NC0021920_Renewal Application_20190226

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LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 26, 2019
Darren Currie
City of Whiteville
PO Box 607
Whiteville, NC 28472-0607
Subject: Permit Renewal
Application No. NC0021920
Whiteville WRF
Columbus County
Dear Applicant:
The Water Quality Permitting Section acknowledges the February 21, 2019 receipt of your permit renewal application and
supporting documentation. Your application will be assigned to a permit writer within the Section's NPDES WW permitting
branch. Per G.S. 150B-3 your current permit does not expire until permit decision on the application is made.
Continuation of the current permit is contingent on timely and sufficient application for renewal of the current permit. The
permit writer will contact you if additional information is required to complete your permit renewal. Please respond in a
timely manner to requests for additional information necessary to allow a complete review of the application and renewal
of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
httos://deq.nc.gov/permits-regulations/permit-guidance/environmental-application-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerely,
Wren Thed rd
Administrative Assistant
Water Quality Permitting Section
cc: Central Files w/application
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Jimmy Clarida
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Darren Currie Timothy Collier
Council Member
City Manager Robert Leder
24 Hill Plaza
Council Member
PO Box 607
JustinSmith
Council NC 28472 Member
February 8, 2019
RECEIVED/DENR/DWR
FEB 21 2019
NC Department of Environmental Quality
Water Resources
Division of Water Resources/NPDES Unit Permitting Section
1617 Mail Service Center
Raleigh,NC 27699-1617
Subject: NPDES Permit Renewal
City of Whiteville
NPDES Permit NC0021920
Columbus County
Dear Permitting Unit:
The City of Whiteville is submitting the renewal application package for NPDES permit
NC0021920. The expiration date of the permit is August 31, 2019. The permit application
package consists of:
- Cover letter
- One original of Form 2A—NPDES Application for Permit Renewal
- Supplemental Application Information—Parts D, E& F
- Topographic Map
- Process Flow Schematic
- Effluent Pollutant Scan results
- 2' Species Toxicity results
- Mercury Minimization Efforts Report
- One copy of Permit Renewal Package
The Town has the following comments regarding the NPDES permit:
- We are requesting the daily effluent monitoring of temperature be removed from the permit
or that the monitoring be reduced. There are no operational aspects that can influence the
temperature of the discharge.

E
- We are requesting continued reduced monitoring as an"exceptionally performing facility"
for BOD5, Ammonia Nitrogen, Fecal Coliform and Total Suspended Solids (TSS). A
review and analysis of testing results for the past three years:
Percent of Monthly Average Limit
Parameter Most Restrictive 3-Year Average % of Limit
Monthly Limit
BOD5 5.0 mg/L 1.7 mg/L 34%
TSS 30.0 mg/L 3.7 mg/L 12%
Ammonia N 1.8 mg/L 0.0 mg/1 0%
Fecal Coliform 200/100 ml 5.9/100 ml 3%
Number of Samples Over 200% of Monthly Average Limit
Parameter 200% of Monthly Limit Number of Samples Over
BOD5 10 mg/L 0
TSS 60 mg/L 0
Ammonia N 3.6 mg/L 0
Number of Samples Over 200% of Weekly Average Limit
Parameter 200% of Weekly Limit Number of Samples Over
Fecal Coliform 800/100 ml 1
In addition to the exceptional test results, the Whiteville Water Reclamation Facility is in
compliance with all other criteria listed in Section B Approval Criteria of the October 22,
2012 guidance document regarding reduction of monitoring frequencies.
- We request that the following parameters be removed from the permit limitations and
monitoring requirements: Total Copper, Total Cadmium, Total Lead, and Total Silver.
We are making this request due to these parameters being below detection level in the
effluent.
- We request that conductivity monitoring be removed from the permit. Conductivity results
have been consistently within the range expected for domestic wastewater. The yearly
average effluent conductivity the last years has been approximately 485. We feel that the
effluent TSS, NH3, and BOD5 results are sufficient to judge good wastewater treatment
plant efficiency.
- The conditions of Section A. (5) Inactive Wastewater Pond have been completed. The
Regional Office was notified of the completion of the required activities in(a) Schedule of
Compliance and an on-site inspection was conducted. In recent discussions with the

Regional Office, the issuance of the closure approval letter was delayed due to the
hurricanes and flooding, but is expected to be issued shortly. This section also has a
requirement that after closure of the wastewater pond that the water level must be kept
below one foot. We see no practical or environmental reasons for this restriction. All
piping to the pond has been disconnected and since the closure, no wastewater can enter
the pond. We would like to have the wastewater pond completely removed from the
permit. The City's desire is to maintain the pond as an architectural feature in the plant
site.
- Three of the 2nd species (Fathead Minnow) have been done. The fourth test is scheduled
and the results will be forwarded as they become available.
We thank you for your consideration in these matters. If you have any additional questions or
comments,please call Newlyn McCullen, WWRF Director at 910-642-5818.
elict512y,
Darren Currie, City Manager
City of Whiteville

