NC0036196_Renewal Application_20150109

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CITY OF
ort
P.O. Box 550 Newton, NC 28658 [phone] Fax[phone]
"THE HEART OF CATAWBA COUNTY"
01/07/2015
NCDENR/DWQ
Attn: NPDES Unit
1617 Mail service Center
Raleigh, NC 27699-1617 RECEIVED/DENR/DWR
Subject: City of Newton JAN - 9 2ui
Clark Creek WWTP
NPDES Permit NC0036196 Renewal Water Quality
Permitting Sector
To Whom It May Concern:
The City of Newton requests the renewal of permit NC0036196 based on the enclosed application.
Included in this application are the WWTP topographic map,WWTP flow schematic, testing data results,
biosolids management plan and the toxicity testing summary.The City of Newton requests that the
permit be issued with 5.0 and 7.5 MGD limits as contained in the present permit. If you have any
questions or concerns please contact me at 828.695.4346.
Sincerely,
/ refl..
Danny -igmon
City of Newton
WWTP Superintendent

FACILITY NAME AND PERMIT NUMBER: .p PERMIT ACTION REQUESTED: RIVER BASIN:
0F/i1t�4/�C�I MC i Ciai1 Cc e WWI
Rene, :( ( citawba,
NCec3ter9(f)
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 trea�InepttwAr}�slti�iat,ftavp.d�Si9r�Qows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6. r�GlrClv�vlU :IVK/UVtlrt
C. Certification. All applicants must complete Part C(Certification). JAN 9 ?Lill
SUPPLEMENTAL APPLICATION INFORMATION: Water Quality
Permitting Sectiort
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D(Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program(or has one in place),or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E(Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program(or has one in place),or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users(SIUs)or receives RCRA or CERCLA wastes must complete Part F(Industrial User Discharges
and RCRA/CERCLA Wastes). SlUs 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:
C i��� o T AJecd- w , No003Co10 02meccli I> ea/ere/het
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 (�Ity n[ ALPcu(d,J (lark
lark ` reek wwrP
Mailing Address Po _ S 61)
ewion AI( ol66c6
Contact Person ne &0101)
Title WWTP SuperinJcnce/if RECEIVED/DENR/DWR
Telephone Number (r5.?A l (o QS-4 3 46 / JAN — 9 2015
I�
Facility Address 11/0 7 ear/ c Water Quality
1 ' �S Permitting Section
IY
(not P.O.Box) eriJJCA/ Ale 2656
A.2. Applicant information. If the applicant is different from the above,provide the following:
Applicant Name
Mailing Address
Contact Person
Title
Telephone Number ( )
Is the applicant the owner or operator(or both)of the treatment works?
R( owner (4.operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
❑ facility tit 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 N(1063 Co/94e PSD
UIC other 03197Re4 ( Air}
RCRA Other WQ0003/02- (LA)
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
/f 11ty1/i��)ll r llo,ci 13,610 SC�afe fnuJn r'i pa
et t o, Fe'f 3rCea SepecaIt° 11)111111'tp2(
Total population served /6,nob
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 2 of 22

FACILITY NAME AND PERMIT[NUMBER: woo 3 4(1(p PERMIT ACTION REQUESTED: RIVER BASIN:
6i/k( D,t" Akei't ge4eta at W.bQ
A.S. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes g 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 yf No
A.6. Flow. Indicate the design flow rate of the treatment plant(i.e.,the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period
with the 12th month of'this year'occurring no more than three months prior to this application submittal.
a. Design flow rate S.0 mgd
Two Years Aao Last Year This Year
b. Annual average daily flow rate 1, 7 2.1d 1.7
c. Maximum daily flow rate II•I 16•9 1 e
A.7. Collection System. Indicate the type(s)of collection system(s)used by the treatment plant. Check all that apply. Also estimate the percent
contribution(by miles)of each.
® Separate sanitary sewer MO %
0 Combined storm and sanitary sewer %
A.B. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? 0 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 I
II. Discharges of untreated or partially treated effluent
iii. Combined sew overflow points
iv. Constructed emergency overflows(prior to the headworks)
v. Other
b. Does the treatment works discharge effluent to basins,ponds,or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? 0 Yes 0 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 5,4 No
If yes,provide the following for each land application site:
Location:
Number of acres:
Annual average daily volume applied to site: mgd
Is land application 0 continuous or 0 intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? 0 Yes No
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 3 of 22

FACILITY NAME AND PERMIT NUMBER: iPERMIT ACTION REQUESTED: RIVER BASIN:
UC''o93��4
I7/e/ d- NPkI7'aJ !/ RPARcd Gl(aa)het
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 discharge,provide the following:
Name
Mailing Address
Contact Person
Title
Telephone Number ( I
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.B.through A.8.d above(e.g.,underground percolation,wall Injection): 0 Yes ® No
If yes,provide the following for each disposal method:
Description of method(including location and size of sites)if applicable):
Annual dally volume disposed by this method:
Is disposal through this method 0 continuous or 0 intermittent?
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 4 of 22

