05/20/15 21:49 534-52-1
2,4-Dlnitrophenol ND ug/L 50.0 1 05/19/15 09:10 05/20/15 21:49 51-28-5
2,4 Dinitrotoluene ND ugA- 5.0 1 05/19/15 09:10 05/20/15 21:49 121-14-2
2,6-Dina rotoluene ND uglL 5.0 1 05/19/15 09:10 05/20/15 21:49 606-20-2
Dl-n-octylphlhalate ND ughL 5.0 1 05/19/15 09:10 05/20/15 21:49 117-84-0
1,2-Diphenylhydrazine ND ugh 5.0 1 05/19/15 09:10 05/20/15 21:49 122-66-7
bis(2-Ethylhexyl)phthalatee ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 117-81-7
Fluoranthene ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 206-44-0
Fluorene ND ugh 5.0 1 05/19/15 09:10 05/20/15 21:49 86-73-7
Hexachloro-1,3-butadiene ND ugh 5.0 1 05/19/15 09:10 05/20/15 21:49 87-68-3
Hexachlorobenzene ND ugh 5.0 1 05/19/15 09:10 05/20/15 21:49 118-74-1
Hexachlorocydopentadiene ND ugA- 10.0 1 05/19/15 09:10 05/20/15 21:49 77-47-4
Hexachioroethane ND MA- 5.0 1 05/19/15 09:10 05/20/15 21:49 67-72-1
Indeno(1,2,3-od)pyrene ND ug/L 5.0 1 05/19/15 09:10 0520/15 21:49 193-39-5
Isophorone ND ug/L 10.0 1 05/19/15 09:10 0520/15 21:49 78-59-1
334-Met ylphenol(m&p Cresol) ND uglL 10.0 1 05/19/15 09:10 0520/15 21:49
Naphthalene ND uglL 5.0 1 05/19115 09:10 0520/15 21:49 91-20-3
Nitrobenzene ND ug&L 5.0 1 05/19/15 09:10 0520/15 21:49 98-95-3
2-Nltrophenol ND ug/L 5.0 1 05/19/15 09:10 0520/15 21:49 88-75.5
4-Nitrophenol ND uglL 50.0 1 05/19/15 09:10 0520/15 21:49 100-02-7
N-Nltrosodlmethylamine ND ug/L 5.0 1 05/19/15 09:10 05/20/15 21:49 62-75-9
N-NND ugh. 5.0 1 05/19/15 09:10 0520/15 21:49 621-64-7
ND uglL 10.0 1 05/19/15 09:10 0520/15 21:49 8630-6
Pentachlorophenol ND uglL 10.0 1 05/19/15 09:10 05/20/15 21:49 87.86-5
PhenaMhene ND ugA- 5.0 1 05/19/15 09:10 0520/15 21:49 85-01-8
Phenol ND MA- 5.0 1 05/19/15 09:10 0520/15 21:49 108-95-2
Pyrene ND IgA- 5.0 1 05/19/15 09:10 0520/15 21:49 129-00-0
1,2,4-TriGdorobenzene ND uglL 5.0 1 05/19/15 09:10 0520/15 21:49 120-82-1
2,4,6-Trichlorophenol ND Kin- 10.0 1 05/19/15 09:10 0520/15 21:49 88-06-2
Surrogates
Nitrobenzene-d5(S) 48 % 10-120 1 05/19/15 09:10 05/20/15 21:49 4165-60-0
2-Fiuorobiphenyi(S) 34 % 15-120 1 05/19/15 09:10 0520/15 21:49 321-60-8
Terphenyl-d14(S) 89 % 11-131 1 051111509:10 0520/1521:49 1718-51-0
Phenol-d6(S) 11 % 10-120 1 05/19/15 09:10 0520/15 21:49 13127-88-3
2-Fluorophenol(S) 18 % 10-120 1 05/19/15 09:10 0520/15 21:49 367-12-4
2,4,6-Tribromophenol(S) 68 % 10-137 1 05/19/15 09:10 0520/15 21:49 118-79-6
2540C Total Dissolved Solids Analytical Method:SM 2540C
Total Dissolved Solids 187 mg/L 25.0 1 05/15/15 14:44
350.1 Ammonia Analytical Method:EPA 350.1
Nitrogen,Ammonia ND mgIL 0.10 1 05/15/1513:46 7664-41-7
REPORT OF LABORATORY ANALYSIS
This report shell not be reproduced,accept In full,
Date:05/29/2015 08:08 AM without the written consent of Pace Analytical Services,Inc..
Page 8 of 32

• Analytical Sabss,he
ii;„9
ceAn,�f� 2715 Riverside Dr.
�WJu • Pace Asheville.roc 28804
r.r�pecbl�dsaan [phone]
ANALYTICAL RESULTS
Project W WTP EFF PPA 5111-12
Pace Project No.: 92249825
Sample: WWTP EFF PPA Lab ID: 52249825004 Collected: 05/12/1510:16 Received: 05/13/15 13:30 Matrbc Water
Parameters Results Units Report Lima DF Prepared Analyzed CAS No. Qual
351.2 Total Kjeldahl Nitrogen Analytical Method:EPA 351.2
Nitrogen,Kjeldahl.Total 1.2 mg/L 0.50 1 05/21/15 19:42 7727-37-9
353.2 Nitrogen,NO2M03 pros. Analytical Method:EPA 353.2
Nitrogen,NO2 plus NO3 8.1 mg/L 0.080 3 05/28/151928
365.1 Phosphorus,Total Analytical Method:EPA 365.1
Phosphorus 3.2 mg/L 0.050 1 05/20/15 15:03 7723-14-0
REPORT OF LABORATORY ANALYSIS
TN.report shall not be reproduced,=apt h rt.
Date:05/29/2015 08:08 AM without the wrlasn consent d Pace Analytical&Moss,Inc.. Page 9 d 32

• • &;eAllalYticale
Pace Analytical Services,Inc.
2225 Firee Dir.
Asherire. sid
NC 28804
wissoscsirbaeam
[phone]
QUAUFIERS
Project WWTP EFF PPA 5111-12
Pace Project No.: 92249825
DEFINITIONS
DF-Dilution Factor,if reported,represents the factor applied to the reported data due to dilution of the sample aliquot.
ND-Not Detected at or above adjusted reporting limit
J-Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL-Adjusted Method Detection Limit.
PQL-Practical Quantitation Limit.
RL-Reporting LYnlL
S-Surrogate
I,2-Diphenythydrazine decomposes to and cannot be separated from Azobenzene using Method 8270.The result for each analyte is
a combined concentration.
Consistent with EPA guidelines,unrounded data are displayed and have been used to calculate%recovery and RPD values.
LCS(D)-Laboratory Control Sample(Duplicate)
MS(D)-Matrix Spice(Duplicate)
DUP-Sample Duplicate
RPD-Relative Percent Diference
NC-Not Calculable.
SG-Slice Gel-Clean-Up
U-Indicates the compound was analyzed for,but not detected.
Acid preservation may not be appropriate for 2 Chbroethylvkryl ether,Styrene,and Vinyl chloride.
A separate vial preserved to a pH of 4-5 is recommended in SW848 Chapter 4 for the analysis of Acrolein and Acrylonitrie by EPA
Method 8280.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited.Contact your Pace PM for the current list of accredited analytes.
TNI-The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services-Asheville
PASI-C Pace Analytical Services-Charlotte
ANALYTE QUALIFIERS
E Analyte concentration exceeded the calibration range.The reported result is estimated.
LO Analyte recovery in the laboratory control sample(LCS)was outside QC knits.
L2 Analyte recovery in the laboratory control sample(LCS)was below QC limits. Results for this analyte in associated
samples may be biased low.
L3 Analyte recovery in the laboratory control sample(LCS)exceeded QC limits.Analyte presence below reporting limits in
associated samples. Results unaffected by high bias.
M1 Matrix spike recovery exceeded QC knits. Batch accepted based on laboratory control sample(LCS)recovery.
M8 Matrix spice and Matrix spike duplicate recovery not evaluated against control limits due to sample dilution.
R1 RPD value was outside control lints.
SO Surrogate recovery outside laboratory control knits.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in fur.
Date:05/282015 08:08 AM without the written consent of Pace Anslytxal Services,Inc.. Page 29 of 32

•ClN COUNCIL: r." y? 4
BARBARA G.VOLT: CiTu OF j :J ! L'' .� .:z _k�.?. �t rOFFICERS:
L' ""�' JOHN F.CONNET
Mayor The City _ecso s CityManager STEPHENS
SAMUEL H.FRITSCHNER
Mayor Pro Tern City Attorney
STEVE CARAKER WATER AND SFiiWERZ DEPARTMENT TAMMIE K.DRAKE
JERRY A.SMITH,JR. Lee Smith, Utilities Director City Clerk
JEFF MILLER
August 6, 1.2014
e
Division of Water Quality �4%,.a�
Surface Water Protection Section
1617 Mail Service Center44:% 3
Raleigh,N.C. 27699-1617
Dear Sir or Madam,
Please find enclosed the Pollutant Scan results from the City of Hendersonville's WWTP
Effluent(NC0025534)sampled on June 16,2014 . If you have any questions,please feel
free to call me at(828)697-3077.
Sincerely,
Scott Chovan
Laboratory Supervisor
305 Williams St. [e-mail] Phone: [phone]
Hendersonville, NC 28792-4461 www.cityofhendersonville.org Fax: [phone]

"mr'
anual Monitoring and Pollutant Scan�'
' Permit No.//Gaa`JS537 Month i u!y'
Outfall Ce/ Year aloi. ...__... _-
Facility Name_Hendersonville WWTP ORC_Vince Edwards
Date of Sampling 6/16/2014 Phone _(828) 697-3077
Pace Analytical Services, Inc.
Sample Analytical Quantitation Sample Units of Number of
Parameter Type Method Level Result Measurement samples_
Ammonia(as N) Composite EPA 350.1 0.10 <0.10 mg/L 1
Dissolved oxygen Grab SM4500-0 0 0.1 7.0 mg/L 1
Nitrate/Nitrite Composite EPA 353.2 0.10 11.3 mg/L 1
Total Kjeldahl nitrogen Composite EPA 351.2 0.50 1.1 mg/L 1
Total Phosphorus Composite EPA 365.1 0.050 3.2 mg/L 1
Total dissolved solids Composite SM 2540C 25.0 155 mg/L 1
Hardness Composite SM 2340B 0.66 34.1 mg/L 1
Chlorine(total residual,TRC) Grab N/A N/A N/A N/A 0
Oil and grease Grab EPA1664A 5.0 <5.0 __ mg/L 1
Metals(total recoverable),cyanide and total phenols
Antimony Composite EPA 200.7 5.0 <5.0 ug/L 1
Arsenic Composite EPA 200.7 10.0 <10.0 ug/L 1
Beryllium Composite EPA 200.7 1.0 <1.0 ug/L 1
Cadmium Composite EPA 200.7 1.0 <1.0 ug/L 1
Chromium Composite EPA 200.7 5.0 <5.0 ug/L 1
Copper Composite EPA 200.7 5.0 16.5 ug/L 1
Lead Composite EPA 200.7 5.0 <5.0 ug/L 1
Mercury Composite EPA 1631E 0.50 1.55 ng/L 1
Nickel Composite EPA 200.7 5.0 9.4 ug/L 1
Selenium Composite EPA 200.7 10.0 <10.0 ug/L 1
Silver Composite EPA 200.7 5.0 <5.0 ug/L 1
Thallium Composite EPA 200.7 10.0 <10.0 ug/L 1
Zinc Composite EPA 200.7 10.0 60.0 ug/L 1
Cyanide Grab SM4500CN 0.0050 <0.0050 mg/L 1
Total phenolic compounds Grab EPA 420.4 0.015 0.092 mg/L 1
Volatile organic compounds
Acrolein Grab EPA 624 5.0 <5.0 ug/L 1
Acrylonitrile Grab EPA 624 50.0 <50.0 ug/L 1
Benzene Grab EPA 624 2.0 <2.0 ug/L 1
Bromoform Grab EPA 624 2.0 <2.0 ug/L 1
Carbon tetrachloride Grab EPA 624 2.0 <2.0 ug/L 1
Chlorobenzene Grab EPA 624 2.0 <2.0 ug/L 1
Chlorodibromomethane Grab EPA 624 2.0 <2.0 ug/L 1
Chloroethane Grab EPA 624 2.0 <2.0 ug/L 1
2-chloroethylvinyl ether Grab EPA 624 5.0 <5.0 ug/L 1
Chloroform Grab EPA 624 2.0 <2.0 ug/L 1
Dichlorobromomethane Grab EPA 624 2.0 <2.0 ug/L 1
1,1-dichloroethane Grab EPA 624 2.0 <2.0 ug/L 1
1,2-dichloroethane Grab EPA 624 2.0 <2.0 ug/L 1
Trans-1,2-dichloroethylene Grab EPA 624 2.0 <2.0 ug/L 1
Sample Analytical Quantitation Sample ' Units of Number of
Parameter Type Method Level Result Measurement samples
Volatile organic compounds(Cont.)
1,1-dichloroethylene Grab EPA 624 2.0 <2.0 ug/1 1
1,2-dichloropropane Grab EPA 624 2.0 <2.0 _ ug/I 1
1,3-dichioropropylene Grab EPA 624 2.0 <2.0 ug/1 1
Ethylbenzene Grab EPA 624 2.0 <2.0 ug/1 1
Methyl bromide. PPA-1 Grab EPA 624 2.0 <2.0 _ ug/1 �1�
1111 -