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
FORM •
2A V. ° ES F • R ' 2A . P'PLICAT1• i R 1EW
NPDES
APPLICATION OVERVIEW
Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet
and a "Supplemental Application Information" packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12.
B. Additional Application Information for Applicants with a Design Flow>_0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6.
C. Certification. All applicants must complete Part C(Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D(Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1mgd,
2. Is required to have a pretreatment program(or has one in place), or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E(Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program(or has one in place), or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users(Sills)or receives RCRA or CERCLA wastes must complete Part F(Industrial User Discharges
and RCRA/CERCLA Wastes). SIUs are defined as:
1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations(CFR)403.6 and
40 CFR Chapter I, Subchapter N(see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works(with certain
exclusions); or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant;or
c. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G(Combined Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
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 Whiteville Water Reclamation Facility(WRF)
Mailing Address PO Box 607
Whiteville,NC 28472
Contact Person Newlyn McCullen
Title Wastewater Superintendent
Telephone Number [phone]
Facility Address 1000 Nolan Avenue
(not P.O.Box) Whiteville,NC 28472
A.2. Applicant Information. If the applicant is different from the above,provide the following:
Applicant Name City of Whiteville
Mailing Address PO Box 607
Whiteville,NC 28472
Contact Person Darren Currie
Title City Manager
Telephone Number [phone]
Is the applicant the owner or operator(or both)of the treatment works?
® owner ❑ operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
® facility ® 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 NC0021920 PSD
UIC Other WQCS00072
RCRA Other WQ0000048
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
City of Whiteville 5396 Separate Municipal
Town of Brunswick 1119 Separate Municipal
Town of Bolton 650 Separate Muncipal
Total population served 7,165
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes ® No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from(and eventually flows
through)Indian Country?
❑ Yes ® No
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 3.0 mgd
Two Years Ago Last Year This Year
b. Annual average daily flow rate 1.47 1.15 1.35
c. Maximum daily flow rate 3.98 2.89 4.80
A.7. Collection System. Indicate the type(s)of collection system(s)used by the treatment plant. Check all that apply. Also estimate the percent
contribution(by miles)of each.
® Separate sanitary sewer 100
❑ Combined storm and sanitary sewer na
A.8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? ® Yes ❑ No
If yes,list how many of each of the following types of discharge points the treatment works uses:
i. Discharges of treated effluent 1
ii. Discharges of untreated or partially treated effluent na
iii. Combined sewer overflow points na
iv. Constructed emergency overflows(prior to the headworks) na
v. Other na
b. Does the treatment works discharge effluent to basins,ponds,or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? ❑ Yes ® No
If yes,provide the following for each surface impoundment:
Location: na
Annual average daily volume discharge to surface impoundment(s) na mgd
Is discharge ❑ continuous or ❑ intermittent?
c. Does the treatment works land-apply treated wastewater? ❑ Yes ® No
If yes,provide the following for each land application site:
Location: na
Number of acres: na
Annual average daily volume applied to site: na mgd
Is land application ❑ continuous or ❑ intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? ❑ Yes ® No
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
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).
na
If transport is by a party other than the applicant,provide:
Transporter Name na
Mailing Address na
na
Contact Person na
Title na
Telephone Number (
For each treatment works that receives this discharge,provide the following:
Name na
Mailing Address na
Contact Person na
Title na
Telephone Number (
If known,provide the NPDES permit number of the treatment works that receives this discharge na
Provide the average daily flow rate from the treatment works into the receiving facility. na mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.8.through A.8.d above(e.g.,underground percolation,well injection): ❑ Yes ® No
If yes,provide the following for each disposal method:
Description of method(including location and size of site(s)if applicable):
na
Annual daily volume disposed by this method:
Is disposal through this method ❑ continuous or ❑ intermittent?
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
WASTEWATER DISCHARGES:
If you answered"Yes"to question A.8.a,complete questions A.9 through A.12 once for each outfall(including bypass points)through
which effluent is discharged. Do not include information on combined sewer overflows in this section. If you answered"No"to question
A.8.a,go to Part B,"Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfall number 001
b. Location Whiteville 28472
(City or town,if applicable) (Zip Code)
Columbus NC
(County) (State)
34°19'44" 78°40'41"
(Latitude) (Longitude)
c. Distance from shore(if applicable) na ft.
d. Depth below surface(if applicable) na ft.
e. Average daily flow rate 1.35 mgd
f. Does this outfall have either an intermittent or a periodic discharge? ❑ Yes ® No (go to A.9.g.)
If yes,provide the following information:
Number f times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge: mgd
Months in which discharge occurs:
g. Is outfall equipped with a diffuser? ❑ Yes ® No
A.10. Description of Receiving Waters.
a. Name of receiving water White Marsh Swamp
b. Name of watershed(if known) Waccamaw River
United States Soil Conservation Service 14-digit watershed code(if known):
c. Name of State Management/River Basin(if known):Lumber
United States Geological Survey8-digit hydrologic catalo in unit code if known):
9 9cataloging ( )
d. Critical low flow of receiving stream(if applicable)
acute cfs chronic cfs
e. Total hardness of receiving stream at critical low flow(if applicable): 42.2 average mg/L of CaCO3
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
❑ Primary ❑ Secondary
® Advanced ❑ Other. Describe:
b. Indicate the following removal rates(as applicable):
Design BOD5 removal or Design CBOD5 removal 90 94
Design SS removal 85 %
Design P removal na %
Design N removal na ok
Other Ammonia Nitrogen 75 94
c. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season,please describe:
Chlorination
If tisinfection is by chlorination is dechlorination used for this outfall? ® Yes 0 No
Does the treatment plant have post aeration? ® 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) 8. s.u. A
pH(Maximum) .2 s.u.
Flow Rate 4.80 mgd 1.35 mgd 365
Temperature(Winter) 19.4 °C 16.3 °C 60
Temperature(Summer) 29.5 °C 27.2 °C 60
For pH please report a minimum and a maximum daily value
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
POLLUTANT DISCHARGE ANALYTICAL MLJMDL
Number of METHOD
Conc. Units Conc. Units Samples I
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN BOD5 9.6 mg/L 1.7 mg/L 312 SM 5210 B 2.0
DEMAND(Report one) CBOD5 na na na na na na Na
FECAL COLIFORM 870 #per 100ml 5.94 #penoomu 312 SM 9222 D 1.0
TOTAL SUSPENDED SOLIDS(TSS) 36.4 mg/L 3.7 mg/L 312 SM 2540 D 1 2.5
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
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>_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.
14.000 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
CS is currently under evaluation to identify problem areas
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This
map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire
area.)
a. The area surrounding the treatment plant,including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping,if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells,springs,other surface water bodies,and drinking water wells that are: 1)within'/.mile of the property boundaries of the treatment
works,and 2)listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored,treated,or disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act(RCRA)by truck,rail,
or special pipe,show on the map where the hazardous waste enters the treatment works and where it is treated,stored,and/or disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant,including all bypass piping and all
backup power sources or redunancy in the system. Also provide a water balance showing all treatment units,including disinfection(e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
B.4. Operation/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects(related to wastewater treatment and effluent quality)of the treatment works the responsibility of a
contractor? ❑ Yes ® No
If yes,list the name,address,telephone number,and status of each contractor and describe the contractor's responsibilities(attach additional
pages if necessary).
Name:
Mailing Address:
Telephone Number: ( )
Responsibilities of Contractor:
B.5. Scheduled improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment,effluent quality,or design capacity of the treatment works. If the
treatment works has several different implementation schedules or is planning several improvements,submit separate responses to question B.5
for each. (If none,go to question B.6.)
a. List the outfall number(assigned in question A.9)for each outfall that is covered by this implementation schedule.
na
b. Indicate whether the planned improvements or implementation schedule are required by local,State,or Federal agencies.
❑ Yes ❑ No
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
c. If the answer to B.5.b is"Yes,"briefly describe,including new maximum daily inflow rate(if applicable).
na
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? ❑ Yes ❑ No
Describe briefly:
B.6. EFFLUENT TESTING DATA(GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information
on combine sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition,this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate
QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on-half years old.
Outfall Number: 001
MAXIMUM DAILY AVERAGE DAILY DISCHARGE
DISCHARGE ANALYTICAL
POLLUTANT METHOD ML/MDL
Conc. Units Conc. Units Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA(as N) 2.39 mg/L 0.03 mg/L 104 SM 4500 D-1997 0.1
CHLORINE(TOTAL 43 Ug/I 24 Ug/I 260 SM 4500CLG-2000 15
RESIDUAL,TRC)
DISSOLVED OXYGEN 10.3 mg/L 8.4 mg/L 260 SM 4500 0 G-2001 0.1
TOTAL KJELDAHL 2.33 mg/L 1.33 mg/L 12 351.2 R2-93 0.1
NITROGEN(TKN)
NITRATE PLUS NITRITE 9.2 mg/L 5.35 mg/L 12 353.2 R2-93 0.1
NITROGEN
OIL and GREASE 11 mg/L <5 mg/L 9 1664E 5.0
PHOSPHORUS(Total) 1.6 mg/L 1.2 mg/L 12 365.4-74 0.020
TOTAL DISSOLVED SOLIDS 318 mg/L 287 mg/L 3 SM2540C 10
(TDS)
OTHER
END OF PART B.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
BASIC APPLICATION INFORMATION
PART C. CERTIFICATION
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A,as explained in the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement,applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
® Basic Application Information packet Supplemental Application Information packet:
El Part D(Expanded Effluent Testing Data)
® Part E(Toxicity Testing: Biomonitoring Data)
® Part F(Industrial User Discharges and RCRA/CERCLA Wastes)
❑ Part G(Combined Sewer Systems)
ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERTIFICATION.
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the information,the information is,to the best of my knowledge and belief,true,
accurate,and complete. I am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment
for knowing violations.
Name and official title Currie,City Manager
Signatureio"-(
Telephone number [phone]
Date signed ``/ .8 1 I
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
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
SUPPLEMENTAL APPLICATION INFORMATION
PART D. EXPANDED EFFLUENT TESTING DATA
Refer to the directions on the cover page to determine whether this section applies to the treatment works.
Effluent Testing: 1.0 mgd and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0 mgd or it has(or is required
to have)a pretreatment program,or is otherwise required by the permitting authority to provide the data,then provide effluent testing data for the following
pollutants. Provide the indicated effluent testing information and any other information required by the permitting authority for each outfall through which
effluent is discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected
through analyses conducted using 40 CFR Part 136 methods. In addition,these data must comply with QA/QC requirements of 40 CFR Part 136 and
other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. Indicate in the blank rows provided below
any data you may have on pollutants not specifically listed in this form. At a minimum,effluent testing data must be based on at least three pollutant
scans and must be no more than four and one-half years old.
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL ML/MDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
METALS(TOTAL RECOVERABLE),CYANIDE,PHENOLS,AND HARDNESS.
ANTIMONY ND mg/L ND mg/L 3 EPA 200.7 0.025
ARSENIC ND mg/L ND mg/L 3 EPA 200.7 0.010
BERYLLIUM ND mg/L ND mg/L 3 EPA 200.7 0.005
CADMIUM ND mg/L ND mg/L 3 EPA 200.7 0.002
CHROMIUM ND mg/L ND mg/L 3 EPA 200.7 0.005
COPPER 0.010 mg/L 0.003 mg/L 3 EPA 200.7 0.002
LEAD ND mg/L ND mg/L 3 EPA 200.7 0.010
MERCURY ND ng/L ND ng/L 3 EPA 631 E 0.500
NICKEL ND mg/L ND mg/L 3 EPA 200.7 0.010
SELENIUM ND mg/L ND mg/L 3 EPA 200.7 0.010
SILVER ND mg/L ND mg/L 3 EPA 200.7 0.005
THALLIUM ND mg/L ND mg/L 3 EPA 200.7 0.020
ZINC 0.040 mg/L 0.032 mg/L 3 EPA 200.7 0.010
CYANIDE ND mg/L ND mg/L 3 EPA 335.4 0.005
TOTAL PHENOLIC ND mg/L ND mg/L 3 EPA 420.1 0.010
COMPOUNDS
HARDNESS(as CaCO3) 103 mg/L 95 mg/L 3 SM 2340C 1
Use this space(or a separate sheet)to provide information on other metals requested by the permit writer
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
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
VOLATILE ORGANIC COMPOUNDS
ACROLEIN ND ug/L ND ug/L 3 EPA 624 50.0
ACRYLONITRILE ND ug/L ND ug/L 3 EPA 624 10.0
BENZENE ND ug/L ND ug/L 3 EPA 624 1.00
BROMOFORM ND ug/L ND ug/L 3 EPA 624 1.00
CARBON ND ug/L ND ug/L 3 EPA 624 1.00
TETRACHLORIDE
CHLOROBENZENE ND ug/L ND ug/L 3 EPA 624 1.00
CHLORODIBROMO- ND ug/L ND ug/L 3 EPA 624 1.00
METHANE
CHLOROETHANE ND ug/L ND ug/L 3 EPA 624 5.00
2-CHLOROETHYLVINYL
ND ug/L
ETHER ND ug/L 3 EPA 624 5.00
CHLOROFORM 14.2 ug/L 7.4 ug/L 3 EPA 624 1.00
DICHLOROBROMO- 6.7 ug/L 4.1 ug/L 3 EPA 624 1.00
METHANE
1,1-DICHLOROETHANE ND ug/L ND ug/L 3 EPA 624 1.00
1,2-DICHLOROETHANE ND ug/L ND ug/L 3 EPA624 1.00
TRANS-1,2-DICHLORO- ND ug/L ND ug/L 3 EPA 624 1.00
ETHYLENE
1,1-DICHLORO-
ND ug/L ND ug/L 3 EPA 624 1.00
ETHYLENE
1,2-DICHLOROPROPANE ND ug/L ND ug/L 3 EPA 624 1.00
1,3-DICHLORO-
ND ug/L ND ug/L 3 EPA 624 1.00
PROPYLENE
ETHYLBENZENE ND ug/L ND ug/L 3 EPA 624 1.00
METHYL BROMIDE ND ug/L ND ug/L 3 EPA 624 1.00
METHYL CHLORIDE ND ug/L ND ug/L 3 EPA 624 1.00
METHYLENE CHLORIDE ND ug/L ND ug/L 3 EPA 624 1.00
1,1,2,2-TETRA- ND ug/L ND ug/L 3 EPA 624 1.00
CHLOROETHANE
TETRACHLORO- ND ug/L ND ug/L 3 EPA 624 1.00
ETHYLENE
TOLUENE ND ug/L ND ug/L 3 EPA 624 1.00
NPDES FORM 2A Additional Information
- -