•
City of Newton Biosolids Management Plan Summary
Clark Creek WWTP
NPDES Permit NC0036196
The City of Newton disposes of excess solids from the WWTP either by transporting the solids to the
Regional Compost Facility or through the City of Newton Land Application Program.The City of Conover
discharges wastewater to the Newton WWTP and is a vested owner in the Regional Compost consortium.
Presently Conover is transporting about 17%of the boisolids produced at the Newton WWTP to the
Compost facility for treatment and disposal.The remainder of the biosoilds are land applied in accordance
to the City of Newton Land Application Permit.
Primary clarifier sludge and wasted biological solids are pumped to the thickeners.Telescopic valves are
used to decant water off of the thickener as the solids settle.If sludge is to be transferred to the Compost
Facility the solids are gravity thickened only. Solids to be land applied are gravity thickened with the
addition of lime.The pH of the solids is raised to above 12.0.The solids pH is retested after 2 hours to
verify that the pH is maintained above 12.0.After 22 hours the pH must be confirmed above 11.5 to meet
the requirements of vector attraction and pathogenic reduction.The biosolids are then land applied.Routine
sludge analyses are performed as required by the Land Application Permit.

. • FACIUTYY�NAME AND PERMIT NUMBER:• ,(JC003(0/90 PERMIT ACTION REQUESTED: RIVER BASIN:
Lily 6 Aic°w7Io4 ZP4 cam(
L.-- �Q7<dUJI✓'et
WASTEWATER DISCHARGES:
If you answered"Yes"to Question A.8.a,complete Questions A.9 throuah A.1 Z once for each outfall(Including bypass points)through
which effluent Is discharged. Do not Include Information on combined sewer overflows in this section. If you answered"No"to Question
Ala,go to Part B,"Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfall number 00
b. Location ,24656
(City or town,if applicable) (Zlp Code)
/
C_a is 6)ba, AIC
(County) (State)
Al 3 C 3 310 t. I /3 .3-3
(Latitude) (Longitude)
c. Distance from shore(if applicable) N/A ft.
d. Depth below surface(if applicable) ft.
e. Average daily flow rate mgd
f. Does this outfall have either an intermittent or a periodic discharge? 0 Yes IL 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 0 No
A.10. Description of Receiving Waters. /�
a. Name of receiving water ((1a1 k Creek
b. Name of watershed(if known) (9a Iaj beL
United States Soil Conservation Service 14-digit watershed code(if known):
c. Name of State Management/River Basin(if known): S Cu fa r X Ca fdadia(0 3-i)
United States Geological Survey 8-digit hydrologic cataloging unit code(if known): b 3 O54162
d. Critical low flow of receiving stream(if applicable)
acute /n.0 8 cfs chronic cfs
e. Total hardness of receiving stream at critical low flow(if applicable): mg/I of CaCO3
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 5 of 22

FACILITY NAME AND PERMIT NUMBER: +003(p/Q PERMIT ACTION REQUESTED: RIVER BASIN:
G'. 1/ of Aka)64) , (� '4<<v `.- azia(v6Q
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
r( Primary ® Secondary
NI Advanced 0 Other. Describe:
b. Indicate the following removal rates(as applicable):
Design BOD5 removal gr Design CBOD5 removal qS
Design SS removal q S %
Design P removal %
Design N removal %
Other %
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season,please describe:
Chlorine
If disinfection Is by chlorination is dechlorination used for this outfall? VI Yes 0 No
Does the treatment plant have post aeration? RI 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 QAIQC requirements of
40 CFR Part 136 and other appropriate QAIQC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum,effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number. 06 I
MAXIMUM DAILY VALUE AVERAGE DAILY VALUE
PARAMETER
Value Units Value Units Number of Samples
pH(Minimum) to,s s.u. 7j /jj/j/
pH(Maximum) 9.1 s.u. /���j�������
Flow Rate 11, 1 /1&p l. 8 3 MGD 74'
Temperature(Winter) ellreog 6 i 3 d csrefs C .26 y
Temperature(Summer) 7 dvts C A.2 deet ..5 C 014(1
For pH please report a minimum and a maximum daily value
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE ANALYTICAL
POLLUTANT METHOD MLIMDL
Conc. Units Conc. Units Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN BOA -2,4.t, (n.gIL ;2,9 My/L. .10Y 5/152.10 13 .2.O SIL.
DEMAND(Report one) CBOD5
FECAL COLIFORM 9800 41/room( **boost, .261
94%112 V 1 1100/hi
TOTAL SUSPENDED SOLIDS(TSS) 3 9, #iljI L. L 2,$' ung/1.- I4 y 504 2590 0 ,2:5m y 1-
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: Afe 0036,1 Q PERMIT ACTION REQUESTED: RIVER BASIN:
0/.4 off' Aew lo,t) 4ecOel e d q
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.
9Pd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
s depends e i rain I� - The C;i is CarreoRy Ja MhPrifts data
C'o rer/1MS fb'S iSSue
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 1A mile of the property boundaries of the treatment
works,and 2)listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored,treated,or disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act(RCRA)by truck,rail,
or special pipe,show on the map where the hazardous waste enters the treatment works and where it is treated,stored,and/or disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant,including all bypass piping and all
backup power sources or redunancy in the system. Also provide a water balance showing all treatment units,including disinfection(e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
B.4. Operation/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects(related to wastewater treatment and effluent quality)of the treatment works the responsibility of a
contractor? 0 Yes X,No
If yes,list the name,address,telephone number,and status of each contractor and describe the 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.8.)
a. Ust the outfall number(assigned in question A.9)for each outfall that is covered by this implementation schedule.
b. Indicate whether the planned improvements or implementation schedule are required by local,State,or Federal agencies.
❑ Yes ❑ No
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 7 of 22