annual Monitoring and Pollutant Scan`r f .
• Permit No. /W 00,25531/ Month •J Uly
Outfall , Year AO/d/
Methyl chloride Grab EPA 624 2.0 <2.0 ug/1 1
Methylene chloride Grab EPA 624 2.0 <2.0 ug/1 1
1,1,2,2-tetrachloroethane Grab EPA 624 2.0 <2.0 ug/1 1
Tetrachloroethylene Grab EPA 624 2.0 <2.0 ug/1 1
Toluene Grab EPA 624 2.0 ' • <2.0 ug/1 1
1,1,1-trichloroethane Grab EPA 624 2.0 <2.0 ug/1 1
1,1,2-trichloroethane Grab EPA 624 2.0 <2.0 ug/1 1
Trichloroethylene Grab EPA 624 2.0 <2.0 ug/1 1
Vinyl chloride Grab EPA 624 2.0 <2.0 ug/1 1
Acid-extractable compounds
P-chloro-m-creso Grab EPA 625 10.0 <10.0 ug/1 1
2-chlorophenol Grab EPA 625 5.0 <5.0 ug/1 1
2,4-dichlorophenol Grab EPA 625 5.0 <5.0 ug/1 1
2,4-dimethylphenol Grab EPA 625 10.0 <10.0 ug/1 1
4,6-dinitro-o-cresol Grab EPA 625 20.0 <20.0 ug/1 1
2,4-dinitrophenol Grab EPA 625 50.0 <50.0 ug/1 1
2-nitrophenol Grab EPA 625 5.0 <5.0 ug/1 1
4-nitrophenol Grab EPA 625 50.0 <50.0 ug/1 1
Pentachlorophenol Grab EPA 625 10.0 <10.0 ug/1 1
Phenol Grab EPA 625 5.0 <5.0 ug/1 1
2,4,6-trichlorophenol Grab EPA 625 10.0 <10.0 ug/1 1
Base-neutral compounds
Acenaphthene Grab EPA 625 5.0 <5.0 ug/1 1
Acenaphthylene Grab EPA 625 5.0 <5.0 ug/l 1
Anthracene Grab EPA 625 5.0 <5.0 ug/1 1
Benzidine Grab EPA 625 50.0 <50.0 ug/1 1
Benzo(a)anthracene Grab EPA 625 5.0 <5.0 ug/1 I
Benzo(a)pyrene Grab EPA 625 5.0 <5.0 ug/1 1
3,4 benzofluoranthene Grab EPA 625 5.0 <5.0 , ug/1 1
Benzo(ghi)perylene Grab EPA 625 5.0 <5.0 ug/1 1
Benzo(k)fluoranthene Grab EPA 625 5.0 <5.0 ug/1 1
Bis(2-chloroethoxy)methane Grab EPA 625 10.0 <10.0 • ug/1 1
Bis(2-chloroethyl) ether Grab EPA 625 5.0 <5.0 ug/1 1
Bis(2-chloroisopropyl)ether Grab EPA 625 5.0 <5.0 ug/1 1
Bis (2-ethylhexyl)phthalate Grab EPA 625 5.0 <5.0 ug/I 1
4-bromophenyl phenyl ether Grab EPA 625 5.0 <5.0 ug/1 1
Butyl benzyl phthalate Grab EPA 625 5.0 <5.0 ug/1 1
2-chloronaphthalene Grab EPA 625 5.0 <5.0 ug/1 1
4-chlorophenyl phenyl ether Grab EPA 625 5.0 <5.0 ug/1 1
Sample Analytical Quantitation Sample Units of Number of
Parameter Type Method Level Result Measurement samples
Base-neutral compounds(cont.)
Chrysene Grab EPA 625 5.0 <5.0 ug/1 1
Di-n-butyl phthalate Grab EPA 625 5.0 <5.0 ug/1 1
Di-n-octyl phthalate Grab EPA 625 5.0 <5.0 ug/l 1
Dibenzo(a,h)anthracene Grab EPA 625 5.0 <5.0 ughl 1
1,2-dichlorobenzene Grab EPA 625 5.0 <5.0 ug/1 1
1,3-dichlorobenzene Grab EPA 625 5.0 <5.0 ug/1 1
1,4-dichlorobenzene Grab EPA 625 5.0 <5.0 ug/1 1
3,3-dichlorobenzidine Grab EPA 625 25.0 <25.0 ug/1 1
Diethyl phthalate Grab EPA 625 5.0 <5.0 ug/1 1
Dimethyl phthalate Grab EPA 625 5.0 <5.0 ug/1 1
2,4-dinitrotoluene Grab EPA 625 5.0 <5.0 ug/1 1
2,6-dinitrotoluene Grab EPA 625 5.0 <5.0 ug/1 1
1,2-dipini- 1y��A-1 Grab EPA 625 5.0 <5.0 u/l
mini 1ll� c

Il'innual Monitoring and Pollutant Scam te
• Permit No.��o 6-,s 4/ Month l-rC//),
Outfall . (.)O/ Year..2Q/ f -
Fluoranthene Grab EPA 625 5.0 <5.0 ug/1 1
Fluorene Grab EPA 625 5.0 <5.0 ug/1 1
Hexachlorobenzene Grab EPA 625 5.0 <5.0 ug/1 1
Hexachlorobutadiene Grab EPA 625 5.0 <5.0 ug/1 1
Hexachlorocyclo-pentadiene Grab EPA 625 10.0 <10.0 ug/1 1
Hexachloroethane Grab EPA 625 5.0 <5.0 ug/1 1
Indeno(1,2,3-cd)pyrene Grab EPA 625 5.0 <5.0 ug/1 1
Isophorone Grab EPA 625 10.0 <10.0 ug/1 1
Naphthalene Grab EPA 625 5.0 <5.0 ug/1 1
Nitrobenzene Grab EPA 625 5.0 <5.0 ug/1 1
N-nitrosodi-n-propylamine Grab EPA 625 5.0 <5.0 ug/1 1
N-nitrosodimethylamine ' Grab EPA 625 5.0 <5.0 ug/1 1
N-nitrosodiphenylamine Grab EPA 625 10.0 <10.0 us/1 1
Phenanthrene Grab EPA 625 5.0 <5.0 ug/1 1
Pyrene Grab EPA 625 5.0 <5.0 ug/1 1
1,2,4,-trichlorobenzene Grab EPA 625 5.0 <5.0 ug/1 1
I certify under penalty of law that this document and all attachments were prepared under my direction
and supervision in accordance with a system to design to assure that qualified peri personnel
gather and evaluate the information submitted. Based on my inquiry of the person or persons that
manage the system, or those persons directly responsib]sible for gathering the information
information submitted 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 fines and imprisonment for knowing violations.
9
--/- ` _ . .:
Authorized Represen*bte.name
• i..
Signature
, e
,4 .e ' Gi '
.-1
Date
Form- DMR- PPA-1 Page 3

•
�' - .. /Ralf *11110r Pate Analytical service.,Ina.
erside Dr.
/ /
. PaceAnalytical As. 2225p`'NC 21,
a,w p.csIabacom [phone]
ANALYTICAL RESULTS
Project Wastewater 6/16
Pace Project No.: 92205859
Sample: W WTP EFF PPA GRAB Lab ID: 92208859001 Collected: 06//18/1410:19 Received: 08/1811412:00 Matrix:Water
Parameters Results Units Report limit DF Prepared Analyzed CAS No. Qua!
HEM,OH and Grease Analytical Method:EPA 168848
011 and Grease ND mg/I.. 5.0 1 06/19/14 12:00
824 Volatile Organics Analytical Method:EPA 624
Acrolsin ND ugh 5.0 1 08/30/14 14:57 107-02-8
Acrylonitrile ND ug/L 50.0 1 06/30/14 14:57 107-13-1
Benzene ND ugh 2.0 1 06(30/1414:57 7143-2
Bromodichloromethane ND ugh 2.0 1 06/30/14 14:57 75-274
Bromoform ND ug/L 2.0 1 08/30/14 14:57 75-25-2
Bromomethane ND ug/L 2.0 1 06/30/14 14:57 74-83-9
Carbon tetrachloride ND ug/L 2.0 1 06//30/1414:57 58-23-5
Chlorobenzene ND ugh 2.0 1 08/30/14 14:57 108-90-7
Chloroethane NO ug/L 2.0 1 06/30/14 14:57 75-00-3
2-Chloroethylvinyl ether ND ugh 5.0 1 06/30/14 14:57 110-75-8
Chloroform ND ugh 2.0 1 06/30/14 14:57 67-66-3
Chloromethane ND ug/L 2.0 1 06/30/14 14:57 74-87-3
Dibromochloromethane ND ug/L 2.0 1 06/30/14 14:57 124-48-1
1,1-Dlchloroethane ND ugh. 2.0 1 06/30/1414:57 75-34-3
1.2-Dichloroethane ND ug/L 2.0 1 08/30/14 14:57 107-06-2
1,1-Diddoroethene ND ugh 2.0 1 06/30/14 14:57 75-35-4
trans-1,2-Dlchloroethene ND ug/L 2.0 1 06//30/1414:57 156-60-5
1,2-Dichloropropane ND ug/L 2.0 1 06/30/1414:57 78-87-5
ds-1,3-Dichloropropene ND ug/L 2.0 1 06/30/14 14:57 10061-01-5
trans-1,3-Dichloropropene ND ug/L 2.0 1 06/30/14 14:57 10081-02-6
Ethylbenzene ND ug/L 2.0 1 06/30/14 14:57 10041.4
Methylene Chloride ND ug/L 2.0 1 06/30/14 14:57 75-09-2
1,1,2,2-Tetrachloroethane ND ug/L 2.0 1 06/30/14 14:57 79-34-5
Tetrachloroethene ND ugh 2.0 1 06/30/14 14:57 127-18-4
Toluene ND ug/L 2.0 1 06/30/14 14:57 108-88-3
1,1,1-Trichloroethane ND ug/L 2.0 1 06/30/14 14:57 71-55-6
1,1,2-Trichloroethane ND ug/L 2.0 1 06130/14 14:57 79-00-5
Trichloroethene ND ugh 2.0 1 06/30/14 14:57 79.01-8
Vinyl chloride ND ugh 2.0 1 06/30/14 14:57 75-01-4
Surrogate
4-Bromofluorobenzens(5) 90 % 70-130 1 08/30/14 14:57 480-00-4
Toluene-d8(S) 99 % 70-130 1 06/30/14 14:57 2037-26-5
1,2-Dlchloroethane-d4(S) 100 % 70-130 1 08/30/14 14:57 17060-07-0
420.4 Phenolics,Total Analytical Method:EPA 420.4
Phenol 0.092 mg/L 0.015 3 07/02/14 21:46 108-95-2 M1
4600CNE Cyanide,Total Analytical Method:SM 4500-CN-E
Cyanide ND mg/L 0.0050 1 06/22/1412:12 57-12-5
REPORT OF LABORATORY ANALYSIS
TNI report.hail not be reproduced,accept In tut,
Date:07/03/2014 07:19 AM without the written consent of Pace Analytical Services.Inc.. Page 4 of 31