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NCO021920 Renewal Lumber
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL ML/MDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
1'1'1 ND ug/L ND ug/L 3 EPA 624 1.00
TRICHLOROETHANE
1,1,2 ND ug/L ND ug/L 3 EPA 624 1.00
TRICHLOROETHANE
TRICHLOROETHYLENE ND ug/L ND ug/L 3 EPA 624 5.00 1
VINYL CHLORIDE ND ug/L ND ug/L 3 EPA 624 5.00
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/L ND ug/L 3 EPA 625 10
2-CHLOROPHENOL ND ug/L ND ug/L 3 EPA 625 10
2,4-DICHLOROPHENOL ND ug/L ND ug/L 3 EPA 625 10
2,4-DIMETHYLPHENOL ND ug/L ND ug/L 3 EPA 625 10
4,6-DINITRO-O-CRESOL ND ug/L ND ug/L 3 EPA 625 50
2,4-DINITROPHENOL ND ug/L ND ug/L 3 EPA 625 50
2-NITROPHENOL ND ug/L ND ug/L 3 EPA 625 10
4-NITROPHENOL ND ug/L ND ug/L 3 EPA 625 50
PENTACHLOROPHENOL ND ug/L ND ug/L 3 EPA 625 50
PHENOL ND ug/L ND ug/L 3 EPA 625 10
2,4,6- ND ug/L ND ug/L 3 EPA 625 10
TRICHLOROPHENOL
Use this space(or a separate sheet)to provide information on other acid-extractable compounds requested by the permit writer
BASE-NEUTRAL COMPOUNDS
ACENAPHTHENE ND ug/L ND ug/L 3 EPA 625 10
ACENAPHTHYLENE ND ug/L ND ug/L 3 EPA 625 10
ANTHRACENE ND ug/L ND ug/L 3 EPA 625 10
BENZIDINE ND ug/L ND ug/L 3 EPA 625 50
BENZO(A)ANTHRACENE ND ug/L ND ug/L 3 EPA 625 10
BENZO(A)PYRENE ND ug/L ND ug/L i 3 EPA 625 10
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL ML/MDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
3,4 BENZO- ND ug/L ND ug/L 3 EPA 625 10
FLUORANTHENE
BENZO(GHI)PERYLENE ND ug/L ND ug/L 3 EPA 625 10
BENZO(K) ND ug/L ND ug/L 3 EPA 625 10
FLUORANTHENE
BIS(2-CHLOROETHOXY) ND ug/L ND ug/L 3 EPA 625 10
METHANE
BIS(2-CHLOROETHYL)- ND ug/L ND ug/L 3 EPA 625 10
ETHER
BIS(2-CHLOROISO- ND ug/L ND ug/L 3 EPA 625 10
PROPYL)ETHER
BIS(2-ETHYLHEXYL) ND ug/L ND ug/L 3 EPA 625 10
PHTHALATE
4-BROMOPHENYL ND ug/L ND ug/L 3 EPA 625 10
PHENYL ETHER
BUTYL BENZYL ND ug/L ND ug/L 3 EPA 625 10
PHTHALATE
2-CHLORO-
ND ug/L ND ug/L 3 EPA 625 10
NAPHTHALENE
4-CHLORPHENYL ND ug/L ND ug/L 3 EPA 625 10
PHENYL ETHER
CHRYSENE ND ug/L ND ug/L 3 EPA 625 10
DI-N-BUTYL PHTHALATE ND ug/L ND ug/L 3 EPA 625 10
DI-N-OCTYL PHTHALATE ND ug/L ND ug/L 3 EPA 625 10
DIBENZO(A,H) ND ug/L ND ug/L 3 EPA 625 10
ANTHRACENE
1,2-DICHLOROBENZENE ND ug/L ND ug/L 3 EPA 625 10
1,3-DICHLOROBENZENE ND ug/L ND ug/L 3 EPA 625 10
1,4-DICHLOROBENZENE ND ug/L ND ug/L 3 EPA625 10
3,3-DICHLORO-
ND ug/L ND ug/L 3 EPA 625 50
BENZIDINE
DIETHYL PHTHALATE ND ug/L ND ug/L 3 EPA 625 10
DIMETHYL PHTHALATE ND ug/L ND ug/L 3 EPA 625 10
2,4-DINITROTOLUENE ND ug/L ND ug/L 3 EPA 625 10
2,6-DINITROTOLUENE ND ug/L ND ug/L 3 EPA 625 10
1,2-DIPHENYL-
ND ug/L ND ug/L 3 EPA 625 10
HYDRAZINE
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE AVERAGE DAILY DISCHARGE
POLLUTANT Number ANALYTICAL ML/MDL
Conc. Units Mass Units Conc. Units Mass Units of METHOD
Samples
FLUORANTHENE ND ug/L ND ug/L 3 EPA 625 10
FLUORENE ND ug/L ND ug/L 3 EPA 625 10
HEXACHLOROBENZENE ND ug/L ND ug/L 3 EPA 625 10
HEXACHLORO- ND ug/L ND ug/L 3 EPA 625 10
BUTADIENE
HEXACHLOROCYCLO- ND ug/L ND ug/L 3 EPA 625 50
PENTADIENE
HEXACHLOROETHANE ND ug/L ND ug/L 3 EPA 625 10
INDENO(1,2,3-CD) ND ug/L ND ug/L 3 EPA 625 10
PYRENE
ISOPHORONE ND ug/L ND ug/L 3 EPA 625 10
NAPHTHALENE ND ug/L ND ug/L 3 EPA 625 10
NITROBENZENE ND ug/L ND ug/L 3 EPA 625 10
N-NITROSODI-N- ND ug/L ND ug/L 3 EPA 625 10
PROPYLAMINE
N-NITROSODI- ND ug/L ND ug/L 3 EPA 625 10
METHYLAMINE
N-NITROSODI- ND ug/L ND ug/L 3 EPA 625 10
PHENYLAMINE
PHENANTHRENE ND ug/L ND ug/L 3 EPA 625 10
PYRENE ND ug/L ND ug/L 3 EPA 625 10
1,2,4-
ND ug/L ND ug/L 3 EPA 625 10
TRICHLOROBENZENE
Use this space(or a separate sheet)to provide information on other base-neutral compounds requested by the permit writer
Use this space(or a separate sheet)to provide information on other pollutants(e.g.,pesticides)requested by the permit writer
END OF PART D.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
SUPPLEMENTAL APPLICATION INFORMATION
PART E. TOXICITY TESTING DATA
POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the
facility's discharge points: 1)POTWs with a design flow rate greater than or equal to 1.0 mgd;2)POTWs with a pretreatment program(or those that are
required to have one under 40 CFR Part 403);or 3)POTWs required by the permitting authority to submit data for these parameters.
• At a minimum,these results must include quarterly testing for a 12-month period within the past 1 year using multiple species(minimum of two
species),or the results from four tests performed at least annually in the four and one-half years prior to the application,provided the results
show no appreciable toxicity,and testing for acute and/or chronic toxicity,depending on the range of receiving water dilution. Do not include
information on combined sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition,this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC
requirements for standard methods for analytes not addressed by 40 CFR Part 136.
• In addition,submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test
conducted during the past four and one-half years revealed toxicity,provide any information on the cause of the toxicity or any results of a
toxicity reduction evaluation,if one was conducted.
• If you have already submitted any of the information requested in Part E,you need not submit it again. Rather,provide the information
requested in question E.4 for previously submitted information. If EPA methods were not used,report the reasons for using alternate methods.
If test summaries are available that contain all of the information requested below,they may be submitted in place of Part E.
If no biomonitoring data is required,do not complete Part E. Refer to the Application Overview for directions on which other sections of the form to
complete.
E.1. Required Tests.Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years.
® chronic ❑ acute
E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half years. Allow one
column per test(where each species constitutes a test). Copy this page if more than three tests are being reported.
Test number: Test number: Test number:
a. Test information.
Test Species&test method number
Age at initiation of test
Outfall number
Dates sample collected
Date test started
Duration
b. Give toxicity test methods followed.
Manual title
Edition number and year of publication
Page number(s)
c. Give the sample collection method(s)used. For multiple grab samples,indicate the number of grab samples used.
24-Hour composite
Grab
d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each.
Before disinfection
After disinfection
After dechlorination
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
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% % °/0 effluent
LCso
95%C.I. oio
Control percent survival
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
Chronic:
NOEC
IC25
Control percent survival To
Other(describe)
m. Quality Control/Quality Assurance.
Is reference toxicant data available?
Was reference toxicant test within
acceptable bounds?
What date was reference toxicant test
run(MM/DD/YYYY)?
Other(describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation?
❑ Yes ® No If yes,describe:
E.4. Summary of Submitted Biomonitoring Test Information. If you have submitted biomonitoring test information,or information regarding the
cause of toxicity,within the past four and one-half years,provide the dates the information was submitted to the permitting authority and a summary
of the results.
Date submitted: Toxicity results were submitted in the months of January,April,July and October of each permit year
Summary of results: (see instructions)
All results were a"PASS"
END OF PART E.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA,or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have,or is subject ot,an approved pretreatment program?
® Yes ❑ No
F.2. Number of Significant Industrial Users(SIUs)and Categorical Industrial Users(CIUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
a. Number of non-categorical SIUs. 1
b. Number of CIUs. 1
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works,copy questions F.3 through F.8 and
provide the information requested for each SIU.
NPDES FORM 2A Additional Information