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CITY OF NEWTON '
JANUARY 2005
WillOS ENGINEERS CLARK CREEK WWTP
1" = 949.037
2000' 2
r'i

_______.........".,t".,=g
INFLUENT
7.5 MGD INFLUENT PUMP STATION
AND BAR SCREEN
I I
f 1
AERATED GRIT CHAMBERS
II. LIME ADDITION
0 0 REACTOR CLARIFIERS
1
if
AERATION BASINS
1
1
1
1
l(711\ \
SECONDARY 1
CLARIFIERS 1
�--- --1__ __,_ BIOLOGICAL_
-•1--RECYCLE PUMP STATION
' L
I 1
L 1
1 1
- - ---- ------ - - - ------SWbGE
ERS
1 -0 T-0f I I 1
FILTERS 1 t
0-
1 CENTRIFUGES 1 1
AND PUMP STATION _L
1 PUMP STATION
CAS CHLRINEACONTACT 1
�-
I
DECHLORINATION 1
I I /j
ITO REGIONAL
DISCHARGE TO COMPOST FACILITY
CLARK CREEK 001 OR LAND APPLICATION
CITY OF NEWTON
WIIIISENGINEERS CLARK CREEK WWTP JANUARY 2005
•
FLOW SCHEMATIC NO 849.037
SCALE 1

' FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
/ .uco03CcI46,
nig of tdeY0,0 4ecda.( ea-4w62
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 I l I /
-End Construction / I / /
-Begin Discharge / / I /
-Attain Operational Level I / / I
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? 0 Yes 0 No
Describe briefly:
B.6. EFFLUENT TESTING DATA(GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not Include Information
on combine sewer overflows In this section. All Information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition,this data must comply with QAIQC requirements of 40 CFR Part 136 and other appropriate
QAIQC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on-half years old.
Outfall Number: O0(
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE ANALYTICAL
POLLUTANT METHOD ML/MDL
Conc. Units Conc. Units Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA(asN) 3.0 /1iIL La, l n12IL 26 ' SM 45-40NN3 D 0,1 my/L
CHLORINE(TOTAL
RESIDUAL,TRC) 5F ligIL /WI Ille1 L a6ti s .1 (154r^CL G- (0 ILO_
DISSOLVED OXYGEN 11 . 8 /NIL 9 kg /I1./1.- air 5M woo O4, 0.1 M.5ii-
TOTAL KJELDAHL
NITROGEN(TKN) O, Y rn9k. 4 0.A.2 ins/t. I2 ETA 351,1 0.,2 nlle.
NITRATE PLUS NITRITE
NITROGEN 35.4 /NIL 1! m91L 12, EPR 353,1 d.1 mgiL
OIL and GREASE i-sr /hg/L <5.- Ali&L. 9 EPA It.64iA 3/715 IL
PHOSPHORUS(Total) I.(o q Int/L 1.1 1 I L /2 I�PA O.J 0.02.1n511-
TOTAL DISSOLVED SOLIDS
(TDS) _6231 Mg/4. 'kYY m t. L/ 91 .25100, to my/L
OTHER
END OF PART B.
REFER TO THE APPLICATION OVERVIEW(PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-8&7550-22. Page 8 of 22

• FACILITY NAME AND PERMIT NUMBER: 4)600 3(,(Q f, PERMIT ACTION REQUESTED: RIVER BASIN:
.(7i1c/ p-` ide4)/0Al "KFnNro2( �2Tu X62
BASIC APPLICATION INFORMATION
PART C. CERTIFICATION
Ali 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:
tg Basic Application Information packet Supplemental Application Information packet:
(g Part D(Expanded Effluent Testing Data)
10 Part E(Toxicity Testing: Biomonitoring Data)
Il 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 N:DanC cIYwkiTY LS-ape(in)e
! err/ TenCItL
T
Signature
C. . -
Telephone number 092 ) 6;.5- 113 y
Date signed
Upon request of the permitting authority,you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 9 of 22