G. Nur for Pace Analytical Services.Inc.
laceAnalytical' Ad2225
arevenid.o.'
[phone]
ANALYTICAL RESULTS
Project Wastewater 6/16
Pace Project No.: 92205859
Sample: YVINTP EFF PPA GRAB Lab ID: 02205859002 Collected: 06/18/14 15:06 Received: 06/18/14 12:00 Matrix:Water
LLHG
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
1631E M.rcury,Low Level Analytical Method:EPA 1831E Preparation Method:EPA 1631E
Mercury 1.56 ng/L 0.50 1 06/25/1415:00 07/02/14 14:54 7439-97.6
REPORT OF LABORATORY ANALYSIS
This moon shall not be reproduced.except In full,
Date:07/03/2014 07:19 AM without the written consent of Pace Analytical Services,Inc.. Page 5 of 31

/ 1d' NNW Pace Analytical Services,talc.
• ..PaceAnalytica! 2225 Riverside Dr.
8804
wwwpec iabscam Asheville,NC
(929)254-71711-7176
ANALYTICAL RESULTS
Project: Wastewater 6/16
Pace Project No.: 92205859
Sample: FIELD ELK WVKTP EFF Lab ID: 92206869003 Collected: 08/18/1415:06 Received: 06118/14 12:00 Matrix:Water
LLHG
Parameters Results Units Report lJmIt DF Prepared Analyzed CAS No. Qual
1831E Mercury,Low Level Analytical Method:EPA 1831E Preparation Method:EPA 1831E
Mercury ND ng/L 0.50 1 08/25/14 15:00 07/02/14 15:02 7439-97.8
•
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in fit,
Date:07/03/2014 07:19 AM without the written consent of Pace Analytical Services,Ino.. Page 6 of 31

/�' `I Paco Aeaytkal Services,Inc.
. ` .PaceAnalyfical, 2225 Riverside a
Asheville,NC 28804
wenvonceicccoen
[phone]
ANALYTICAL RESULTS
Project: Wastewater 8/18
Pace Project No.: 92205859
Sample: WWTP EFF PPA COMP Lab ID: 82205859004 Collected: 06/16/14 09:20 Received: 06/18/14 12:00 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
200.7 MET ICP Analytical Method:EPA 200.7 Preparation Method:EPA 200.7
Antimony ND ug/L 5.0 1 08/19/14 12:40 06/20/14 19:26 7440-36-0
Arsenic ND ug/L 10.0 1 08/19/14 12:40 06/20/14 19:28 7440-38-2
Beryllium ND ug/L 1.0 1 08/19/14 12:40 08/20/14 19:28 7440-41-7
Cadmium ND ug/L 1.0 1 06/19/14 12:40 06/20/14 19:28 7440-43-9
Calcium 10200 ug/L 100 1 08/19/14 12:40 06/20/14 19:26 7440-70-2
Chromium ND ug/L 5.0 1 08/19/14 12:40 06/20/14 19:28 7440-47-3
Copper 18.5 ug/L 5.0 1 08/19/14 12:40 08/20/141926 7440-50-8
Lead ND ugh 5.0 1 00/19/14 12:40 06/20/14 19:26 7439-92-1
Magnesium 2110 ugh 100 1 08/19/14 12:40 08120/14 19:26 7439-95-4
Nickel 9.4 ug/L 5.0 1 06/19/14 12:40 06/20/14 19:28 7440-02-0
Selenium ND ugh 10.0 1 08/19/1412:40 08/20/1419:26 778249-2
Silver ND ugh 8.0 1 06/19/14 12:40 06/20/14 19:28 7440-22-4
Thallium ND ugh 10.0 1 08/19/14 12:40 08/20/1419:26 7440-28-0
Hardness,Total(SM 23408) 34100 ug/L 682 1 08/19/14 12:40 06/20/14 19:26
Zinc 60.0 ug/L 10.0 1 08119/1412:40 06/20/14 19:28 7440.66-6
625 MSSV Analytical Method:EPA 825 Preparation Method:EPA 625
Acenaphthene ND ug/L 5.0 1 06/23/14 08:25 06/25/14 06:58 83-32-9
Acenaphthylene ND ugh 5.0 1 08/23/14 08:25 06/25/14 08:56 208-98-8
Anthracene ND ugh 5.0 1 06/23/14 08:25 06/25/14 08:58 120-12-7
Benzidine ND ugh 50.0 1 08/23/14 0825 06/25/14 08:56 92-87-5
Benzo(a)anthracene ND ug/L 5.0 1 06/23/14 08:25 06/25/14 06:56 58-55-3
Benzo(a)pyrene ND ugh 5.0 1 06/23/14 08:25 06/25/14 06:56 5032-8
Benzo(b)fluoranthene ND ugh 5.0 1 08/23/14 08:25 08/26/14 06:56 205-99-2
Benzo(0,1)perylene ND ugh 5.0 1 08/23/14 08:25 08/25/14 08:56 191-24-2
Benzo(k)fluoranthene ND ugh 5.0 1 06/23/14 08:25 06125/14 08:58 207-08-9
4-Bromaphenylphenyt ether ND ug/L 5.0 1 08/23/14 08:25 06/25/14 06:56 101-55-3
Butylbenzylphthalate ND ug/L 5.0 1 06/23/14 08:25 06/25/14 06:56 85-68-7
bis(2-Chloroethoxy)methane ND ug/L 10.0 1 06/23/14 08:25 06/25/14 08:56 111-91-1
bis(2-Chloroethy1)ether ND ug/L 5.0 1 06/23/14 08:28 06/25/14 06:58 11144.4
bls(2-Chloroisopropyl)ether ND ug/L 5.0 1 08/23/14 08:25 0825/14 08:56 108.80-1
2-Chloranaphthalene ND ug/L 5.0 1 08/23/1408:25 08/25/14 06:56 91-58-7
2-Chlorophenol ND ugh 5.0 1 08/23/14 08:25 08/25/14 08:56 95-57-8
4-Chlorophenylphenyl ether ND ugh 5.0 1 06/23/14 08:25 06/25/14 08:56 7005-72-3
Chrysene ND ugh. 5.0 1 08/23/14 0825 06/25/14 08:58 218-01-9
Dibenz(a,h)anthracene ND ugh 5.0 1 08/23/14 08:25 0825/14 08:56 53-70-3
1,2-Dlchiorobenzena ND ug/L 5.0 1 06/23/14 08:25 06/25/14 06:56 95-50-1
1,3-Dichlorobenzene ND ug/L 5.0 1 06/23/14 08:25 06/28/14 06:58 541-73-1
1.4-Dichlorobenzene ND ug/L 5.0 1 0823/14 08:25 08/25/14 06:58 106-48-7
3,3'-Dichlorobenzld ne ND ugh 25.0 1 0623/14 08:25 08/25/14 06:58 91-94-1
2.4-Oichiorophenol ND ugh 5.0 1 06/23/14 0825 06/25/14 08:58 120-83-2
Dletltylphthalate ND ugh 5.0 1 06/23/14 08:25 08/25/1406:56 84-68-2
2,4-Dimethylphenol ND ug/L 10.0 1 08/23/14 08:25 08/25/1408:58 105-87-9
Dimetylphihsute ND ug/L 5.0 1 08/23/14 08:25 06/26/14 08:58 131-11-3
DM-butyiphthalate ND ug/L 5.0 1 08/23/14 08:25 06/25/14 06:58 84-74-2
4,6-Dinitro-2-methylphenol ND Ug/L 20.0 1 08/23/14 0825 06/25/1406:58 534-52-1
2,4-Dinitrophenol ND ugh 50.0 1 0823/14 08:25 0825/14 06:88 51-28-5
REPORT OF LABORATORY ANALYSIS
Thu report shell not be reproduced,except In full,
Date:07/03/2014 07:19 AM without the mitten consent of Pace Analytical Sargon,Inc.. Page 7 of 31

lytical Services.Mc-
Riverside
aceAnal kale r.. IMAM5 �
bny,, cont Asheville,NC 28804
[phone]
ANALYTICAL RESULTS
Project: wastewater 6/16
Pace Protect No.: 92205859
Sample: W WTP EFF PPA COMP Lab ID: 92205869004 Collected: 06/18/14 09:20 Received: 08/18/14 12:00 Matrix:Water
Parameters Results Units Report Limit OF Prepared Analyzed CAS No. Qual
825 MSSV Analytical Method:EPA 625 Preparation Method:EPA 625
2,4-Dinitrotoiuene ND ug/L 5.0 1 06/23/14 08:25 06/25/14 06:58 121-14-2
2,8-Dinitrotokiene ND ug/L 5.0 1 0623/14 08:25 06/25/14 06:66 608-20-2
Dl-n-octyiphthalate ND ug/L 5.0 1 06/23/14 08:25 0825/14 08:56 117-84-0
12-Diphenyihydrazine ND ugh 5.0 1 08/23/14 08:25 06/25/14 08:58 122.88-7
bis(2-Ethylhexyl)phthaiate ND ug/L 5.0 1 0623/14 08:25 06/25/14 06:58 117-81-7
Fluoranthene ND ug/L 5.0 1 0823/14 08:26 0625/14 06:58 206.44-0
Fluorene ND ugh 5.0 1 0823/14 08:25 06/25/1406:56 86-73-7
Hexachioro-1.3-butadlene ND ug/L 5.0 1 08/23/14 08:25 0825/14 06:58 87-68-3
Hexachlorobenzene ND ugh 5.0 1 08/23/14 08:25 0625/14 08:56 118-74-1
Hexachlorocyciopentadiene ND ug/L 10.0 1 06/23/14 05:25 06/25/14 06:58 77-47-4
Hexachioroethane ND ug/L 5.0 1 08/23/14 08:25 08/25/14 06:58 87.72.1
Indeno(1,2,3-cd)pyrene •
ND ug/L 5.0 1 0823/14 08:25 06/25/14 06:58 193-39-5
Isophorone ND ug/L 10.0 1 06/23/14 08:25 06/25/14 06:58 78-59-1
364-Methyiphenof(m&p Cresol) ND ugh 10.0 1 06/23/14 08:25 0625/14 06:56
Naphthalene ND ugh 5.0 1 06/23/14 08:25 06/25/14 08:56 91-20-3
Nitrobenzene ND ug/L 5.0 1 08/23/1408:25 0625/14 06:56 98-95-3
2-Nltrophenol ND ugh 5.0 1 0823/14 08:25 0825/14 08:58 88-75-5
4-Nitrophenol ND ug/L 9 50.0 1 06/23/14 08:25 06/25/14 06:56 100-02-7
N-Nitrosodlmethylamine ND ugh 5.0 1 06/23/14 06:25 08/25/14 06:56 62-75-9
N-Nitroso-di-n-propylamine ND ug/L 5.0 1 06/23/14 08:25 06/25/14 06:56 621-64-7
N-Nitrosodiphenylamine ND ug/L 10.0 1 08/23/14 08:25 0625/14 06:56 86-30-6
Pentachlorophenol ND ug/L 10.0 1 06/23/14 08:25 06/25/14 06:56 67-86-5
Phenanthrene ND ugh 5.0 1 06/23/14 08:25 06/25/14 06:58 85-01-8
Phenol ND ugh 5.0 1 06/23/14 08:25 0825/14 06:56 108-95-2
ane ND ug/L 5.0 1 08/23/14 08:25 06/25/14 06:56 129-00-0
1,2,4-Trichlorobenzene ND ugh 5.0 1 06/23/14 08:25 08/25/14 06:58 120-82-1
2,4,6-Trichlorophenol
4.6-T�rophenol ND ugh 10.0 1 0623/14 08:25 06/25/14 08:58 88-06-2
Nitrobenzene-d5(S) 25 % 10-120 1 06/23/14 08:25 06/25/14 06:56 4165-80-0
2-Fluorobiphenyl(S) 24 % 15-120 1 0823/14 08:25 06/25/14 08:58 321.80-8
Terphenyi-d14(S) 57% 11-131 1 0823/1408:26 06/25/1408:56 1716-51-0
Phenol-d8(S) 10 % 10-120 1 06/23/14 08:25 0625/14 06:56 13127-88-3
2-Fluorophenol(S) 14 % 10-120 1 0623/14 08:25 06/25/14 06:56 387-12-4
2,4,8-Tribromophenol(S) 19 % 10-137 1 0623/14 08:26 06/25/14 06:58 118-79-6
2540C Total Dissolved Solids Analytical Method:SM 2540C
Total Dissolved Solids 155 mg/L 25.0 1 06/23/14 14:39
350.1 Ammonia Analytical Method:EPA 350.1
Nitrogen,Ammonia ND mg/L 0.10 1
06/18/1416:58 7664-41-7
351.2 Total Kjeldahl Nitrogen Analytical Method:EPA 351.2
Nitrogen,Kjeldahl,Total 1.1 mg/L 0.50 1
08f19/1416:26 7727-37-9
363.2 Nitrogen,NO2/NO3 pros. Analytical Method:EPA 353.2
Nitrogen,NO2 plus NO3 11.3 mg/L 0.10 5
08/27/1418:44
REPORT OF LABORATORY ANALYSIS
THe report shell not be reproduced,except In run,
Date:07/03/2014 07:19 AM without the wduen consent or Pace Anslytlal Services,Inc.. Page 8 of 31