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: Clean Water Solutions
Mailing Address: 303 South Maultsbv
Whiteville,NC
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
Petroleoum Remediation Facility
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): Clarified water discharged to the POTW and waste products shipped to final disposal
Raw material(s): Contaminated stormwater from various sources
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.
15,000 gpd ( continuous or XX 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.
200 gpd ( continuous or XX intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ❑ Yes ❑ No
b. Categorical pretreatment standards ® Yes ❑ No
If subject to categorical pretreatment standards,which category and subcategory?
437.26
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 ® No If yes,describe each episode.
NPDES FORM 2A Additional Information

•
FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whiteville Water Reclamation Facility, NC0021920 Renewal Lumber
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: Columbus Regional Health Care
Mailing Address: 500 Jefferson Street
Whiteville
F.4. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
No industrial process. Domestic waste.
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): NA
Raw material(s): NA
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.
NA gpd ( continuous or intermittent)
b. Non-process wastewater flow rate. Indicate the average daily volume of non-process wastewater flow discharged into the collection system
in gallons per day(gpd)and whether the discharge is continuous or intermittent.
80,000 gpd (XX continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ❑ Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ❑ No
If subject to categorical pretreatment standards,which category and subcategory?
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 ® 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 bytruck,rail or dedicated pipe?
PP
❑ Yes ❑ 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:
NPDES FORM 2A Additional Information

F.12. Remediation Waste. Does the treatment works currently(or has it been notified that it will)receive waste from remedial activities?
❑ Yes(complete F.13 through F.15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates(or is excepted to origniate in
the next five years).
F.14. Pollutants. List the hazardous constituents that are received(or are expected to be received). Include data on volume and concentration,if
known. (Attach additional sheets if necessary.)
F.15. Waste Treatment.
a. Is this waste treated(or will be treated)prior to entering the treatment works?
❑ Yes ❑ No
If yes,describe the treatment(provide information about the removal efficiency):
b. Is the discharge(or will the discharge be)continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent,describe discharge schedule.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
NPDES FORM 2A Additional Information

CITY OF WHITEVILLE
MERCURY MINIMIZATION EFFORTS
NC0021920
The City of Whiteville implemented a Mercury Minimization Plan (MMP) in order to identify
possible sources of mercury into the wastewater system and,if needed,to reduce levels of mercury
entering the system. The City operates a publicly owned treatment works (POTW), including a
collection system and wastewater treatment plant (WWTP), which serves the City of Whiteville,
North Carolina.
- The WWTP operates under NPDES #NC0021920. The permit requires monthly effluent
monitoring for mercury with a monthly average limit of 24.0ng/L. The latest 12 month
annual average is 3.45 ng/L or 14.4%of the limit. These numbers indicate that mercury is
not a compliance issue at the WWTP.
- Monthly influent mercury samples were taken in 2018. The results were: 8 months were
less than detection, 1.6 ng/L,4.5 ng/L, 5.9 ng/L and 4.8 ng/L.
- The laboratory at the WWTP was surveyed to ascertain if any mercury containing solutions
were used and would be a possible source of mercury into the WWTP. SDS sheets and
container labels were reviewed. No potential sources of mercury were identified.
- The City conducts yearly surveys of the contributing dental offices. All dental offices have
properly functioning amalgam separators and properly dispose of the contents.
- The City plans to distribute educational information regarding sources of household
mercury and appropriate use/disposal practices on the website.

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Whiteville WRF-NC0021920 N Facility Location (Not to scale)
City of Whiteville-Columbus County
Receiving Stream: White Marsh Swamp Stream Class: C,Sw
Drainage Basin: Lumber River Basin Sub-Basin: 03-07-58 X
Permitted Flow: 3.0 MGD HUC: 03040206
State Grid/USGS Quad: J24SW/Whiteville,N.C. Latitude 34°19'44"N Longitude 78°40'41"W
Page 11of11

Three Year Data Summary - Whiteville NPDES NC0021920
Reduced Monitoring Request
2018 BOD Ave BOD Max TSS Ave TSS Max FC Ave FC Max NH3 Ave NH3 Max
January 0.23 2.1 3.3 5.4 1.3 4 0 0
February I 0.81 2.2 5.3 10.7 1.8 5 0 0
March 2.6 0 5.7 8.4 2.3 32 0 0
April 0.6 3.1 4.1 8.3 2.9 50 0 0
May 2.1 3.5 7.8 12.5 2.1 7 0 0
June 2.2 2.8 9.8 13.6 11.2 33 0 0
July 2.3 4.6 6.9 13.4 4.7 16 0.4 1.2
August 1.7 3.5 5.2 10.3 15.4 69 0 0
September 1.15 2.8 10.1 35.4 15.3 200 0 0
October 0.76 2.8 4.6 7.7 16.4 60 0 0
November 1 6.5 3.9 16.6 22.8 300 0 0
December 0.67 3.3 6.2 9.2 10.5 37 0.59 2.39
2017 BOD Ave BOD Max TSS Ave TSS Max FC Ave FC Max NH3 Ave NH3 Max
January 1.52 6.4 5.6 36.4 1.69 21 0 0
February 1.79 3.3 1.17 4 1.3 3 0 0
March 0.69 2.9 0.43 4.5 1 2 0 0
April 1.77 4.2 1.44 11.4 1.25 6 0 0
May 1.7 2.8 0 0 2.3 12 0 0
June 14 3.2 0 0 3.4 54 0 0
July 0.87 2.6 0.36 2.9 8.4 26 0 0
August 0.56 2.9 0.71 7.1 23.1 200 0 0
September 1 2.1 2.8 13.8 13.9 870 0 0
October 0.23 2.1 0.82 4.7 4 16 0 0
November 0.62 2.8 4.8 12.5 9.4 34 0 0
December 0.33 2.7 3.12 5.3 2.1 4 0 0
2016 BOD Ave BOD Max TSS Ave TSS Max FC Ave FC Max NH3 Ave NH3 Max
January 3 4.3 9.6 17.6 5.5 18 0 0
February 3.8 9.6 13.1 29 8.3 300 0 0
March 2.5 5.8 4.89 21.7 2.4 490 0 0
April 1.5 5.7 1.1 6.8 1.8 10 0 0
May 0.87 3 0.78 4.1 1.55 8 0 0
June 1.67 4.4 0.75 11.3 2.4 29 0 0
July 1.16 3 0 0 1.8 11 0.07 1.41
August 1.1 4 0 0 3.1 22 0.05 1.33
September 0.31 2.4 0.27 3.1 2.5 45 0 0
October 1.1 4.3 2.9 11.8 2 13 0 0
November 0.13 2.5 0.77 7.4 1.12 5 0 0
December 1.1 5.5 5.45 31.9 2.87 31 0 0
3-Year Arithmetic Average 1.7 3.7 0.0
Maximum Daily Result 9.6 36.4 870 2.39
3-Year Geometric Mean 5.9
Permit Limit(most restrictive) 5.0 30.0 200 1.8
of Limit 34% 12% 3% 0%