. • 'FACILITY NAME AND PERMIT NUMBER: t4 6O S6I'1( PERMIT ACTION REQUESTED: RIVER BASIN:/
• e/T q o-( A)erU1 W Oaf?i &PSC &,&7 4eida ( r/C dit wt1Q
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 ONQC requirements for standard methods for analytes not addressed by 40 CFR Part 138. 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: O 01 (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
MO el EPA ,206.7 ,15-ey1'.
ARSENIC AID 7 _EPA ;CO.7 !0 a5,1L
BERYLLIUM
Alb 9 EDA )00.7 Sus/L
CADMIUM AID 7 EPA,2010.7 a.9/1-
CHROMIUM
3CILCHROMIUM
MD 7 EPA ;06,7 5 1.1211,
COPPER [1 49/` 8.3 4C�IL 5
! 7 EPA .�ao,7 �a I L
`END IS Lt31L `16.7 LtglI. 7 EPA-100.7 16 u IL
MERCURY 1,97 f 94. '-/,0 ,EqL 17 EPA /631 1 nylL
NICKEL
Nd7 EPA.700.7 16 ugh.
SELENIUM MO 7 EPA 200.7 I6,A,C/L.
SILVER MO 7 EPA )06.1 51.91L
THALLIUM N D 3 EPA ;06.7 Sag 1 L
ZINC
CP- 1.161L. 411.es C.1.9 I.- 7 EPAaloo,7 16aylc.
CYANIDE
�V/ ID i1 _FPA 335.y Sus/L
TOTAL PHENOLIC �y
COMPOUNDS Act bah. ,cel.75 GL Y g� CPA 1I)O. 1 lO 441E
HARDNESS(as CaCO3) /6 0 M9IL 1.5-0 m.o. 3 EP4 23416c, 1 in$1-
Use this space(or a separate sheet)to provide information on other metals requested by the permit writer
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 10 of 22

. • 'FACILITY NAME AND PERMIT NUMBER: Q6 36 /QG PERMIT ACTION REQUESTED: RIVER BASIN:
e Ir, o I geld/rA -R��ewo.r twJct
Outfall number. 0 01 (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
VOLATILE ORGANIC COMPOUNDS
ACROLEIN N b 4 EPA G 2c1 504511...
ACRYLONITRILE
MO y EPA 6 2 4 /0 ug/i.
BENZENE
Mt) y IPA 42-AI 1 40-
BROMOFORM
MO
T u EPA to.z / lag/L
CARBON
TETRACHLORIDE A10 y EPA (n 2 V Iu5 l L
CHLOROBENZENE
/JO L/ EPA 6 2 4 /(1.5/L
CHLORODIBROMO- 7
METHANE NO 9 EPA 1,24 1(15IL
CHLOROETHANE 140 4 ErPA 6 2 q sash_
2-CHLOROETHYLVINYL
ETHER /40 9 EPA 4,2q 31L
CHLOROFORM
AID 9 CPA fn 29 1 42(L
DICHLOROBROMO-
METHANE /10 y E/4 1 .'( I ag/L
1,1-DICHLOROETHANE NO if EPA 6 a4 I Itf IL
1,2-DICHLOROETHANE M D L( EPA 6,2 Y 1 L(JL
TRANS-I,2-DICHLORO-
ETHYLENE Nb y FPA h.2 I 45 IL
1,1-DICHLORO- 1
ETHYLENE NO -/ PA 6.24 I I&L
1,2-DICHLOROPROPANE
ND y FPA 1.2 Y lay I L.
1,3-DICHLORO-
PROPYLENE MD 5+ SPA 4N4 I((GIL
J
ETHYLBENZENE . NO 9 EPA G LI I L1g//-
METHYL
LMETHYL BROMIDE
ND 9 aA 429 Su91 L
METHYL CHLORIDE D 9 CPA
(,'( Su ,L
METHYLENE CHLORIDE
ND
9 IPA CQ 2 7 I U9/L
1,1,2,2-TETRA-
CHLOROETHANE ND 9 IPA (s zy I uy(J_
TETRACHLORO-
ETHYLENE M.D 9 EPA (p,z' I u.5 I L
TOLUENE NO
9 fPA ea.vi /u3/L
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 11 of 22