'lurer'
rPace An. Sep/Ices,Inc.
dCB�lal Cc?I NEIyuw2225 a
Asheville,NC 28804
Nwmpaceiehs.cam
[phone]
ANALYTICAL RESULTS
Project: Wastewater 6/16
Pace Project No.: 92205859
Sample: W WTP EFF PPA COMP Lab ID: 92206859004 Collected: 06/18/14 09:20 Received: 06/18/14 12:00 Matrix:Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Dual
365.1 Phosphorus,Total Analytical Method:EPA 365.1
Phosphorus 3.2 mg/L 0.050 1 08/24/14 16:45 7723-14-0
REPORT OF LABORATORY ANALYSIS
This report shill not be reproduced.except In full,
Date:07/03/2014 07:19 AM wtthout the written consent of pace Anolytlgl Sates,Inc.. Pape 9 of 31

•
ter' Pace Analytical Services,Inc.
Pace Analytics! 2225 Riverside Dr.
M+mcaebr.wa A�ravifle,NC 28804
[phone]
QUALIFIERS
Project: Wastewater 8/18
Pace Project No.: 92205859
DEFINITIONS
DF-Dilution Factor,if reported,represents the factor applied to the reported data due to changes in sample preparation,dilution of
the sample aliquot,or moisture content
ND-Not Detected at or above adjusted reporting limit.
.1-Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL-Adjusted Method Detection Limit.
PQL-Practical Quantitation Limit.
RL-Reporting Limit.
S-Surrogate
1,2-Diphenylhydrazine(8270 listed analyte)decomposes toAzobenzene.
Consistent with EPA guidelines,unrounded date are displayed and have been used to calculate%recovery and RPD values.
LCS(D)-Laboratory Control Sample(Duplicate)
MS(D)-Matrix Spike(Duplicate)
DUP-Sample Duplicate
RPD-Relative Percent Difference
NC-Not Calculable.
SG-Silica Gel-Clean-Up
U-Indicates the compound was analyzed for,but not detected.
eodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
anaiyte is a combined concentration.
Acid preservation may not be appropriate for 2-Chloroethylvinyl ether,Styrene,and Vinyl chloride.
LOD-Limit of Detection.
LOQ-Limit of Quantitation.
Pace Analytical is TNI accredited.Contact your Pace PM for the current list of accredited analytes.
TNI-The NELAC institute.
LABORATORIES
PAST-A Pace Analytical Services-Asheville
PAS1-C Pace Analytical Services-Charlotte
ANALYTE QUALIFIERS
D6 The relative percent difference(RPD)between the sample and sample duplicate exceeded laboratory control limits.
L2 Analyte recovery in the laboratory control sample(LCS)was below QC limits. Results for this analyte In associated
samples may be biased low.
MO . Matrix spike recovery and/or matrix spike duplicate recovery was outside laboratory control limits.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample(LCS)recovery.
M6 Matrix spike and Matrix spike duplicate recovery not evaluated against control limits due to sample dilution,
R1 RPD value was outside control limits.
REPORT OF LABORATORY ANALYSIS
Date:07f03l2014 07:19 AMThis report shell not be reproduced,except In full,
without the written consent of Pace Analytical Services,Inc..
Page 28 of 31

CHAIN-OF-CUSTODY/Analytical Request Document
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DATE TIME ACC D B`!/AFFl •TION DATE 'hue SAMPLE CONDITIONS
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'Mportard Note By 090mg this lam you are accepting Pace's NET 311 day payment terms and apreeNr9 m late charges of 1,5%per month fn¢en-G
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OFFICERS:
. CRY COUNCIL:
JOHN F.CONNET
BARBARA G.VOLK G p OF HEiERSONVftL
Mayor The City of Four seasons City Manager
JEFF COWS SAMUEL.H.FRrrsCHNER
Mayor Pro Tem City Attorney
STEVE CARAi:ER WATER.AND SEWER TAMMLE K.DRAKE
JERRY A.SMITH.JR. Lee Smith, Utilities Director city Clerk
RON STEPHENS
October 17,2013
Division of Water Quality
Surface Water Protection Section
1617 Mail Service Center
Raleigh,N.C.27699-1617
Dear Sir or Madam,
Please find enclosed the Pollutant Scan results from the City of Hendersonville's WWTP
Effluent(NC0025534)sampled on September 19,2013 . If you have any questions,
please feel free to call me at(828)697-3077.
Sincerely,
Scott Chovan,Laboratory Supervisor
305 Williams St. • [e-mail] Phone: [phone]
Hendersonville, NC 28792-4461 www.cityofhendersonvflle.org Fax: [phone]

ual Monitoring and Pollutant Sean �'
Permit No.M.:00...-25...-3"
Month '/G.ZN:
Outfall 62/ Year . O
Facility Name_Hendersonville WWTP ORC_Vince Edwards
Date of Sampling 9/19/2013 Phone _(828) 697-3077
Pace Analytical Services, Inc.
Sample Analytical Quantitation Sample Units of Number of
Parameter 'lopeMethod Level Result Measurement samples
_
Ammonia(as N) Composite EPA 350.1 _ 0.10 <0.10 mg/L 1
Dissolved oxygen Grab SM4500-0 G 0.1 6.9 mg/L 1
Nitrate/Nitrite . Composite EPA 353.2 0.10 13.3 mg/L 1
Total Kjeldahl nitrogen Composite EPA 351.2 0.50 1.1 mg/L 1
Total Phosphorus Composite EPA 365.1 0.050 2.9 mg/L 1
Total dissolved solids Composite SM 2540C 25.0 211 mg/L 1
Hardness Composite SM 2340B 0.66 32.2 mg/L 1
Chlorine(total residual,TRC) Grab N/A N/A N/A N/A 0
Oil and grease Grab EPA1664A 5.0 <5.0 mg/L 1
Metals(total recoverable),cyanide and total phenols
Antimony Composite EPA 200.7 5.0 <5.0 ug/L 1
Arsenic Composite EPA 200.7 10.0 <10.0 ug/L 1
Beryllium Composite EPA 200.7 1.0 <1.0 ug/L 1
Cadmium Composite EPA 200.7 1.0 <1.0 ug/L 1
Chromium Composite EPA 200.7 5.0 <5.0 ug/L 1
Copper Composite EPA 200.7 5.0 15.3 ug/L 1
Lead Composite EPA 200.7 5.0 <5.0 ug/L 1
Mercury Composite EPA 1631E 0.50 0.955 ng/L 1
Nickel Composite EPA 200.7 5.0 7.3 ug/L 1
Selenium Composite EPA 200.7 10.0 <10.0 ug/L 1
Silver Composite EPA 200.7 5.0 <5.0 ug/L 1
Thallium Composite EPA 200.7 10.0 <10.0 ug/L 1
Zinc Composite EPA 200.7 10.0 53.5 ug/L 1
Cyanide Grab SM4500CN 0.0050 0.0065 mg/L 1
Total phenolic compounds Grab EPA 420.4 0.0050 0.0084 mg/L 1
Volatile organic compounds
Acrolein Grab EPA 624 100 <100 ug/L 1
Acrylonitrile Grab EPA 624 50.0 <50.0 ug/L 1
Benzene Grab EPA 624 5.0 <5.0 ug/L 1
Bromoform Grab EPA 624 5.0 <5.0 ug/L 1
Carbon tetrachloride Grab EPA 624 5.0 <5.0 ug/L 1
Chlorobenzene Grab EPA 624 5.0 <5.0 ug/L 1
Chlorodibromomethane Grab EPA 624 5.0 <5.0 ug/L 1
Chloroethane Grab EPA 624 10 <10, ug/L 1
2-chloroethylvinyl ether Grab EPA 624 10 <10 1 ug/L 1
Chloroform Grab EPA 624 5.0 <5.0 ug/L 1
Dichiorobromomethane Grab EPA 624 5.0 <5.0 ug/L 1
1,1-dichloroethane Grab EPA 624 5.0 <5.0 ug/L 1
1,2-dichloroethane Grab EPA 624 5.0 <5.0 ug/L 1
Trans-l,2-dichloroethylene _ Grab EPA 624 _ 5.0 <5.0 ug/L 1
Parameter Sample -Analytical Quantitation' Sample Units of Number of
TYPe Method Level Result Measurement samples
Volatile organic compounds(Cont.)
1,1-dichloroethylene Grab EPA 624 5.0 <5.0 ug/1 1
1,2-dichloropropane Grab EPA 624 5.0 <5.0 ug/1 1
1,3-dichloropropylene Grab EPA 624 5.0 <5.0 ug/1 1
Ethylbenzene Grab EPA 624 5.0 <5.0 ug/1 1
Methrubromj R-PPA-1 Grab EPA 624 5.0 <5.0 ug/1 ,
D P'agv 11

` nual Monitoring and Pollutant Scan �' L
Permit No./It 4C��.5�.S.�yiMonth T6P
Outfall OW Year D/.
Methyl chloride Grab EPA 624 5.0 <5.0 ug/1 1
Methylene chloride Grab EPA 624 5.0 - <5.0 ug/1 1
1,1,2,2-tetrachloroethane - Grab EPA 624 5.0 <5.0 ug/1 1
Tetrachloroethylene Grab EPA 624 5.0 <5.0 ug/1 1
Toluene Grab EPA 624 5.0 <5.0 ug/1 1
1,1,1-trichloroethane Grab EPA 624 5.0 <5.0 ug/1 1
1,1,2-trichloroethane Grab EPA 624 5.0 <5.0 ug/1 1
Trichloroethylene Grab EPA 624 _ 5.0 <5.0 ug/1 1
Vinyl chloride Grab EPA 624 5.0 <5.0 ug/1 1
Acid-extractable compounds
P-chloro-m-creno Grab EPA 625 10.0 <10.0 ug/1 1
2-chlorophenol Grab EPA 625 5.0 <5.0 ug/1 1
2,4-dichlorophenol Grab EPA 625 5.0 <5.0 ug/1 1
2,4-dimethylphenol Grab EPA 625 10.0 <10.0 ug/1 1
4,6-dinitro-o-cresol Grab EPA 625 20.0 <20.0 ug/1 1
2,4-dinitrophenol Grab EPA 625 50.0 <50.0 ug/1 1
2-nitrophenol Grab EPA 625 5.0 <5.0 ug/1 1
4-nitrophenol Grab EPA 625 50.0 <50.0 ug/1 1
Pentachlorophenol Grab EPA 625 10.0 <10.0 ugh! 1
Phenol Grab EPA 625 5.0 <5.0 ug/1 1
2,4,6-trichlorophenol Grab EPA 625 10.0 <10.0 ug/1 1
Base-neutral compounds
Acenaphthene Grab EPA 625 5.0 <5.0 ugh 1
Acenaphthylene Grab EPA 625 5.0 <5.0 ug/1 _ 1
Anthracene Grab EPA 625 5.0 <5.0 ug/1 1
Benzidine Grab EPA 625 50.0 <50.0 ug/1 1
Benzo(a)anthracene Grab EPA 625 5.0 <5.0 ug/l 1
Benzo(a)pyrene Grab EPA 625 _ 5.0 _ <5.0 ug/1 1
3,4 benzofluoranthene Grab EPAEPA 625 5.0 <5.0. ug/1 1
Benzo(ghi)perylene Grab A 625 r 5.0 <5.0 ug/1 1
Benzo(k)fluoranthene Grab EPA 625 5.0 <5.0 ug/1 1
Bis(2-chloroethoxy)methane Grab EPA 625 10.0 <10.0 ug/1 1
Bis(2-chloroethyl)ether Grab EPA 625 5.0 <5.0 ug/1 1 _
Bis(2-chloroisopropyl)ether Grab EPA 625 5.0 <5.0 ug/1 1 -
Bis(2-ethylhexyl)phthalate Grab EPA 625 5.0 <5.0 ug/1 1
4-bromophenyl phenyl ether Grab EPA 625 5.0 <5.0 ug/1 I
Butyl benzyl phthalate Grab EPA 625 _ 5.0 <5.0 ug/1 1
2-chloronaphthalene Grab EPA 625 5.0 <5.0 ug/1 1
4-chlorophenyl phenyl ether _ Grab EPA 625 5.0 <5.0 ug/1 1
Sample Analytical Quantitation Sample Unita of Number of
Parameter Type Method Level Result Measurement samples
Base-neutral compounds(cony
Chrysene Grab EPA 625 5.0 <5.0 ug/1 1
Di-n-butyl phthalate Grab EPA 625 5.0 <5.0 ug/1 1
Di-n-octyl phthalate Grab EPA 625 5.0 <5.0 ug/1 1
Dibenzo(a,h)anthracene Grab EPA 625 5.0 <5.0 ug/1 1
1,2-dichlorobenzene Grab EPA 625 5.0 <5.0 ug/1 1
1,3-dichlorobenzene Grab EPA 625 5.0 <5.0 ug/1 1
1,4-dichlorobenzene Grab EPA 625 5.0 <5.0 ug/1 1
3,3-dichlorobenzidine Grab EPA 625 25.0 <25.0 ug/1 1
Diethyl phthalate Grab EPA 625 5.0 <5.0 ug/1 1
Dimethyl phthalate Grab EPA 625 5.0 <5.0 ug/1 1
2,4-dinitrotoluene Grab EPA 625 5.0 <5.0 ug/1 1
2,6-dinitrotoluene Grab EPA 625 5.0 <5.0 ug/1 1
1,2-itheglli+izi�gyA-1 Grab EPA 625 5.0 <5.0 ug/112