Annual Monitoring and Pollutant Scan
Permit No. NC0021920 Month March
Outfall 001 Year 2017
Facility Name Whiteville Wastewater Reclamation Facility ORC Newlyn McCullen
Date of sampling March 30, 2017 Phone [phone]
Analytical Laboratory Environment 1, Inc.
Parameter Sample Analytical Quantitation Sample Units of
Parameter Code Type Method Level Result Measurement
Ammonia (as N) C0610 Composite
Chlorine (total residual, TRC) 50060 Grab
Dissolved Oxygen 00300 Grab
Nitrite plus Nitrate Total(as N) 00630 Composite
Total Kjeldahl Nitrogen 00625 Composite
Oil and Grease 00556 Grab
Total Phosphorus C0665 Composite
Total Dissolved Solids 70295 Composite SM2540C 318 mg/L
Hardness 00900 Composite SM2340C 100 mg/L
Metals (total recoverable), cyanide and total phenols
Antimony 01097 Composite j EPA200.8 L <3.0 ug/L
Arsenic 01002 Composite SM3113B <5.0 ug/L
Beryllium 01012 Composite EPA200.7 <1.0 ug/L
Cadmium 01027 Composite SM3113B <1.0 ug/L
Chromium 01034 Composite EPA200.7 <5.0 ug/L
Copper 01042 Composite EPA200.7 <10 ug/L
Lead 01051 Composite SM3113B <5.0 ug/L
Mercury (Method 1631E) COMER Composite EPA245.1 <0.2 ug/L
Nickel 01067 Composite EAP200.7 <10 ug/L
Selenium 01147 Composite SM3113B <10 ug/L
Silver 01077 Composite EPA200.7 <5.0 ug/L
Thallium 01059 Composite EPA200.8 <1.0 ug/L
Zinc 01092 Composite SM3111B 28 ug/L
Cyanide 00720 Grab SM4500CNE <0.005 mg/L
Total phenolic compounds 32730 Grab EPA420.1 <5.0 ug/L
Volatile organic compounds
Acrolein 34210 Grab EPA624 <100 ug/L
Acrylonitrile 34215 Grab EPA624 <50 ug/L
Benzene 34030 Grab EPA624 <5.0 ug/L
Bromoform 32104 Grab EPA624 <5.0 ug/L
Carbon Tetrachloride 32102 Grab EPA624 <5.0 ug/L
Chlorobenzene 34301 Grab EPA624 <5.0 ug/L
Chlorodibromomethane 34306 Grab EPA624 <5.0 ug/L
Chloroethane 85811 Grab EPA624 <10 ug/L
2-chloroethyl vinyl ether 34576 Grab EPA624 <10 ug/L
Chloroform 32106 Grab EPA624 14.20 ug/L
Dichlorobromomethane 32101 Grab EPA624 5.7 ug/L
1,1-dichloroethane 34496 Grab EPA624 <5.0 ug/L
1,2-dichloroethane 32103 Grab EPA624 <5.0 ug/L
Trans-1,2-dichloroethylene 34546 Grab EPA624 <5.0 ug/L
Form - DMR- PPA-1 Page 1

' Annual Monitoring and Pollutant Scan
Permit No. NC0021920 Month March
Outfall 001 Year 2017
Parameter Sample Analytical Quantitation Sample Units of
Parameter Code Type Method Level Result Measurement
1,1-dichloroethylene 34501 Grab EPA624 <5.0 ug/L
1,2-dichloropropane 34541 Grab EPA624 <5.0 ug/L
1,3-dichloropropylene 77163 Grab EPA624 <5.0 ug/L
Ethylbenzene 34371 Grab EPA624 <5.0 ug/L
Methyl Bromide 34413 Grab EPA624 <10 ug/L
Methyl Chloride 34418 Grab EPA624 <10 ug/L
Methylene Chloride 34423 Grab EPA624 <10 ug/L
1,1,2,2-tetrachloroethane 81549 Grab EPA624 <5.0 ug/L
Tetrachloroethylene 34475 Grab EPA624 <5.0 ug/L
Toluene 34010 Grab EPA624 <5.0 ug/L
1,1,1-trichloroethane 34506 Grab EPA624 <5.0 ug/L
1,1,2-trichloroethane 34511 Grab EPA624 <5.0 ug/L
Trichloroethylene 39180 Grab EPA624 <5.0 ug/L
Vinyl Chloride 39175 Grab EPA624 <10 ug/L
Acid-extractable compounds
P-chloro-m-creso 34452 Grab ug/L
2-chlorophenol 34586 Grab EPA625 <10 ug/L
2,4-dichlorophenol 34601 Grab EPA625 <10 ug/L
2,4-dimethylphenol 34606 Grab EPA625 <10 ug/L
4,6-dinitro-o-cresol 34657 Grab EPA625 ug/L
2,4-dinitrophenol 34616 Grab EPA625 <50 ug/L
2-nitrophenol 34591 Grab EPA625 <10 ug/L
4-nitrophenol 34646 Grab EPA625 <50 ug/L
Pentachlorophenol 39032 Grab EPA625 <50 ug/L
Phenol 34694 Grab EPA625 <10 ug/L
2,4,6-trichlorophenol 34621 Grab EPA625 <10 ug/L
Base-neutral compounds
Acenaphthene 34205 Grab EPA625 <10 ug/L
Acenaphthylene 34200 Grab EPA625 <10 ug/L
Anthracene CO220 Grab EPA625 <10 ug/L
Benzidine 39120 Grab EPA625 <100 ug/L
Benzo(a)anthracene 34526 Grab EPA625 <10 ug/L
Benzo(a)pyrene 34247 Grab EPA625 <10 ug/L
3,4 benzofluoranthene 34230 Grab EPA625 <10 ug/L
Benzo(ghi)perylene 34521 Grab EPA625 <10 ug/L
Benzo(k)fluoranthene 34242 Grab EPA625 <10 ug/L
Bis (2-chloroethoxy) methane 34278 Grab EPA625 <10 ug/L
Bis (2-chloroethyl) ether 34273 Grab EPA625 <10 ug/L
Bis (2-chloroisopropyl) ether 34283 Grab EPA625 <10 ug/L
Bis (2-ethylhexyl) phthalate 39100 Grab EPA625 <20 ug/L
4-bromophenyl phenyl ether 34636 Grab EPA625 <10 ug/L
Butyl benzyl phthalate 34292 Grab EPA625 <10 ug/L
2-chloronaphthalene 34581 Grab EPA625 <10 ug/L
4-chlorophenyl phenyl ether 34641 Grab EPA625 <10 ug/L
Chrysene 34320 Grab EPA625 <10 ug/L
Form - DMR- PPA-1 Page 2

Annual Monitoring and Pollutant Scan
Permit No. NC0021920 Month March
Outfall 001 Year 2017
Parameter Sample Analytical Quantitation Sample Units of
Parameter Code Type Method Level Result Measurement
Di-n-butyl phthalate 39110 Grab EPA625 <10 ug/L
Di-n-octyl phthalate 34596 Grab EPA625 <10 ug/L
Dibenzo(a,h)anthracene 34556 Grab EPA625 <10 ug/L
1,2-dichlorobenzene 34536 Grab EPA625 <10 ug/L
1,3-dichlorobenzene 34566 Grab EPA625 <10 ug/L
1,4-dichlorobenzene 34571 Grab EPA625 <10 ug/L
3,3-dichlorobenzidine 34631 Grab EPA625 <10 ug/L
Diethyl phthalate 34336 Grab EPA625 <10 ug/L
Dimethyl phthalate 34341 Grab EPA625 <10 ug/L
2,4-dinitrotoluene 34611 Grab EPA625 <10 ug/L
2,6-dinitrotoluene CO626 Grab EPA625 <10 ug/L
1,2-diphenylhydrazine 34346 Grab EPA625 <10 ug/L
Fluoranthene CO376 Grab EPA625 <10 ug/L
Fluorene 34381 Grab EPA625 <10 ug/L
Hexachlorobenzene CO700 Grab EPA625 <10 ug/L
Hexachlorobutadiene 39702 Grab EPA625 <10 ug/L
Hexachlorocyclo-pentadiene 34386 Grab EPA625 <10 ug/L
Hexachloroethane 34396 Grab EPA625 <10 ug/L
Indeno(1,2,3-cd)pyrene 34403 Grab EPA625 <10 ug/L
Isophorone 34408 Grab EPA625 <10 ug/L
Naphthalene 34696 Grab EPA625 <10 ug/L
Nitrobenzene 34447 Grab EPA625 <10 ug/L
N-nitrosodi-n-propylamine 34428 Grab EPA625 <10 ug/L
N-nitrosodimethylamine 34438 Grab EPA625 <10 ug/L
N-nitrosodiphenylamine 34433 Grab EPA625 <10 ug/L
Phenanthrene 34461 Grab EPA625 <10 ug/L
Pyrene 34469 Grab EPA625 <10 ug/L
1,2,4,-trichlorobenzene 34551 Grab EPA625 <10 ug/L
"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 managed the system,or those persons directly responsible for gathering the information,the
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."
Authorized Representative name
Signature
Se /t�
Da
Form - DMR- PPA-1 Page 3