. • FACILITY-
ACIILL�I.TY NAME AND PERMIT NUMBER: xe603(0/q 6PERMIT ACTION REQUESTED: RIVER BASIN:/
L�4, 0 > AIecJ7dAU PP�ld�va ( �C�ikevhQ-
Outfall number 6 O ( (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALY11CAL ML/MDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
1,1,1- (� /-
TRICHLOROETHANE M,D l LPA (p.Z N !u 4/L
1,1,2- L, J
TRICHLOROETHANE Ai D �( rP4 4 21( 1 t.t IL
TRICHLOROETHYLENE SVD 1/ EPA 62 y 1a5/L
VINYL CHLORIDE
NO
I/ EM 62.(( Sugl L.
Use this space(or a separate sheet)to provide Information on other volatile organic compounds requested by the permit writer
ACID-EXTRACTABLE COMPOUNDS
Q P-CHLOROM-CRESOL kib 9 (PA (plc JOlealL
2-CHLOROPHENOL
ND
1/ CPA 611" 10(AS(L
24DICHLOROPHENOL Mb 4 Fp4 62 5- 10[A9JL
2,4-DIMETHYLPHENOL
NO 9 EPA 10.25- 16 1131L
4.8 DINrrRO-O CRESOL
NO
2/ A-PA (e25 56 4JL ,
2,4-DINITROPHENOL M D LI EPA 6.2 S- 50 Lis l L
2-NITROPHENOL
MO
1, EPA 6,25" id ash_
4-NITROPHENOL MD 9/ EPA 6 23" 56 u9/L
PENTACHLOROPHENOL ND II (PAG 25" .5-6 t13)L
PHENOL kip 9 EPA G.25. /b u,C/L
2TTRICHLOROPHENOL MD I/ EPA 625" to{,(916
Use this space(or a separate sheet)to provide Information on other acid-extractable compounds requested by the permit writer
BASE-NEUTRAL COMPOUNDS �`
ACENAPHTHENE 1`10 -I (1(t3/L
CPA 625 l
ACENAPHTHYLENE
ND
II EPA 625 1 o a3IL.
ANTHRACENE AID L! EPA 6.2S- lo hoc l L
BENZIDINE ND 21 1PQ 625 56u9/L.
BENZO(A)ANTHRACENE NJ LI CPA 4 25- 16 a3 IL_
BENZO(A)PYRENE NO 11 rpm 62s-- /0 us 1L
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 12 of 22

_!
FACIUTY NAME AND PERMIT SNBENUMBER: Akvos(4/go, PERMIT ACTION REQUESTED: RIVER BASIN:
( 4 6-1 /UPuJTO `iee.2ekoe.( (--' C'4f co bet_
Outfall number. 6f)/ (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL ML/MDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
3,4 BENZO- lb
FLUORANTHENE ND 4 FPA 625- *Ap/L
BENZO(GHI)PERYLENE N b y EPA ( 2S /0 u9 IL-
BENZO(K)
FLUORANTHENE ND 1/ EPA (,.25 /6 ug/L
BIS(2-CHLOROETHOXY)
METHANE /_ID Ll EPA ( 25 /6 asit-
BIS(2-CHLOROETHYL)-
ETHER ND 1/ EPA 625 16 u3IL
BIS(2-CHLOROISO-
PROPYL)
ETHER KID if CM 6.23- /6 us r'L
BIS(2-ETHYLHEXYL)
PHTHALATE 1J.D 4 EPA 6.2-S I6 tiglL
4-BROMOPHENYL
PHENYL ETHER ND 4 EPA 6.2S- /6 u5/L
BUTYL BENZYL
PHTHALATE MD i EPA 6 is /0(ts/L
2-CHLORO-
NAPHTHALENE Mb1.1 EPA 6:25- 16 S I L
4-CHLORPHENYL
PHENYL ETHER ND 11 EPA 625 l0 ug IL_
CHRYSENE NO 4 EPA 6.25 /6 ag/L
DI-N$uTYL PHTHALATE
NO
9 EPA 62 J 161511-
.DI-N-OCTYL PHTHALATE Nn 4 CPA 6 25 I6 an IL
DIBENZO(A,H)
ANTHRACENE MD 4 EPA 625 16 Loy I L
1.2-DICHLOROBENZENE hi 9 EPA 625- /6 us Is_
1,3-DICHLOROBENZENE MD Ll CPA 6.25" /6 911-
1,4-DICHLOROBENZENE Mob Li EPA 4.25 M ad it.
3,3-DICHLORO-
BENZIDINE
/
MD 4 EPA 6;5" 56 c6 I(_
DIETHYL PHTHALATE
MD
if EPA 6.2C 16 9 IL
DIMETHYL PHTHALATE /1/411) LI EPA 61S- I d til/L
2,4-DINITROTOLUENE MD 1/ EPA 4,2S- /6 Lis/L
2,6-DINITROTOLUENE ND Li EPA 625 16 u3/L_
1,2-DIPHENYL-
HYDRAZINE b `G/ EPA 42f lo0.94-
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 13 of 22