i
`!!banal Monitoring and Pollutant seas Now. Permit No.//C Oon/$S.5y /�
Outfall 00/ Month .6C,l.6ert
Year old/3
Fluoranthene Grab EPA 625 5.0 <5.0 ug/1 1
Fluorene Grab EPA 625 5.0 _ <5.0 ug/1 1
Hexachlorobenzene Grab `EPA 625 5.0 <5.0 ug/1 1
Hexachlorobutadiene Grab EPA 625 5.0 <5.0 ug/1 1
Hexachlorocyclo-pentadiene Grab EPA 625 10.0 <10.0 ug/1 1
Hexachloroethane Grab EPA 625 5.0 <5.0 ug/1 1
Indeno(1,2,3-cd)pyrene Grab EPA 625 5.0 - <5.0 ug/1 1
Isophorone Grab EPA 625 10.0 <10.0 ug/1 1
Naphthalene Grab EPA 625 5.0 <5.0
Nitrobenzene Grab EPA 625 - ug/l 1
5.0 <5.0 ug/1 1
N-nitrosodi-n-propylamine Grab EPA 625 5.0 <5.0 ug/1 1
N-nitrosodimethylamine Grab EPA 625 5.0 <5.0
ug/1 1
N-nitrosodiphenylamine Grab EPA 625 10.0 <10.0 ug/1 1
Phenanthrene Grab EPA 625 5.0 <5.0
Pyrene Grab EPA 625 5.0 <5.0 ug/1 1
,1,2,41-trichlorobenzene Grab EPA 625 5.0 <5.0 ug/1 1
ug/1 1
I certify under penalty of law that this document and all attachments were prepared under my direction
and supervision in accordance with a system to design to assure that qualified pert personnel
gather and evaluate the information submitted. Based on my inquiry of the person or persons that
manage the system, or those persons directly responsibl sible forgathering
information submitted is , to the best of my knowledge the information
and belief, true,accurate and complete. I am
aware that there are significant penalties for submitting false information, including the
possibility of fines and imprisonment for knowing violations.
k'
+
_thuth�r ,zed RepreseatiVe name
`Signature_.. - )
'.')/1�•''', -.T �
Date I r
Forza - DMR- PPA-1
Page 3

Pace Analytical Services,Inc.
• ZAna&4iCaI•
2225 Riverside Dr.
yaw Asheville,NC 28804
www.psoNs6s.cam
[phone]
Page 1 of 1
Laboratory Report
Mr. Scott Chovan Report Date: 11/26/2014
City of Hendersonville VVVVTP Date Received: 11/18/2014
99 Balfour Road
Hendersonville, NC 28792
Project: Bioassay NC0025534
Pace Project No.:92226067
Sample: Pipe 001 Lab ID: 92226067001 Collected: 11/18/14 09:16 Matrix: Water
Parameters Results Units Report Limit Analyzed Qualifiers
C.dubia Pass/Fail C PASS 11/19/14 00:00
Reviewed by:
Pam Cotten
pam.cotten©pacelabs.corn
Raleigh Certification IDs
6701 Conference Drive,Raleigh,NC 27607 North Carolina Bioassay Certification#: 16
North Carolina Wastewater Certification#:67 North Carolina Drinking Water Certification#:37731
RECEIVED DEC 0 2 2014
(Po uJ

4m, low
Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 11/26/14
Facility: CITY OF HENDERSONVILLE WWTP NPDES#: NC0025534 Pipe#: 001 County: HENDERSON
Laboratory Performing Test: PACE ANALYTICAL
Comments:
X
Sig ur o orator in Responsible Charge
X
Signature o aboratory Supervisor * PASSED: 12.28% Reduction *
Work Order: 9222-6067 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Water Quality
N.C. DENR
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t =
Tabular t =
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 % Reduction = 12.28
% Mortality Avg.Reprod.
# Young Produced 20 24 20 30 27 28 20 21 26 21 27 21
0.00 23.75
Control Control
Adult (L)ive (D)ead L L L L L L L L L L L L
8.33 20.83
Treatment 2 Treatment 2
Effluent t: 18% - -
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
15.457% PASS FAIL
# Young Produced 3 23 24 25 22 22 19 25 25 20 20 22 % control orgs X
producing 3rd
brood Check One
Adult (L)ive (D)ead D L L L L L L L L L L L 100%
lst sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 11/19/14
Control 7.61 7.87 7.87 7.80 7.71 7.64 Collection (Start) Date
Sample 1: 11/17/14 Sample 2: 11/19/14
Treatment 2 7.53 7.46 7.62 7.74 7.63 7.78 Sample Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 23 hrs L A A
✓ d r d r d U M M
t t t Sample 2 X 24 hrs T P P
let sample 1st sample 2nd sample
D.O. Hardness(mg/1) 38
Control 7.36 7.60 8.23 7.74 7.78 7.70
Spec. Cond. (µmhos) 105 291.5 301.0
Treatment 2 7.92 7.54 8.08 7.65 7.43 7.53
Chlorine(mg/1) <0.1 <0.1
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 0.4 0.5
(Mortality expressed as %, combining replicates) I
Note: Please
% % % % % % % I I I Concentration Complete This
Section Also
% % % I I I I I I I Mortality
start/end start/end
LC50 - I Method of Determination Control
95% Confidence Limits Moving Average -- Probit
I -- I Spearman Barber _ Other - High
Conc.
pH D.O.
Organism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DWQ form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.41)

Effluent Toxicity Statistical Results - Chronic Pass/Fail Date: 11/26/14
Facility: CITY OF HENDERSONVILLE WWTP NPDES#: NC0025534 Pipe#: 001 County:HENDERSON
Laboratory Performing Test: PACE ANALYTICAL
Reduction: 12.28% CONTROL 18% Effluent
# Replicates 12 12
Female Live 12 11
Adult Male 0 0
Adult Dead 0 1
Adult Mortality 0.00% 8.33%
# Neonates 285 250
•
Mean # Neonates 23.750 20.833
Standard Deviation 3.671 5.982
Coefficient of Variation 15.457%
Fisher's Exact Test
A = 12 B = 12 a = 12 b = 11
a/A = 1.00 b/B = 0.92
Success is: survival
Critical b value = 8
11 > 8
The test concludes that the proportion of survival is not
significantly different for the control and the effluent groups.
Test Passes!
SHAPIRO-WILK'S TEST FOR NORMAL DISTRIBUTION OF DATA
•
ORDERED OBSERVATIONS
i Group Neonates Centered i Group Neonates Centered
1 E 3 -17.8333 13 E 22 1.1667
2 C 20 -3.7500 14 E 22 1.1667
3 C 20 -3.7500 15 E 23 2.1667
4 C 20 -3.7500 16 C 26 2.2500
5 C 21 -2.7500 17 E 24 3.1667
6 C 21 -2.7500 18 C 27 3.2500
7 C 21 -2.7500 19 C 27 3.2500
8 E 19 -1.8333 20 E 25 4.1667
9 E 20 -0.8333 21 E 25 4.1667
10 E 20 -0.8333 22 E 25 4.1667
11 C 24 0.2500 23 C 28 4.2500
12 5 22 1.1667 24 C 30 6.2500

SHAPIRO-WIVIS TEST FOR NORMAL DISTRIBUTIONW DATA (cont.)
COEFFICIENTS AND DIFFERENCES
i x(n-i-1) x(i) a(i) x(n-i-1) - x(i)
1 6.2500 -17.8333 0.4493 24.0833
2 4.2500 -3.7500 0.3098 8.0000
3 4.1667 -3.7500 0.2554 7.9167
4 4.1667 -3.7500 0.2145 7.9167
5 4.1667 -2.7500 0.1807 6.9167
6 3.2500 -2.7500 0.1512 6.0000
7 3.2500 -2.7500 0.1245 6.0000
8 3.1667 -1.8333 0.0997 5.0000
9 2.2500 -0.8333 0.0764 3.0833
10 2.1667 -0.8333 0.0539 3.0000
11 1.1667 0.2500 0.0321 0.9167
12 1.1667 1.1667 0.0107 0.0000
1
W = X 434.6525
541.9167
Calculated W = 0.802 Critical W = 0.884 •
0.802 < 0.884
The reproduction data is not normally distributed
evaluated at a 99% confidence interval
Test Failed!
Wilcoxon Rank Sum Test
Rank Sum - Effluent Group(treatment) : 133 Control Group: 168
Mann-Whitney U = 54.5 nl(treatment) = 12 n2(control) = 12
The critical value from TABLE A.15 (0.01 Level of T) for the above n values:
Critical T = 109
133 > 109
The Sum of the Ranks of the effluent group is greater than the significant
value from the table. Therefore there is no significant difference between
the means of the effluent and control groups and the test passes.
TEST PASSES
Chronic Test PASSES
The reduction was less then 20%