EEWfiVEROUTR ip ElrincrpourR@
„.
Nasteirater ZD: 10
P.O. BOX 7085, 114 OAKMONT DRIVEPHONE [phone]
GREENVILLE, N.C. 27835-7085 FAX [phone]
ID#: 856
CITY OF WHITEVILLE (PPA SCAN)
MR. NEWLYN MCCULLEN
P.O. BOX 607 DATE COLLECTED: 03/30/17
WHITEVILLE ,NC 28472 DATE REPORTED : 05/01/17
REVIEWED BY:
Effluent Analysis Method
PARAMETERS Date Analyst Code
Phenol, ugh! <5 04/10/17 SEJ 420.1-78
Total Cyanide, mg/I <0.005 03/31/17 SEJ 4500CNE-99
Total Hardness, mg/I 100 04/03/17 KDS 2340C-97
Total Dissolved Residue, mg/I 318 04/04/17 SDB 2540C-97
Antimony, ug/I <3.0 04/25/17 LFJ EPA200.8
Arsenic, ug/I <5.0 04/12/17 MTM 3113B-04
Beryllium, ug/l <1.0 04/10/17 LFJ EPA200.7
Cadmium, ugh! <1.0 04/13/17 MTM 3113B-04
Total Chromium, ugh' <5.0 04/10/17 CR EPA200.7
Copper, ug/l <10 04/10/17 LFJ EPA200.7
Lead, ug/1 <5.0 04/06/17 JMN 3113B-04
Mercury, ug/l <0.2 04/11/17 JMN 245.1 R3-94
Nickel, ug/I <10 04/10/17 LFJ EPA200.7
Selenium, ug/l <10 04/07/17 MTM 3113B-04
Silver, ug/1 <5.0 04/10/17 LFJ EPA200.7
Thallium, ug/l <1.0 04/25/17 LFJ EPA200.8
Zinc, ug/l 28 04/10/17 LFJ EPA200.7

EEWIll©REgMIR _G liaggrP(313ERgOr
Drinking Water ID: 37715
f4 �. Wastewater ID: 10
P.O. BOX 7085, 114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27835-7085 FAX [phone]
CLIENT: CITY OF WHITEVILLE (PPA SCAN) CLIENT ID: 856
MR. NEWLYN MCCULLEN
P.O. BOX 607 ANALYST: MAO
WHITEVILLE, NC 28472 DATE COLLECTED: 03/30/17
DATE ANALYZED: 04/07/17
DATE REPORTED: 05/01/17
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 624
Effluent
PARAMETERS, ugh!
1. Chloromethane <10.00
2. Vinyl Chloride <10.00
3. Bromomethane <10.00
4. Chloroethane <10.00
5. Trichlorofluoromethane <5.00
6. 1,1-Dichloroethane <5.00
7. Methylene Chloride <10.00
8. trans-1,2-Dichloroethene <5.00
9. 1,1-Dichloroethene <5.00
10. Chloroform 14.20
11. 1,1,1-Trichloroethane <5.00
12. Carbon Tetrachloride <5.00
13. Benzene <5.00
14. 1,2-Dichloroethane <5.00
15. Trichloroethene <5.00
16. 1,2-Dichloropropane <5.00
17. Bromodichloromethane 5.70
18. 2-Chloroethylvinyl Ether <5.00
19. cis-1,3-Dichloropropene <5.00
20. Toluene <5.00
21. trans-1,3-Dichloropropene <5.00
22. 1,1,2-Trichloroethane <5.00
23. Tetrachloroethene <5.00
24. Dibromochloromethane <5.00
25. Chlorobenzene <5.00
26. Ethylbenzene <5.00
27. Bromoform <5.00
28. 1,1,2,2-Tetrachloroethane <5.00
29. 1,3-Dichlorobenzene <5.00
30. 1,4-Dichlorobenzene <5.00
31. 1,2-Dichlorobenzene <5.00
32. Acrolein <100.00
33. Acrylonitrile <50.00

•
kfl-ooEogfir liEcupolimUcur,
'',0$00Z Wastewater ID: 10
PO. BOX 7085, 114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27835-7085 FAX [phone]
CLIENT: CITY OF WHITEVILLE (PPA SCAN) CLIENT ID: 856
MR. NEWLYN MCCULLEN
P.O. BOX 607 ANALYST: JAP
WHITEVILLE, NC 28472 DATE COLLECTED: 03/30/17 Page: 1
DATE EXTRACTED: 04/06/17
DATE ANALYZED: 04/06/17
REVIEWED BY: DATE REPORTED: 05/01/17
SEMIVOLATILE ORGANICS
EPA METHOD 625
Effluent
PARAMETERS, ugh!
1. N-Nitrosodimethylamine <10.00
2. Phenol <10.00
3. Bis(2-Chloroethyl) Ether <10.00
4. 2-Chlorophenol <10.00
5. 1,3-Dichlorobenzene <10.00
6. 1,4-Dichlorobenzene <10.00
7. 1,2-Dichlorobenzene <10.00
8. Bis(2-Chloro-l-methylethyl) Ether <10.00
9. Hexachloroethane <10.00
10. N-Nitrosodi-N-Propylamine <10.00
11. Nitrobenzene <10.00
12. Isophorone <10.00
13. 2-Nitrophenol <10.00
14. 2,4-Dimethylphenol <10.00
15. Bis(2-Chloroethoxy) Methane <10.00
16. 2,4-Dichlorophenol <10.00
17. 1,2,4-Trichlorobenzene <10.00
18. Naphthalene <10.00
19. Hexachlorobutadiene <10.00
20. 4-Chloro-3-Methylphenol <20.00
21. Hexachlorocyclopentadiene <10.00
22. 2,4,6-Trichlorophenol <10.00
23. 2-Chloronaphthalene <10.00
24. Acenaphthylene <10.00
25. Dimethylphthalate <10.00
26. 2,6-Dinitrotoulene <10.00
27. Acenaphthene <10.00
28. 2,4-Dinitrophenol <50.00
29. 4-Nitrophenol <50.00
30. 2,4-Dinitrotoluene <10.00
31. Fluorene <10.00
32. Diethylphthalate <10.00
33. 4-Chlorophenyl Phenyl Ether <10.00
34. 4,6-Dinitro-2-Methylphenol <50.00
35. N-Nitrosodiphenylamine <10.00
36. 4-Bromophenyl Phenyl Ether <10.00
37. Hexachlorobenzene <10.00
38. Pentachlorophenol <50.00
39. Phenanthrene <10.00
40. Anthracene <10.00
41. Di-N-Butylphthalate <10.00
42. Fluoranthene <10.00
43. Benzidine <100.00
44. Pyrene <10.00
45. Butylbenzylphthlate <10.00
46. Benzo[a]anthracene <10.00
47. 3,3-Dichlorobenzadine <10.00
48. Chrysene <10.00

Eawa'TOEM@E `p douccgp©T@Ud
Drinking Water ID, 37715
Wastewater ID: 10
P.O. BOX 7085, 114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27835-7085 FAX [phone]
CLIENT: CITY OF WHITEVILLE (PPA SCAN) CLIENT ID: 856
MR. NEWLYN MCCULLEN
P.O. BOX 607 ANALYST: JAP
WHITEVILLE, NC 28472 DATE COLLECTED: 03/30/17 Page: 2
DATE EXTRACTED: 04/06/17
DATE ANALYZED: 04/06/17
REVIEWED BY: DATE REPORTED: 05/01/17
SEMIVOLATILE ORGANICS
EPA METHOD 625
Effluent
PARAMETERS, ughl
49. Bis(2-Ethylhexyl)phthalate <20.00
50. Di-N-Octylphthalate <10.00
51. Benzo[b]fluoranthene <10.00
52. Benzo[k]fluoranthene <10.00
53. Benzo[a]pyrene <10.00
54. Indeno(1,2,3-C,d)pyrene <10.00
55. Dibenzo[a,h]anthracene <10.00
56. Benzo[g,h,i]perylene <10.00
57. 1,2-Diphenylhydrazine <10.00