, , 'FACILITY NAME/AND PERMIT NUMBER: Ar0036 I cr y PERMIT ACTION REQUESTED: RIVER BASIN:
6I4 Of ,()e �ox) neW2� � acvd
Outfall number. DO( (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
MD
II (,TEPA 62S- /0(9/L
FLUORENE NO L1 (PA 6,5" /00,3 IL
HEXACHLOROBENZENE
MD
y CPA 425 IO i L
HEXACHLORO-
BUTADIENE M D I/ EPA 625- to u.5Il ,
HEXACHLOROCYCLO-
PENTADIENE Al 0 4 .EPA 6)S 561,21i
HEXACHLOROETHANE M b 41 EPA 625.5. /o UUc I�
INDEN0(1,2,3-CD)
��D 4 CPA 6)s- /6 ug IL
PYRENE
ISOPHORONE
Mb 11 FPA &2 S /O u I L
NAPHTHALENE Mb 4EPA (0.7S- IO Ug/L
NITROBENZENE ND "I ll', EPA 6).5 IO ugIL
N-NITROSODI-N-
PROPYLAMINE N b li EPA / 2S JO u311...
N-NITROSODI-
METHYLAMINE MD 9 EPA PA G Z S 16u.8/1_
N-NITROSODI- (j
PHENYLAMINE M D 1 EPA 6,2S 16 0.311 _
PHENANTHRENE
Mb LI EPA 625" /0 u5 IL
PYRENE L
"E ND it EPA G;S 10 u3I1 _
1,2,4-
TRICHLOROBENZENE Alb 4 EPA 6.1,5" to 11311._
Usethis space(or a separate sheet)to provide information on other base-neutral compounds requested by the permit writer
Use this space(or a separate sheet)to provide information on other pollutants(e.g.,pesticides)requested by the permit writer
END OF PART D.
REFER TO THE APPLICATION OVERVIEW(PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 14 of 22

•
FACILITY NAME AND PERMIT NUMBER: /C'0536f Q 6 PERMIT It ACTION REQUESTED:REQUESTED: RIVER BASIN:
•�i7� of /FcokiAK (Pei?ecoq/ v(7a7acdhQ.
SUPPLEMENTAL APPLICATION INFORMATION
PART E. TOXICITY TESTING DATA
POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the
facility's discharge points: 1)POTWs with a design flow rate greater than or equal to 1.0 mgd;2)POTWs with a pretreatment program(or those that are
required to have one under 40 CFR Part 403);or 3)POTWs required by the permitting authority to submit data for these parameters.
• At a minimum,these results must indude quarterly testing for a 12-month period within the past 1 year using multiple species(minimum of two
species),or the results from four tests performed at least annually in the four and one-half years prior to the application,provided the results
show no appreciable toxicity,and testing for acute and/or chronic toxicity,depending on the range of receiving water dilution. Do not include
information on combined sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition,this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC
requirements for standard methods for analytes not addressed by 40 CFR Part 136.
• In addition,submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test
conducted during the past four and one-half years revealed toxicity,provide any information on the cause of the toxicity or any results of a
toxicity reduction evaluation,if one was conducted.
• If you have already submitted any of the information requested in Part E,you need not submit it again. Rather,provide the information
requested in question E.4 for previously submitted information. If EPA methods were not used,report the reasons for using alternate methods.
If test summaries are available that contain all of the information requested below,they may be submitted in place of Part E.
If no biomonitoring data is required,do not complete Part E. Refer to the Application Overview for directions on which other sections of the form to
complete.
E.1. Required Tests.
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years.
tif r= FAfheacI MuN-ooACenfl4tion�Tf?
chronic ID acute SuMirtany A Hacked J
Iq -CeriedaPhniw ChroAr! Pis/Fa,�l red'
E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half veers. Allow one
column per test(where each species constitutes a test). Copy this page if more than three tests are being reported.
Test number. Test number. Test number.
a. Test information.
Test Species&test method number
Age at initiation of test
Outfall number
Dates sample collected
Date test started
Duration
b. Give toxicity test methods followed.
Manual title
Edition number and year of publication
Page number(s)
c. Give the sample collection method(s)used. For multiple grab samples,indicate the number of grab samples used.
24-Hour composite
Grab
d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each.
Before disinfection
After disinfection
After dechlorination
EPA Form 3510-2A(Rev.1-99). Replaces EPA forms 7550-6&7550-22. Page 15 of 22

' - FACILITYCI� NAME AND PERMIT NUMBER: A)e0 31p/q‘ PERMIT ACTION REQUESTED: RIVER BAS(N:
Pity n / /U%i/o U P.e�w.( aAbba
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 dUutlon 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
LCA
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: /1/4.3600,3th 196 PERMIT ACTION REQUESTED: RIVER BASIN:
illy o/ /)Pw/m) Pewecc ctI ait4)&
Chronic:
NOEC
ICS % %
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(MMIDD/YYYY)?
Other(describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved In a Toxicity Reduction Evaluation?
❑ Yes 1,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: / / (MMIDDIYYYY)
Summary of results: (see instructions)
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