Ceriodaphnia dubia Chronic Pass/Fail Toxicity Test
Client: ?YN., "S1.4.�\\ 1NO-CeDays Fed ByTime
NPDES#: NC C�L?<�5 531
Culture ransfer(Date/Time): 013114 /S:=p Organism Born(Date/Time): 1(It%)t4 / 3'-46fi,,, -g'• ,,, Day 0 rix. 1--25
Age of Organism: (hf s --S‘{nw..N Time Fed(Culture): G$le-, Organism source: OetDay 1 "Z,_ 6 /-04„)
Dilution Water atch: IA 4 Temp Dilution Water: 2`k%% Temp tock solution 2`k.1- Day 2
Start Date: 'i 4 Time:.L_,_,4,..47F;, Analyst: (' - Randomized: Incubator: AAA Day 3 Nw ID:s-a
1S`Transfer Date: t t Lt1 N Time: 1'%,�,., Analyst: e-N-.
2°d Transfer Date: 11,`2�1t`t Time: (9( L4' Analyst: v�:� Day 4 � l) <<5-9
Ending Date: tkI24)1‘4 Time: 0$ 5 Analyst: 4 a*-- Reviewed by: 'P' `---- Day 5 fr-5,_ c,. 2..-
_____
---- ----------------------------------------------------------- ---------- L 2'
------- - ---- -- Day 6D3 DS1
c7Control
Day 2 1 2 3 4 5 6 7 8 9 10 11 12 Collection (Start)Date
#Young Produced © O v .C>
1st Sample: 11 Il�j 2nd Sample: ‘1)9)1(-1
{ Adult: Live, Dead tr 4-- L - L- -`_ \— L- \.. Sample Type/Duration
Grab Composite Duration
Day 5 1 2 3 4 5 6 7 8 9 10 11 12 ls` Sample
#Young Produced 10. tit 8 .31'c to11a I11 �R sl$ �(e3 dt ti�- 51to 2nd L•/' r3 3
Adult: Live, Dead L- L L t_ 'k-_ L L- �` Sample ✓ N2'�
Day 7 1 2 3 4 5 6 7 8 9 10 11 12 Control 11 S` Sample 2°d Sample
#Young Produced C1 9, 11 H 11 ) a 1i It., 't-) 11 Hardness
Adult: Live, Dead L L L. L- L L. L >r (m:11-) 38•t{
Conductivity
1 2 3 4 5 6 7 8 9 10 11 12 (µS/cm) I&S 12-' r.� 361
#Total Produced 170I-`r l 9--t3 11C'l D-.4 I DS 101-� 19\ I av l-)1 I ?3 I Di 1 Chlorine
(mgt-) D;l <e•1
Effluent % Sample Temp
la (°C) ©,LI O•s"
Day 1 2 3 4 5 6 7 8 9 10 11 12
#Young Produced d U c_..) Q O U a a o j pH 100% 7 • Z7 2e')
CJ
Adult: Live,Dead L L L t✓ L- L- i✓ t,.- t✓ L- 1. ! pH Start End Start End Start End
Day S 1 2 3 4 5 6 7 8 9 10 11 12
Control -�.(,l -7•$-/ 1r g,"7 /,'30 Z'1
{ '�[,t.y
#Young Produced n �
s 51ta so 4)Io '{I8 '3 (..cm ii 30() ( 'PS ,, Treatment
Adult: Live,Dead D ` L L L._ L L_ t_ L 7,53
5 --7,q(, 7` ,� —1,11-1 1-14,3D.O. Start End Start End Start End
Day 7 1 2 3 4 5 6 7 8 9 10 11 12 Control
#Young Produced y C 7 7•(FO -23 �(. 7 7B
Adult: Live,Dead ti $ �v I�0 11 $ 13 11 '� (� Treatment w
-- L L L �. t_ L L L- L_ L �- C tZ ?5`i �$ ��4 3 5-S
Temp. Start End I Start 1 End Start End
1 2 3 4 5 6 7 8 9 10 11 12I -
#Total Produced ,n I��l, � I? "7 0 I --kI 1`� I��'i i i �
t, �C iaaI
Control L� � Z`i `7 iZ.{ 2•{. 2��� �- t
— -- - - - - - - - - Treatment �5 .t 24_gz5-0z_54.-7 2S-z (;),--,z.,

Pace Analytical Services,Inc.
• J 2225 Riverside Dr.
aceAnalytical `r `w Asheville,NC 28804
00m
[phone]
RECEIVED AUG 2 6 nu Page 1 of 1
Po TIC)
Laboratory Report
Mr. Scott Chovan Report Date: 08/21/2014
City of Hendersonville WWTP Date Received: 08/12/2014
99 Balfour Road
Hendersonville, NC 28792
Project: Bioassay NC0025534
Pace Project No.:92212998
Sample: Pipe 001 Lab ID: 92212998001 Collected: 08/12/14 10:12 Matrix: Water
Parameters Results Units Report Limit Analyzed Qualifiers
C.dubla Pass/Fail•ic PASS
08/13/14 00:00
I - •
Reviewed by: t
Pam Cotten
[e-mail]
Raleigh Certification IDs
6701 Conference Drive Raleigh, NC 27607 North Carolina Bioassay Certification#: 16
North Carolina Wastewater Certification#:67 North Carolina Drinking Water Certification#:37731

New Now
Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 09/21/14
Facility: CITY OF HENDERSONVILLE WWTP NPDES#: NC0025534 Pipe#: 001 County: HENDERSON
Laboratory Performing Test: PACE ANALYTICAL
r
x
Comments:tle.c pyx„yr C.i.4S t q A-* II
Si-414e o erator in Responsible Charge -ft;;fic1 6.):7k: ry
tc4,r.� • - L3
`
X {
Signature o Zaboratory Supervisor * PASSED: -1.12% Reduction *
Work Order: 9221-2998 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Water Quality
N.C. DENR
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t = -0.113
Tabular t = 2.528
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 % Reduction = -1.12
# Young Produced 22 29 27 26 15 22 28 24 15 29 14 16 Mortality Avg.Reprod.
0.00 22.25
Control Control
Adult (L)ive (D)ead L L L L L L L L L L L L
0.00 22.50
Treatment 2 Treatment 2
Effluent %: 18% ._
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
26.285% PASS FAIL
# Young Produced 16 23 23 M 28 27 16 23 26 23 M 20 % control orgs X
producing 3rd
brood Check One
Adult (L)ive (D)ead L L L L L L L L L L L L 83.3*
1st sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 08/13/14
Control 7.65 7.70 7.69 7.67 7.59 7.58 Collection (Start) Date
Sample 1: 08/11/14 Sample 2: 08/13/14
Treatment 2 7.56 7.88 7.64 7.97 7.71 7.97 Sample Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 24.3 hrs L A A
r d r d r d U M M
t t t Sample 2 X 23.6 hrs T P P
lst sample let sample 2nd sample
D.O. Hardness(mg/1) 40
Control 7.59 7.78 7.70 7.66 7.58 7.72
Spec. Cond. (µmhos) 146 315 474
Treatment 2 7.97 7.58 7.96 7.85 7.98 7.57
Chlorine(mg/1) <0.1 <0.1
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 1.3 0.7
(Mortality expressed as %, combining replicates) )
Note: Please
% % % % % % % % % 4 Concentration Complete This
% % % % % % % % % % Mortality Section Also
start/end start/end
LC50 = % Method of Determination Control 1-,
95% Confidence Limits Moving Average Probit
V -- % Spearman Karber _ Other -- High
Conc.
pH D.O.
Organism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DWQ form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.41)

NNW Torr
Effluent Toxicity Statistical Results - Chronic Pass/Fail Date: 09/21/14
Facility: CITY OF HENDERSONVILLE WWTP NPDES#: NC0025534 Pipe#: 001 County:HENDERSON
Laboratory Performing Test: PACE ANALYTICAL
Reduction: -1.12% CONTROL 18% Effluent
# Replicates 12 10
Female Live 12 10
Adult Male 0 2
Adult Dead 0 0
Adult Mortality 0.00% 0.00%
# Neonates 267 225
Mean # Neonates 22.250 22.500
Standard Deviation 5.848 4.143
Coefficient of Variation 26.285%
Fisher's Exact Test
A = 12 B = 12 a = 12 b = 12
a/A = 1.00 b/B = 1.00
Success is: survival
Critical b value = 8
12 > 8
The test concludes that the proportion of survival is not
significantly different for the control and the effluent groups.
Test Passes:
SHAPIRO-WILK'S TEST FOR NORMAL DISTRIBUTION OF DATA
ORDERED OBSERVATIONS
i Group Neonates Centered i Group Neonates Centered
1 C 14 -8.2500 12 E 23 0.5000
2 C 15 -7.2500 13 E 23 0.5000
3 C 15 -7.2500 14 C 24 1.7500
4 E 16 -6.5000 15 B 26 3.5000
5 E 16 -6.5000 16 C 26 3.7500
6 C 16 -6.2500 17 E 27 4.5000
7 5 20 -2.5000 18 C 27 4.7500
8 C 22 -0.2500 19 E 28 5.5000
9 C 22 -0.2500 20 C 28 5.7500
10 5 23 0.5000 21 C 29 6.7500
11 E 23 0.5000 22 C 29 6.7500

I SHAPIRO-WILT S TEST FOR NORMAL DISTRIBUTION Y DATA (cont.)
COEFFICIENTS AND DIFFERENCES
i x(n-i-1) x(i) a(i) x(n-i-1) - x(i)
1 6.7500 -8.2500 0.4590 15.0000
2 6.7500 -7.2500 0.3156 14.0000
3 5.7500 -7.2500 0.2571 13.0000
4 5.5000 -6.5000 0.2131 12.0000
5 4.7500 -6.5000 0.1764 11.2500
6 4.5000 -6.2500 0.1443 10.7500
7 3.7500 -2.5000 0.1150 6.2500
8 3.5000 -0.2500 0.0878 3.7500
9 1.7500 -0.2500 0.0618 2.0000
10 0.5000 0.5000 0.0368 0.0000
11 0.5000 0.5000 0.0122 0.0000
1 •
W = X 480.0580
530.7500
Calculated W = 0.904 Critical W = 0.878
0.904 s 0.878
The reproduction data is normally distributed
evaluated at a 99% confidence interval.
Test Passes!
F test for Homogeneity of variance
Control variance 34.2045
F = = = 1.99
Effluent variance 17.1667
Numerator degrees of freedom: 11 Denominator degrees of freedom: 9
Critical F = 6.32
1.99 s 6.32 =► The Test PASSES, the variances of the two groups
are significantly the same, homogeneous.

•
► 400
EQUAL VARIANCE t TEST
•
22.3 - 22.5
t = _ -0.113
2.206 .
Degrees of' freedom.= 20
Critical t =• 2.528 •
•
-0.113 < 2.52$
•
Test: passed. There is not a significant d4ffe p►nce in reproduction
between the Control and the effluentevaluated. at a 99t confence interval. .
•
Chronic Teat PASSES ,
•
•
•
•
•
.I
•
•
•
•
•
•
•
•
•

Ceriodaphnia dubia Chronic Pass/Fail Toxicity Test
Client: l-ZISC.,1J.jVL k)-:.:4-)."--14) NPDES#: NC au ass34 Days Fed By Time
Culture Transfer(Date/Time): 13112-1H /Cl•Z'R,,r Organism Born(Date/1'ime : F 12(i-7 / IV,"- 3:--ist, Day 0 NI v) i 11 i{
Age of Organism: '2 - h-3c- .-t Time Fed(Culture): (� 2Organism source: %t7c\ Day' 1 ��v i 0:10
Dilution Water Batch: .;r3 Temp Dilution Water: ":)`1.°i Temp stock solution :9Li.r Day 2 e4,L Ir./?-i,,.,
Start Date: • ' Time: i1:17- Analyst: NW Randomized: Incubator: /
1St Transfer Date: I Time: Il'(icr ' Analyst: 9? (--- Day 3 ( 1 L�/(
2°d Transfer Date: l�? Time: 3 Analyst: /°3 n� Day 4 pc• / Y �(j
Ending Date: `Z.c'lI1 Time: C ice% Analyst: '': _ Day5
y j" Reviewed by: ��L �'�3`�
Control - - - - Day 6 Nv,) t :7-1
Day 2 1 2 3 4 5 6 7 8 9 10 11 12 Collection(Start)Dat
It Young Produced 151 Sample: P41i U 1-f 2"d Sample: <i115//`-i
l`) C 0 C:; C`i ca C) 0 C c r� c
Adult: Live, Dead C` 1 t_ C.— L.. ! t✓ L L L- L Sample Type/Duration
Grab Composite Duration
Day 5 1 2 3 4 5 6 7 8 9 10 11 12
#Young Produced _ _ 151 Sample ✓ N a 4, 15-
(4\3 „;ir:k c\tk 5�LV 24 `1i S `-1I c1 /Itl' �t..i— (c -5�S -52nd
Adult: Live, Dead t_. t--- L- t t L C, 'L 1_ L (--
! 2 Sample .�3
Day 7 1 2 3 4 5 6 7 8 9 10 11 12 Control 15f Sample 2nd Sample
#Young Produced
tc= 15 11 l} --/ lb �• - 1,``=i tt(5)1:5 `----; ,} Hardness
Adult: Live, Dead l.. L. L, L. �_, G ‘...5'- L. L, L_ (m./L) D.
Conductivity
1 2 3 4 5 6 7 8 9 10 11 12 (ISS/cm) 1't!9<3 a 1.4 i 4
#Total Produced I,9:z I .4i I ri I D(,..I 't- - I )) I ID`-‘ 115.1 i I )-j I ti 4- I Chlorine
(mom-) Z..'C%, i 40A
Effluent % Sample Temp
1S cc) 1 3 0._4
Day 1 2 3 4 5 6 7 8 9 10 11 12 pH 100% 1 ,DS '1, i C 4
#Young Produced
C C t Gc1 C_') Ci c-•, �,
Adult: Live,Dead C. 4,_ L. (. ( L_ L L ` C L� _
pH Start End Start End Start End
Day 1 2 3 4 5 6 7 8 9 10 11 12 . c
#Young Produced
Control -7 ( 1.1 G ,;, 7.(a 1 1.51 1 r d
3 11�` a t, (0Slla qie 31 C; 3/6 Treatment -7, -7-`s 7.1-14 -7.-C� ) 7i 1.`"1-
Adult: Live, Dead i... C i". (- t_ , c. t - L-
D.O. Start End Start End Start End
Day 7 1 2 3 4 5 6 7 8 9 10 11 12
Control
#Young Produced � t � ,Z , 1,5q •-(-1`� -Tic �7.4,1G 1•'j�S C.,1�
Adult: Live,Dead i t it L L k-- tl(,- Treatment iq7 1 `Z C J -.l
Temp. Start End Start End Start End
1 2 3 4 5 6 7 8 9 10 11 12
#Total Produced 'a
7I'31 .-1,,, 1 '; 1--) -1\� 12-.I)kb lrxim I/.0 Control �� 2 z 2_4.9� z=✓i
I , I'a..
-------- - --- ---- - - - Treatment zG' Z 0
2e..L 2A9 ,c ZS 0