Environment 1,Inc. CHAIN OF CUSTODY RECORD
P.O,BQY . 5, 114 Oakmont Dr. Page___i__of__i_
Greenville,NC 27858
environment 1 inc.com DISINFECTION J CHLORINENEUTRALIZEDATCOLLECTION
Phone[phone]•Fax[phone] 1�
CHLORINE -
CLIENT: 856 Week: 18 l 7 pH CHECK(LAB)
CITY OF WHITEVILLE(PPA SCAN) ❑ NONE GPPPPGGG G G G CONTAINER TYPE,P/G
MR. NEWLYN MCCULLEN -
P.O. BOX 607 CHEMICAL PRESERVATION
WHITEVILLE NC 28472 C D C A A A A A E E E
m o A-NONE D-NAOH
u 0 o co w
[phone] z �;z cc ° i Q y B HNO3 E HCL
0 o � o z a cc
° ¢ w g u u u u _ C-H2SO4 F-ZINC ACETATE/NAOH
z ^ N N w
COLLECTION _, Q w a a n - a
Q 0 CL o U- °a = .5 "g 5 A 'O A O Q G-NATHIOSULFATE
SAMPLE LOCATION DATE TIME o `�' Q ' ° A v a "' a a a.
o. c.� . H ti o 71 w o a.
<
3/3 1 D5 l v :. ":; CLASSIFICATION:
Effluents � /cy l' �.,�?` ....... ,., mi � .'�.. ..._
L am" 41 .ow-X. I G XJ WASTEWATER(NPDES)
- ❑ DRINKING WATER
DWQ/GW
jSOLID WASTE SECTION
CHAIN OF CUSTODY(SEAL) MAINTAINED
DURING SHI MENT/DELIVERY
Y N
SAMPLES COLLECTED BY:
(Please Print)
/i`'
SAMPLES RECEIVED IN LAB AT 6.7 °C
RELINQUIS D Y(SIG.)( PLER) DATE/TIME RECEIVED B .) DiATEiTIME COMMENTS:
RELINQUIS D BY(SIG.) DATE/TIME RECEIVED BY(SIG.) 4ATElrIME
I
RELINQUISHED BY(SIG.) DATE/TIME RECEIVED BY(SIG.) DATE/TIME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a"C"for composite sample or a"G"for N 3 3 0 0 1 8
FORM#5 Grab sample in the blocks above for each parameter reauested.

Permit No. NC0021920 Annual Monitoring and Pollutant Scan Month January
Outfall 001 Year 2018
Facility Name Whiteville Wastewater Reclamation Facility ORC Newlyn McCullen
Date of sampling January 23, 2018 Phone [phone]
Analytical Laboratory Environment 1, Inc.
Parameter Sample Analytical Quantitation Sample Units of
Parameter Code Type Method Level Result Measurement
Ammonia (as N) C0610 Composite
Chlorine (total residual, TRC) 50060 Grab
Dissolved Oxygen 00300 Grab
Nitrite plus Nitrate Total (as N) 00630 Composite
Total Kjeldahl Nitrogen 00625 Composite
Oil and Grease 00556 Grab
Total Phosphorus C0665 Composite
Total Dissolved Solids 70295 Composite SM2540C 300 mg/L
Hardness 00900 Composite SM2340C 103 mg/L
Metals (total recoverable), cyanide and total phenols
Antimony 01097 Composite EPA200.8 <3.0 ug/L
Arsenic 01002 Composite SM3113B <5.0 ug/L
Beryllium 01012 Composite EPA200.7 <1.0 ug/L
Cadmium 01027 Composite SM3113B <1.0 ug/L
Chromium 01034 Composite EPA200.7 <5.0 ug/L
Copper 01042 Composite EPA200.7 ~� <10 ug/L
Lead 01051 Composite SM3113B <5.0 ug/L
Mercury(Method 1631E) COMER Composite EPA245.1 <0.2 ug/L
Nickel 01067 Composite EAP200.7 <10 ug/L
Selenium 01147 Composite SM3113B <10 ug/L
Silver 01077 Composite EPA200.7 <5.0 ug/L
Thallium 01059 Composite EPA200.8 <1.0 ug/L
Zinc 01092 Composite SM3111B 30 ug/L
Cyanide 00720 Grab SM4500CNE <0.005 mg/L
—
Total phenolic compounds 32730 Grab EPA420.1 <5.0 ug/L
Volatile organic compounds
Acrolein 34210 Grab EPA624 <100 ug/L
Acrylonitrile 34215 Grab EPA624 <50 ug/L
Benzene 34030 Grab EPA624 <5.0 ug/L
Bromoform 32104 Grab EPA624 <5.0 ug/L
Carbon Tetrachloride 32102 Grab EPA624 <5.0 ug/L
Chlorobenzene 34301 Grab EPA624 <5.0 ug/L
• ___ _ `
Chlorodibromomethane 34306 Grab EPA624 <5.0 ug/L
Chloroethane 85811 Grab EPA624 <10 ug/L
2-chloroethyl vinyl ether 34576 Grab EPA624 <10 ug/L
Chloroform 32106 Grab EPA624 8.10 ug/L
Dichlorobromomethane 32101 Grab EPA624 6.7 ug/L
1,1-dichloroethane 34496 Grab EPA624 <5.0 ug/L
1,2-dichloroethane 32103 Grab EPA624 <5.0 ug/L
Trans-1,2-dichloroethylene 34546 Grab EPA624 <5.0 ug/L
Form - DMR- PPA-1 Page 1

Permit No. NC0021920 Annual Monitoring and Pollutant Scan Month January
Outfall 001 Year 2018
Parameter' Sample Analytical Quantitation Sample Units of
Parameter Code Type Method Level Result Measurement
1,1-dichloroethylene 34501 Grab EPA624 <5.0 ug/L
1,2-dichloropropane 34541 Grab EPA624 <5.0 ug/L
1,3-dichloropropylene 77163 Grab EPA624 <5.0 ug/L
Ethylbenzene 34371 Grab EPA624 <5.0 ug/L
Methyl Bromide 34413 Grab EPA624 <10 ug/L
Methyl Chloride 34418 Grab EPA624 <10 ug/L
Methylene Chloride 34423 Grab EPA624 <10 ug/L
1,1,2,2-tetrachloroethane 81549 Grab EPA624 <5.0 ug/L
Tetrachloroethylene 34475 Grab EPA624 <5.0 ug/L
Toluene 34010 Grab EPA624 <5.0 ug/L
1,1,1-trichloroethane 34506 Grab EPA624 <5.0 ug/L
1,1,2-trichloroethane 34511 Grab EPA624 <5.0 ug/L
Trichloroethylene 39180 Grab EPA624 <5.0 ug/L
Vinyl Chloride 39175 Grab EPA624 <10 ug/L
Acid-extractable compounds
P-chloro-m-creso 34452 Grab ug/L
2-chlorophenol 34586 Grab EPA625 <10 ug/L
2,4-dichlorophenol 34601 Grab EPA625 <10 ug/L
2,4-dimethylphenol 34606 Grab EPA625 <10 ug/L 1
4,6-dinitro-o-cresol 34657 Grab EPA625 ug/L
2,4-dinitrophenol 34616 Grab EPA625 <50 ug/L
2-nitrophenol 34591 Grab EPA625 <10 ug/L
4-nitrophenol 34646 Grab EPA625 <50 ug/L
Pentachlorophenol 39032 Grab EPA625 <50 ug/L
-------._.___-_.__--
Phenol 34694 Grab EPA625 <10 ug/L
2,4,6-trichlorophenol 34621 Grab EPA625 <10 ug/L
Base-neutral compounds
Acenaphthene 34205 Grab EPA625 <10 ug/L
Acenaphthylene 34200 Grab EPA625 <10 ug/L
Anthracene CO220 Grab EPA625 <10 ug/L
Benzidine 39120 Grab EPA625 <100 ug/L
_ --
Benzo(a)anthracene 34526 Grab EPA625 <10 ug/L
Benzo(a)pyrene 34247 Grab EPA625 — i <10 ug/L
3,4 benzofluoranthene 34230 Grab EPA625 <10 ug/L
Benzo(ghi)perylene 34521 Grab EPA625 <10 ug/L
Benzo(k)fluoranthene 34242 Grab EPA625 <10 ug/L
Bis (2-chloroethoxy) methane 34278 Grab EPA625 <10 ug/L
Bis (2-chloroethyl) ether 34273 Grab EPA625 <10 ug/L
Bis (2-chloroisopropyl) ether 34283 Grab EPA625 <10 ug/L
Bis (2-ethylhexyl) phthalate 39100 Grab EPA625 <20 ug/L
4-bromophenyl phenyl ether 34636 Grab EPA625 <10 ug/L
Butyl benzyl phthalate 34292 Grab EPA625 <10 ug/L
__ A 2-chloronaphthalene 34581 Grab EPA625 v _ <10 ug/L
4-chlorophenyl phenyl ether 34641 Grab EPA625 <10 ug/L
Chrysene 34320 Grab EPA625 <10 ug/L
Form - DMR- PPA-1 Page 2