Toxicity Summary
Week of Results% Method
2/15/2010 >100 2
3/5/2010 pass 1
6/11/2010 pass 1
9/17/2010 pass 1
12/10/2010 pass 1
3/11/2011 >100 2
3/24/2011 pass 1
6/9/2011 pass 1
9/15/2011 pass 1
12/14/2011 pass 1
3/8/2012 pass 1
6/7/2012 pass 1
9/13/2012 pass 1
12/5/2012 pass 1
12/3/2012 >100 2
3/7/2013 pass 1
6/6/2013 pass 1
9/12/2013 pass 1
9/9/2013 >100 2
12/5/2013 pass 1
3/6/2014 pass 1
6/5/2014 pass 1
6/2/2014 >100 2
9/11/2014 pass 1
Method 1 is North carolina Ceriodaphnia Chronic Pass/Fail Reproduction Toxicity
Test with 56%effluent
Method 2 is Chronic Fathead Minnow Multi-Concentration Test

��Effluent Toxicity Report Form-Chronic Fathead Minnow Multi-Concentration Test Date:2/26/2010
Faculty: City of Newton • NPDES#NCOO 36196 Pipe 5: 001 County: Catawba
• Laboratory: Meritech,Inc. Comments
x I ,�,A
Signe of•i1'.tor in esponsible Charge '
x i I
Signature of Laboratory Supervisor ,_.---
MAIL
MAIL ORIGINAL TO: Environmental Sciences Branch
Division of Water Quality
NC DENR
1621 Mail Service Center
Raleigh,NC 27699-1621
Test Initiation Date/Time 2/16/2010 2:50 PM Avg Wt/Surv.Control 0.702 Test Organisms
%Eff. Repl. 1 2 3 4 Cultured In-House
Control Surviving# 10 8 10 10 %Survival 95.0 T Outside Supplier
Original# 10 10 10 10
Wt/original(mg) 0.705 0.604 0.766 0.581 Avg Wt(mg) 0.664 Hatch Date: 2/15/10
28 Surviving# 10 6 10 10 %Survival 90.0 Hatch Time: 3:00 pm CT
Original# 10 10 10 10
Wt/original(mg) 0.711 0.448 0.593 0.617 Avg Wt(mg) 0.592
42 Surviving# 10 10 9 10 %Survival 97.5
Original# 10 10 10 10
Wt/original(mg) 0.748 0.686 0.630 0.727 Avg Wt(mg) 0.698
56 Surviving# 1 10 9 2 %Survival 55.0
Original# 10 10 10 10
1M/original(mg) 0.093 0.741 0.659 0.180 Avg Wt(mg) 0.418
75 Surviving# 8 9 10 2 ' %Survival 72.5
Original# 10 10 10 10 -
Wt/original(mg) 0.563 0.721 0.725 0.221 Avg Wt(mg) 0.558
100 Surviving# 10 5 10 9 %Survival 85.0
Original# 10 10 10 10
Wt/original(mg) 0.750 0.390 0.734 0.716 Avg Wt(mg) 0.648
Water Quality Data Day
Control 0 1 2 3 4 5 6
pH(SU)Init/Fin 8.11 / 8.02 8.13 / 7.69 8.10 / 7.89 8.20 / 7.84 8.17 / 7.90 8.11 / 8.02 8.21 / 7.90
DO(mg/L) Init/Fin 6.75 / 7.50 7.60 / 6.90 7.55 / 7.42 7.70 / 7.10 7.45 / 7.70 7.61 / 7.45 7.62 / 7.35
Temp(C)Init/Fin 25.4 / 24.6 24.3 / 24.6 25.0 / 24.6 24.7 / 25.2 25.5 / 25.3 25.0 / 24.9 25.2 / 24.8
High Concentration o 1 2 3 4 5 6
pH(SU)Init/Fin 7.61 / 8.21 8.09 / 8.06 7.77 1 8.11 7.96 / 7.95 7.68 / 8.09 7.77 / 8.11 8.05 / 8.11
DO(mg/L) Init/Fin 8.79 / 7.45 8.04 / 7.19 9.00 / 7.10 8.30 / 6.79 9.72 / 7.11 8.99 / 7.12 7.99 / 7.10
Temp(C)Init/Fin 25.0 / 24.6 25.0 / 24.6 25.1 / 24.6 24.4 / 25.2 24.7 / 25.3 25.0 / 25.1 25.3 / 24.8
•
Sample 1 2 3 Survival Growth Overall Result
Collection Start Date 2/15/2010 2/16/2010 2/18/2010 Normal PI P1 ChV >100
Grab Horn.Var. I<-41 P
Composite(Duration) 24.2 23.5 23.8 NOEC 100 100
Hardness(mg/L) 152 142 140 LOEC >100 >100
Alkalinity(mg/L) 128 125 130 ChV >100 >100
Conductivity(umhos/cm) 602 701 833 Method Dunnett's Dunnett's
Chlorine(mg/L) <0.1 <0.1 <0.1
Temp.at Receipt(SC) 0.7 0.5 0.8 Stats Survival Growth
Conc. Critical Calculated Critical Calculated
Dilution H2O Batch# 422 423 424 28 10 0.2568 2.41 0.5348
Hardness(mg/L) 44 44 44 42 10 -0.1284 2.41 -0.2516
Alkalinity(mg/L) 56 57 57 56 10 2.0542 ' 2.41 1.8318
Conductivity(umhos/cm) 214 223 215 75 10 1.1555 2.41 0.7939
100 10 0.5136 2.41 0.1230
DWQ Form AT-5(1/04)