Pace Analytical Services,Inc.
♦
(le°112
Dr.
CeAnaca • .. 2225 eR,NC 28804e
Vii �� Asheville,NC
[phone]
Page 1 of 1
Laboratory Report RECEivrnn MAY ? ' 114
Mr. Scott Chovan Report Date: 05/15/2014
City of Hendersonville WWTP Date Received: 05/06/2014
99 Balfour Road
Hendersonville, NC 28792
Project: Hend.WWTP NC0025534 5/6/2014
Pace Project No.:92200058
Sample: Hend WWTP Pipe 001 Lab ID: 92200058001 Collected: 05/06/14 09:40 Matrix: Water
Parameters Results Units Report Limit Analyzed Qualifiers
C.dubia Pass/Fail nic • PASS 05/07/14 00:00
Reviewed by:
_""
Pam Cotten
[e-mail]
Raleigh Certification IDs
6701 Conference Drive Raleigh,NC 27607 North Carolina Bioassay Certification#: 16
North Carolina Wastewater Certification#:67 North Carolina Drinking Water Certification#:37731

NEI NW
Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 05/15/14
Facility: CITY OF HENDERSONVILLE WWTP NPDES#: NC0025534 Pipe#: 001 County: HENDERSON
Laboratory Performing Test: PACE ANALYTICAL
Comments:
X
Signatu of er for in Responsible Charge
Signature of Laboratory Supervisor * PASSED: -6.29% Reduction *
Work Order: 9220-0058 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Water Quality
N.C. DENR
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t = -1.344
Tabular t = 2.508
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 % Reduction - -6.29
# Young Produced 25 25 28 33 25, 24 30 31 30 36 30 33 Mortality Avg.Reprod.
0.00 29.17
Control Control
Adult (L)ive (D)ead L L L L L L L L L L L L
0.00 31.00
Treatment 2 Treatment 2
Effluent %: 18%
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
13.144% PASS FAIL
# Young Produced 32 30 33 32 32 33 29 30 24 32 30 35 I control orgs X r---
ood producing 3rd
Adult (L)ive (D)ead L L L L L L L L L L L L �r 100% Check One
1st sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 05/07/14
Control 7.45 7.66 7.67 7.75 7.51 7.79 Collection (Start) Date
Treatment 2 7.41 7.61 7.43 7.75 7.45 7.64 Sample 1: 05/05/14 Sample 2: 05/07/14
ample Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 24 hrs L A A
r d r d r d U M M
t t t Sample 2 X 24.5 hrs T P P
1st sample 1st sample 2nd sample
D.O. Hardness(mg/1) 42
Control 8.33 7.83 8.09 7.98 8.09 7.70
Spec. Cond. (Amhos) 129 284.9 313
Treatment 2 8.13 8.03 7.64 7.82 7.56 7.49
Chlorine(mg/1) <0.1 <0.1
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 1.8 1.6
(Mortality expressed as I, combining replicates) I
Note: Please
I I I I I I I I I I Concentration Complete This
Section Also
I I I I % I I it % I Mortality
start/end start/end
LC50 = I Method of Determination Control
95% Confidence Limits Moving Average - Probit
I -- I Spearman Kerber Other High
Conc.
pH D.O.
Organism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DWQ form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.41)

•
Effluent Toxicity Statistical Results - Chronic Pass/Fail Date: 05/15/14
Facility: CITY OF HENDERSONVILLE WWTP NPDES#: NC0025534 Pipe#: 001 County:HENDERSON
Laboratory Performing Test: PACE ANALYTICAL
Reduction: -6.29% CONTROL 18% Effluent
# Replicates 12 12
Female Live 12 12
Adult Male 0 0
Adult Dead 0 0
Adult Mortality 0.00% 0.00%
# Neonates 350 372
Mean # Neonates 29.167 31.000
Standard Deviation 3.834 2.763
Coefficient of Variation 13.144%
Fisher's Exact Test
A = 12 B = 12 a = 12 b = 12
a/A = 1.00 b/B = 1.00
Success is: survival
Critical b value = 8
12 > 8
The test concludes that the proportion of survival is not
significantly different for the control and the effluent groups.
Test Passes!
SHAPIRO-WILK'S TEST FOR NORMAL DISTRIBUTION OF DATA
ORDERED OBSERVATIONS
i Group Neonates Centered i Group Neonates Centered
1 E 24 -7.0000 13 C 30 0.8333
2 C 24 -5.1667 14 E 32 1.0000
3 C 25 -4.1667 15 E 32 1.0000
4 C 25 -4.1667 16 E 32 1.0000
5 C 25 -4.1667 17 E 32 1.0000
6 E 29 -2.0000 18 C 31 1.8333
7 C 28 -1.1667 19 E 33 2.0000
8 E 30 -1.0000 20 E 33 2.0000
9 E 30 -1.0000 21 C 33 3.8333
10 E 30 -1.0000 22 C 33 3.8333
11 C 30 0.8333 23 E 35 4.0000
12 C 30 0.8333 24 C 36 6.8333

SHAPIRO-WIGS TEST FOR NORMAL DISTRIBUTION W DATA (cont.)
COEFFICIENTS AND DIFFERENCES
i x(n-i-1) x(i) a(i) x(n-i-1) - x(i)
1 6.8333 -7.0000 0.4493 13.8333
2 4.0000 -5.1667 0.3098 9.1667
3 3.8333 -4.1667 0.2554 8.0000
4 3.8333 -4.1667 0.2145 8.0000
5 2.0000 -4.1667 0.1807 6.1667
6 2.0000 -2.0000 0.1512 4.0000
7 1.8333 -1.1667 0.1245 3.0000
8 1.0000 -1.0000 0.0997 2.0000
9 1.0000 -1.0000 0.0764 2.0000
10 1.0000 -1.0000 0.0539 2.0000
11 1.0000 0.8333 0.0321 0.1667
12 0.8333 0.8333 0.0107 0.0000
1
W = X 236.3082
245.6667
Calculated W = 0.962 Critical W = 0.884
0.962 x 0.884
The reproduction data is normally distributed
evaluated at a 99% confidence interval.
Test Passes!
F test for Homogeneity of Variance
Control variance 14.6970
F = _ = 1.92
Effluent variance 7.6364
Numerator degrees of freedom: 11 Denominator degrees of freedom: 11
Critical F = 5.32
1.92 s 5.32 =► The Test PASSES, the variances of the two groups
are significantly the same, homogeneous.

v 400
EQUAL VARIANCE t TEST
•
29.2 - 31.0
t • . -1.344
1.364
Degrees of freedom • 22
•
Critical t = 2.508
-1.344 c 2.508
•
Test passed. There is not a significant difference in reproduction
•
between the Control and theeffluent evaluated at 'a 998 confidence intervhl.
•
Chronic Test PASSES
•
•
•
•
•
•
•
. ...

Ceriodaphnia dubia Chronic Pass/Fail Toxicity Test
Client: \tarthVe..-6",v1kL GOL^'1 NPDES#: NC - �S Days Fed By Time
Culture Transfer(Date/Time): Si(�}j4 /t)- `~ Organism Born(Date/Time): _ U ]y / 11 '32cw,„;- ti:4ji+,,.) Day 0 ,13,_ 11•Win-,
Age of Organism: i;� - t_'3✓,%` Time Fed(Culture): S'-'551'.0-0
Organism source: )4>S-A tic.'Co Day I /P-;c_ :3,ct.. r9
Dilution Water Batch: 3;Stv Temp Dilution Water: 2'1 ? Temp stock solution 2-'-i:5 Day 2 N W 13".2. -
Start Date: .511 VI Time: \I•Z t,n Analyst: P3,- Randomized: V/ \Incubator: M Day 3 G
1stTransfer Date: tAcll,1yi Time: 13.45 Analyst: N W - 1 " r
2nd Transfer Date- 5112-1H Time: t e:.:-t`1 Analyst: �.' Day 4 �?L 1`x ;p F,
Ending Date: 5t13114i Time: Kq'-Z')yyr Analyst: Pj Reviewed by: P6 C_- Day 5 (73c )6•, e„h
Control - - - - - - - - - -- -; Day 6 NVV i0'2 7
Day 2 1 2 3 4 5 6 7 8 9 10 11 12 Collection (Start) Date.
#Young Produced 1St Sample: 5/4)y 2nd Sample: .$I?'f/'l
Adult: Live, Dead i,-- L- i_- i._ l.__ i✓ I-_- ` i- t- L-. Sample Type/Duration
Grab Composite Duration
Day 5 1 ,2 3 4 5 6 7 8 9 10 11 12
#Young Produced 4g 511t, tti g it 5j:?- ` cl .(,Ola. (h S1 (/(3 .Sp 1�'(L 15`Sample v n; t-1
Adult: Live, Dead I-, C- c- (_ L, L- L 2nd Sample L/ "I.;(.21' .�
Day 7 1 2 3 4 5 6 7 8 9 10 11 12 Control ls` Sample rd Sample
#Young Produced ! Hardness MI
to kb li . 0- )9 1) fJ lc l(, li 14, )-C-
Adult: Live, Dead i- L. L- L L L L t, i 1, j (m_/1-L)
Conductivity
1 2 3 4 5 6 7 8 9 10 11 12 (itS/cm) (Dem( 28 ',9 313
#Total Produced 15-1D-7133175 1 )51 `i 13'=13 1 132, 17E I '3°133 I Chlorine
0'1 CCDr
Sample Temp
Effluent % (°C) l
Day 1 2 3 4 5 6 7 8 9 10 11 12 pH 100%
#Young Produced 0 -e` .e% 7��3 t 3
`Adult: Live, Dead L- L 1s I_ L- L— l.- zr it L_ I---. V
pH Start End Start End Start End
Day 5 1 2 3 4 5 6 7 8 9 10 11 12
#Young Produced I Control -� ,,LS 1- , .7,„(e...7 -Li.5. -7.51 7,�ci
51 h _apt It (0112._bill 611! 03 (s= u )-1)7_ ' 510513 (o))2_ Treatment
Adult: Live, Dead L. '- L t_ \-, L. L ` L C. _ 1 �.(o( "T,4t3 .7,7;3- Z'-(� �.4<u
D.O. Start End Start End Start End
Day 7 1 2 3 4 5 6 7 8 9 10 11 12
#Young Produced Control g,33 irs 3 g,09 -)ng $,0, 7,70
1� l3 _I J 17_ lS IL( la, is 10 17- I?' I R'
L4--
� Treatment x,13 �,o
Adult: Live, Dead 1. 1., L. 1. . L
L c . 4-- 3 7. 4 /,%-2- -7.5k, /,0
Temp. Start End Start End Start End
., 1 2 3 4 5 6 7 8 9 10 11 12
#Total Produced 132[30123 13-12_ I33 I Z`i 12c I2y 132- I?o L3si Control 2_ -,s L14,, 20.9 ak,�2.4.01 -0
--= Treatment 2,5.1 04-,,8 0.i,, . .,-) ail 2,4,i