• Effluent Toxicity Report Form-Chronic Fathead Minnow Multi-Concentration Test Date:4/1/2011
N
• s Facility: City of Newton NPDES#NCOO 36196 Pipe#: 001 County: Catawba
Laboratory: Meritech,Inc. _ Comments
x -_ _ � _
Signature of Opera orr or-........
in ..- nsible ••arge 111)x / /OF , -
Signature of Laboratory Supervisor
MAIL ORIGINAL TO: Environmental Sciences Branch
Division of Water Quality
NC DENR
1621 Mail Service Center
Raleigh,NC 27699-1621
Test Initiation Date/Time 3/22/2011 6:30 PM Avg Wt/Surv.Control 0.584 Test Organisms
%Eff. Repl. 1 2 3 4 r Cultured In-House
Control Surviving# 9 10 10 10 %Survival! 97.5 I r Outside Supplier
Original# 10 10 10 10
Wt/original(mg) 0.461 0.667 0.596 0.561 Avg Wt(mg)! 0.571 I Hatch Date: 3/21/11
28 Surviving# 10 5 10 10 %Survival! 87.5 I Hatch Time: 3:00 pm CT
Original# 10 10 10 10
Wt/original(mg) 0.467 0.386 0.562 0.671 Avg Wt(mg)! 0.522
42 Surviving# 10 10 9 9 %Survival! 95.0
Original# 10 10 10 10
Wt/original(mg) 0.728 0.632 0.665 0.749 Avg Wt(mg)! 0.694
56 Surviving# 10 9 6 10 %Survival! 87.5
Original# 10 10 10 10
Wt/original(mg) 0.720 0.589 0.393 0.680 Avg Wt(mg)! 0.596
75 Surviving# 10 I 10 8 10 %Survival! 95.0
Original# 10 I 10 10 10
Wt/original(mg) 0.653 I 0.615 0.615 0.790 Avg Wt(mg)! 0.668
100 Surviving# 9 10 10 10 %Survival! 97.5 !
Original# 10 10 10 10
Wt/original(mg) 0.657 0.646 0.607 0.654 Avg Wt(mg)! 0.641
Water Quality Data Day
Control o 1 2 3 4 5 8
pH(SU)Init/Fin 8.24 / 7.80 8.28 17.77 8.20 / 7.98 8.16 / 8.20 8.27 / 7.95 8.16 / 7.78 8.26 / 7.90
DO(mg/L) Init/Fin 7.55 / 7.48 7.60 / 6.71 7.58 / 7.14 7.60 / 7.41 7.55 / 6.93 7.68 / 6.63 7.60 / 6.95-
Temp(C)Init/Fin 25.2 / 25.0 24.6 / 25.6 25.7 / 24.8 24.4 / 24.3_25.4 / 24.8 25.3 / 24.3 24.5 / 24.6
High Concentration o 1 2 3 4 5 6
pH(SU)Init/Fin 7.98 / 7.99 8.02 / 7.96 7.87 / 8.21 7.94 / 8.47 8.35 / 8.35 7.94 / 8.12 8.01 / 8.15
DO(mg/L) !nit/Fin 8.36 / 7.25 8.45 / 6.49 8.57 / 7.03 8.63 / 7.21 7.73 / 6.92 8.89 / 6.68 8.85 / 6.53
Temp(C)Init/Fin 24.7 / 25.0 24.8 / 25.6 24.4 / 24.8 24.6 / 24.3 25.3 / 24.8 25.3 / 24.3 25.1 / 24.6
Sample 1 2 3 Survival Growth Overall Result
Collection Start Date 3/21/2011 3/23/2011 3/24/2011 Normal f Fl ChV I >100 I
Grab Horn.Var. Fl Fl
Composite(Duration) 23.9 24.1 24.1 NOEC 100 100
Hardness(mg/L) 150 160 167 LOEC >100 >100
Alkalinity(mg/L) 108 127 138 ChV >100 >100
Conductivity(umhos/cm) 527 586 542 Method Steel's Dunnet's
Chlorine(mg/L) <0.1 <0.1 <0.1
Temp.at Receipt(°C) 1.8 1.2 0.6 Stats Survival Growth
Conc. Critical Calculated Critical Calculated
Dilution H2O Batch# 534 535 28 10 17.5 2.41 0.7411
Hardness(mg/L) 46 48 42 10 16.0 2.41 -1.8210
Alkalinity(mg/L) 58 59 56 10 15.5 2.41 -0.3612
.onductivity(umhos/cm) 220 2201 75 10 17.5 2.41 -1.4449
100 10 18.0 2.41 -1.0390
DWQ Form AT-5(1/04)