Pace Analytical Services,Inc.
/�,,,, ,,,,/e .....
2225 Riverside Dr.
�+1'7IIQ [iQ! Asheville,NC 28804
[phone]
Page 1 of 1
Laboratory Report
Mr. Scott Chovan RECEIVED FEB 2 g 2014 Report Date: 02/14/2014
City of Hendersonville VVVVTP Date Received: 02/04/2014
99 Balfour Road Ark/
Hendersonville, NC 28792
Project: Bioassay 2/4/2014
Pace Project No.:92188483
Sample: Hendersonville WWTP Bioassay Lab ID: 92188483001 Collected: 02/04/14 09:18 Matrix: Water
Parameters Results Units Report Limit Analyzed Qualifiers
C.dubia Pass/Fail nic PASS 02/05/14 00:00
Reviewed by:
Pam Cotten
pam.cotten©pa cela bs.com
Raleigh Certification IDs
6701 Conference Drive Raleigh, NC 27607 North Carolina Bioassay Certification#: 16
North Carolina Wastewater Certification#:67 North Carolina Drinking Water Certification#:37731

Nor
Imr
Effluent Toxicity Report Form - Chronic Pass/Fail and Acute LC50 Date: 02/14/14
Facility: CITY OF HENDERSONVILLE WWTP NPDES#: NC0025534 Pipe#: 001 County: HENDERSON
Laboratory Performing Test: PACE ANALYTICAL
Comments:
X
Signatitio of •aerator in Responsible Charge
X I ,, jlb
Signature of - •oratory Supervisor * PASSED: 6.881 Reduction *
Work Order: 92188483 Environmental Sciences Branch
MAIL ORIGINAL TO: Div. of Water Quality
N.C. DENR
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
North Carolina Ceriodaphnia
Chronic Pass/Fail Reproduction Toxicity Test Chronic Test Results
Calculated t =
Tabular t =
CONTROL ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 1 Reduction = 6.88
# Young Produced 26 31 32 32 33 33 32 28 37 32 32 30 1 Mortality Avg.Reprod.
0.00 31.50
Adult (L)ive (D)ead L L L L L L L L L L L L Control Control
8.33 ' 29.33
Effluent 1: 181 Treatment 2 Treatment 2
TREATMENT 2 ORGANISMS 1 2 3 4 5 6 7 8 9 10 11 12 Control CV
8.6151 PASS FAIL
# Young Produced 16 32 34 31 33 28 31 35 32 27 29 24 1 control orgs X
producing 3rd I
Adult (L)ive (D)ead D L L L L L L L L L L L brood 1001 Check One
1st sample 1st sample 2nd sample Complete This For Either Test
pH Test Start Date: 02/05/14
Control 8.10 7.73 7.64 7.70 7.83 7.68 Collection (Start) Date
Sle
Treatment 2 7.19 7.60 7.27 7.68 7.52 7.62 Sale 1: 02/03/14 Sample 2: 02/05/14
.Sample Type/Duration 2nd
1st P/F
s s s Grab Comp. Duration D
t e t e t e I S S
a n a n a n Sample 1 X 23.5 hrs L A A
r d r d r d U M M
t t t Sample 2 X 24.2 hrs T P p
let sample let sample 2nd sample
D.o. Hardness(mg/1) 40
Control 7.73 7.27 8.60 7.66 7.50 7.06
Treatment 2 8.31 7.35 7.78 7.46 . 7.97 7.78 Spec. Cond. (µmhos) 158 370 360
Chlorine(mg/1) <0.1 <0.1
LC50/Acute Toxicity Test Sample temp. at receipt(°C) 0.7 0.8
(Mortality expressed as 1, combining replicates) I
Note:
1 1 1 1 1 1 1 1 1 1 Concentration Completeease This
I I 1 1 1 1 1 1 1 1 Mortality Section Also
start/end start/end
LC50 = 1 Method of Determination Control-----,--
95% Confidence Limits Moving Average -- Probit
1 -- t Spearman Karber _ Other - High
Conc.
PH D.O.
IOrganism Tested: Ceriodaphnia dubia Duration(hrs) :
Copied from DWQ form AT-1 (3/87) rev. 11/95 (DUBIA ver. 4.41)

4400
. Vim,
Effluent Toxicity Statistical Results - Chronic Pass/Fail Date: 02/14/14
Facility: CITY OF HENDERSONVILLE WWTP NPDES#: NC0025534 Pipe#: 001 COunty:HENDERSOI
Laboratory Performing Test: PACE ANALYTICAL
Reduction: 6.88% CONTROL 18% Effluent
# Replicates ' 12 12
Female Live 12 11
Adult Male 0 0
Adult Dead 0 1
Adult Mortality 0.00k 8.33%
# Neonates 378 352
Mean # Neonates 31.500 29.333
Standard Deviation 2.714 5.228
Coefficient of Variation 8.615%
Fisher's Exact Test
A = 12 B = 12 a = 12 b = 11
a/A = 1.00 b/B = 0.92
Success is: survival
Critical b value = 8
11 > 8
The test concludes that the proportion of survival is not
significantly different for the control and the effluent groups.
Test Passes!
SHAPIRO-WILK'S TEST FOR NORMAL DISTRIBUTION OF DATA
ORDERED OBSERVATIONS
i Group Neonates Centered i Group Neonates Centered
1 E 16 -13.3333 13 C 32 0.5000
2 C 26 -5.5000 14 C 32 0.5000
3 E 24 -5.3333 15 C 33 1.5000
4 C 28 -3.5000 16 C 33 1.5000
5 E 27 -2.3333 17 E 31 1.6667
6 C 30 -1.5000 18 E 31 1.6667
7 E 28 -1.3333 19 E 32 2.6667
8 C 31 -0.5000 20 E 32 2.6667
9 E 29 -0.3333 21 E 33 3.6667
10 C 32 0.5000 22 E 34 4.6667
11 C 32 0.5000 23 C 37 5.5000
12 C 32 0.5000 24 E 35 5.6667

`r %OW
SHAPIRO-WILK'S TEST FOR NORMAL DISTRIBUTION OF DATA (cont.)
COEFFICIENTS AND DIFFERENCES
i x(n-i-1) x(i) a(i) x(n-i-1) - x(i)
1 5.6667 -13.3333 0.4493 19.0000
2 5.5000 -5.5000 0.3098 11.0000
3 4.6667 -5.3333 0.2554 10.0000
4 3.6667 -3.5000 0.2145 7.1667
5 2.6667 -2.3333 0.1807 5.0000
6 2.6667 -1.5000 0.1512 4.1667
7 1.6667 -1.3333 0.1245 3.0000
8 1.6667 -0.5000 0.0997 2..1667
9 1.5000 -0.3333 0.0764 1.8333
10 1.5000 0.5000 0.0539 1.0000
11 0.5000 0.5000 0.0321 0.0000
12 0.5000 0.5000 0.0107 0.0000
1
W = X 336.8233
381.6667
Calculated W = 0.883 Critical W = 0.884
0.883 < 0.884
The reproduction data is not normally distributed
evaluated at a 99% confidence interval
Test Failed!
Wilcoxon Rank Sum Test
Rank Sum - Effluent Group(treatment) : 135 Control Group: 166
Mann-Whitney U = 56.5 nl(treatment) = 12 n2 (control) = 12
The critical value from TABLE A.15 (0.01 Level of T) for the above n values:
Critical T = 109
135 > 109
The Sum of the Ranks of the effluent group is greater than the significant
value from the table. Therefore there is no significant difference between
the means of the effluent and control groups and the test passes.
TEST PASSES
Chronic Test PASSES
The reduction was less then 20%

Ceriodapnia dubia Chronic Pass/Fail Toxicity Test
Q-✓1 �J`
Client: 4_ t),.. U-.\,tl' NPDES#: NC COD575-3`) Days Fed By Time
Culture Transfer(Date/Time): 2 Litt- / qt"2c Organism Born(Date/Time): *4)19 / ,S tOorn- 11'27-pK) Day 0 #3r_ i a'43Qr
Age of Organism: 1 V\i` -t 344;,,, Time Fed(Culture): `1--�s Organism source: O"Zci-c)3l Day I e 1)'i pg
Dilution Water Batch: \1 2`'11 Temp Dilution Water: 21-ig _ Temp stock solution 2.t• Day 2 �('.2c/ .
Start Date: 2 51l'-( Time: 11 4, Analyst:°3�- Randomized: (.7" Incubator: / ADay 3 (/fez(
151 Transfer Date: FJ 4 Time: 11' 3JQ ) Analyst:
2nd Transfer Date: 2 Lc 'k Time: `ic--25-x'1 Analyst: P'` -- Day 4 �� lit
Ending Date: 13-‘ Time: +ck) c.-, Analyst:,060 Reviewed by: P3<-- Day 5 lq7L r S.Sc�►,
Control -------------------------------------------- ---------------------------------------------------------i
Day 6 f, 0712,5
Day 2 1 2 3 4, 5 6 7 8 9 10 11 12 Collection (Start) Date
� 1s Sample: a'311`- 1 2od
Sample: '451 lc{
#Young Produced 0 G C cJ p c., U c-D q C, c:,
Adult:Live,Dead L L L_ (4.- L L- L L L (- c-- ; Sample Type/Duration
Grab Composite Duration
Days 1 2 3 41 5 6 7 8 9 10 11 12
#Young Produced ` C 15`Sample a 3, 5
\k 1,Q)13 icblio if 0i2,sll3 S,Akb(GA4 toil oi,
2nd Sample
Adult:Live,Dead L L L. L. tr, L L, t✓ L, L- (-
Day
j P 2y.Z'
Control lst Sample 2nd Sample
Day? 1 2 3 4 5 6 7 8 9 10 11 12 ', P P
#Young ProducedHardness Ilin.
10 12- 1'1 1 1-; I5 Iti 13 I-7 14 01 1Y
Adult:Live,Dead L L L L L i_- l- L L- L.- L t_ ! (m./L)
Conductivity
1 2 3 4 5 6 7 8 9 10 11 12 (µS/cm) I 5E;2- j-3-0 . D 360 .O
Chlorine
#Total Produced 2,L "; ( " `r 3 23 33 i- 23 . -- 3- 71- ",. ., (mom ) to.,l Lo - L
leEffluent % I�SSarn(°C)emp Y
Day 1 2 3 4i 5 6 7 8 9 10 11 12 pH 100% b. 61 ,i.16
#Young Produced I
/; Adult:Live,Dead L L- L c- L L- L L- ( - pg Start End Start End Start End
Day 5 1 2 3 41 5 6 7 8 9 - 10 11 12 ' Control
#Young Produced 3 1II 1 i I 603�11� ) ,IU 3 _7.t`i �c� t� 7. �
11 _ 1 1� (a 1�-- 115 �11� 1P�13 5��05� 7 4117-
Ilk
Adult:Live, Dead L l_ (-.. 1, L t-- L <.- L l✓ V I 1q 1- 60 7,9,1-fT V( 7 S^_ -7.12
U.O. Start End Start End Start End
Day 7 1 2 3 4 5 6 7 8 9 10 11 12 Control
#Young Produced �, � .-7.9'7.- g-bU 7'14'
,14 - ,5L) -7,U.(,
U f3 _ l y l31 1Z q 12, 13 1.3 /3, 9_, i's � Treatment , .
Adult:Live,Dead p i_ L L L L L L L, L L ; % '' I - _- .77 96 },Tt 7q-E
Temp. Start End Start End Start End
1 2 3 41 5 6 7 8 9 10 11 12 Control
#Total Produced hL;I ii 3-?-I'-\13 133 3 I'21 f 31 13.s' I 32- h.R-I i l I Treatment ,-I.�S (5, 0 3,s. 3 RS 0 a1 1 „:x (-)
. ------_____-- - - 9\9, `l 5 0 )5. 1 aS t as- a LI el

• A
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
June 2,2015
Lee Smith,Utilities Director
City of Hendersonville WWTP
305 Williams Street
Hendersonville,NC 28792
Subject: Acknowledgement of Permit Renewal
Permit NC0025534
Henderson County
Dear Permittee:
The NPDES Unit received your permit renewal application on June 30, 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 frees Tl i,eo(fo-rd•
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 OpportunitylAfrmative Action Employer