Permit No. NC0021920Month January
Annual Monitoringand Pollutant Scan ary
Outfall 001 Year 2018
Parameter Sample Analytical Quantitation Sample Units of
Parameter Code Type Method Level Result Measurement
Di-n-butyl phthalate 39110 Grab EPA625 <10 ug/L
Di-n-octyl phthalate 34596 Grab EPA625 <10 ug/L
Dibenzo(a,h)anthracene 34556 Grab EPA625 <10 ug/L
1,2-dichlorobenzene 34536 Grab EPA625 <10 ug/L
1,3-dichlorobenzene 34566 Grab EPA625 <10 ug/L
1,4-dichlorobenzene 34571 Grab EPA625 <10 ug/L
3,3-dichlorobenzidine 34631 Grab EPA625 <10 ug/L
Diethyl phthalate 34336 Grab EPA625 <10 ug/L
Dimethyl phthalate 34341 Grab EPA625 <10 ug/L
2,4-dinitrotoluene 34611 Grab EPA625 <10 ug/L
2,6-dinitrotoluene CO626 Grab EPA625 <10 ug/L
1,2-diphenylhydrazine 34346 Grab EPA625 <10 ug/L
Fluoranthene CO376 Grab EPA625 <10 ug/L
Fluorene 34381 Grab EPA625 <10 ug/L
Hexachlorobenzene CO700 Grab EPA625 <10 ug/L
Hexachlorobutadiene 39702 Grab EPA625 <10 ug/L
Hexachlorocyclo-pentadiene 34386 Grab EPA625 <10 ug/L
Hexachloroethane 34396 Grab EPA625 <10 ug/L
Indeno(1,2,3-cd)pyrene 34403 Grab EPA625 <10 ug/L
Isophorone 34408 Grab EPA625 <10 ug/L
Naphthalene 34696 Grab EPA625 <10 ug/L
_ —
Nitrobenzene 34447 Grab EPA625 <10 ug/L
~—N-nitrosodi-n-propylamine 34428 Grab EPA625 <10 ug/L
N-nitrosodimethylamine 34438 Grab EPA625 <10 ug/L
N-nitrosodiphenylamine 34433 Grab EPA625 <10 ug/L
Phenanthrene 34461 Grab EPA625 <10 ug/L
Pyrene 34469 Grab EPA625 <10 ug/L
1,2,4,-trichlorobenzene 34551 Grab EPA625 <10 ug/L
"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 managed the system,or those persons directly responsible for gathering the information,the
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."
Authorized Representative name
ikkij' C ri\C-C-A'k----
Signatur
3i 3 ((6
Date
Form - DMR- PPA-1 Page 3

•
Emkonozn `7 zJ co UJOg d�t Drinking Water ID. 37715
r a ewaetr ID- 10 -
PO. BOX 7085, 114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27835-7085 FAX [phone]
ID#: 856
CITY OF WHITEVILLE (PPA SCAN)
MR. NEWLYN MCCULLEN
P.O. BOX 607 DATE COLLECTED: 01/23/18
WHITEVILLE ,NC 28472 DATE REPORTED : 02/20/18
REVIEWED BY:
Effluent Analysis Method
PARAMETERS Date Analyst Code
Phenol, ug/I <5 02/11/18 SEJ 420.1-78
Total Cyanide, mg/I <0.005 01/30/18 SEJ 4500CNE-11
Total Hardness, mg/I 103 01/29/18 JTH 2340C-11
Total Dissolved Residue, mg/I 300 01/30/18 AKS 2540C-11
Antimony, ugh <3.0 02/07/18 MTM EPA200.8
Arsenic, ug/I <5.0 02/01/18 MTM 3113B-04
Beryllium, ug/l <1.0 01/26/18 LFJ EPA200.7
Cadmium, ug/l <1.0 01/31/18 MTM 3113B-04
Total Chromium, ug/I <5.0 01/26/18 LFJ EPA200.7
Copper, ug/1 <10 01/26/18 LFJ EPA200.7
Lead, ugh' <5.0 01/30/18 MTM 3113B-04
Nickel, ug/l <10 01/26/18 LFJ EPA200.7
Selenium, ug/l <10 01/29/18 MTM 3113B-04
Silver, ug/l <5.0 01/26/18 LFJ EPA200.7
Thallium, ug/l <1.0 02/07/18 MTM EPA200.8
Zinc, ug/l 30 01/26/18 LFJ EPA200.7

lEwoRimaraM nc0np( 'Rgd Drinking Water ID: 37715
A?'ts 7;.rJ'y 'e%rf,�1's`+ '"':tryJS'i t^�,:e ," J. '�,e '.,i a �7,,�m as a�"`r'� d r'" a+s c :x �dti: a •. +1 ,�#'" N" ,i {r
x rt` .:^t X _ ..+ r: M vt g r4`. 1d " �p
PO. BOX 7085, 114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27835-7085 FAX [phone]
CLIENT: CITY OF WHITEVILLE (PPA SCAN) CLIENT ID: 856
MR. NEWLYN MCCULLEN
P.O. BOX 607 ANALYST: JAP
WHITEVILLE, NC 28472 DATE COLLECTED: 01/23/18
DATE ANALYZED: 01/25/18
/ DATE REPORTED: 02/20/18
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 624
Effluent
PARAMETERS, ughl
1. Chloromethane <10.00
2. Vinyl Chloride <10.00
3. Bromomethane <10.00
4. Chloroethane <10.00
5. Trichlorofluoromethane <5.00
6. 1,1-Dichloroethane <5.00
7. Methylene Chloride <10.00
8. trans-1,2-Dichloroethene <5.00
9. 1,1-Dichloroethene <5.00
10. Chloroform 8.10
11. 1,1,1-Trichloroethane <5.00
12. Carbon Tetrachloride <5.00
13. Benzene <5.00
14. 1,2-Dichloroethane <5.00
15. Trichloroethene <5.00
16. 1,2-Dichloropropane <5.00
17. Bromodichloromethane 6.70
18. 2-Chloroethylvinyl Ether <5.00
19. cis-1,3-Dichloropropene <5.00
20. Toluene <5.00
21. trans-1,3-Dichloropropene <5.00
22. 1,1,2-Trichloroethane <5.00
23. Tetrachloroethene <5.00
24. Dibromochloromethane <5.00
25. Chlorobenzene <5.00
26. Ethylbenzene <5.00
27. Bromoform <5.00
28. 1,1,2,2-Tetrachloroethane <5.00
29. 1,3-Dichlorobenzene <5.00
30. 1,4-Dichlorobenzene <5.00
31. 1,2-Dichlorobenzene <5.00
32. Acrolein <100.00
33. Acrylonitrile <50.00

('�''�/� (�
11.W11{11@nEgin Cg _LJL C@ U @ITI INd Drinking Water ID: 37715
, gyp 'rs' mfj »^ 14, *;10.` ,, `4) dye%
P.O BOX 7085. 114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27835-7085 FAX [phone]
CLIENT: CITY OF WHITEVILLE (PPA SCAN) CLIENT ID: 856
MR. NEWLYN MCCULLEN
P.O. BOX 607 ANALYST: JAP
WHITEVILLE, NC 28472 DATE COLLECTED: 01/23/18 Page: 1
DATE EXTRACTED: 01/26/18
DATE ANALYZED: 02/01/18
REVIEWED BY: //' DATE REPORTED: 02/20/18
7- SEMIVOLATILE ORGANICS
EPA METHOD 625
Effluent
PARAMETERS, ugh!
1. N-Nitrosodimethylamine <10.00
2. Phenol <10.00
3. Bis(2-Chloroethyl) Ether <10.00
4. 2-Chlorophenol <10.00
5. 1,3-Dichlorobenzene <10.00
6. 1,4-Dichlorobenzene <10.00
7. 1,2-Dichlorobenzene <10.00
8. Bis(2-Chloro-l-methylethyl) Ether <10.00
9. Hexachloroethane <10.00
10. N-Nitroso-Di-N-Propylamine <10.00
11. Nitrobenzene <10.00
12. Isophorone <10.00
13. 2-Nitrophenol <10.00
14. 2,4-Dimethylphenol <10.00
15. Bis(2-Chloroethoxy) Methane <10.00
16. 2,4-Dichlorophenol <10.00
17. 1,2,4-Trichlorobenzene <10.00
18. Naphthalene <10.00
19. Hexachlorobutadiene <10.00
20. 4-Chloro-3-Methylphenol <20.00
21. Hexachlorocyclopentadiene <10.00
22. 2,4,6-Trichlorophenol <10.00
23. 2-Chloronaphthalene <10.00
24. Acenaphthylene <10.00
25. Dimethylphthalate <10.00
26. 2,6-Dinitrotoluene <10.00
27. Acenaphthene <10.00
28. 2,4-Dinitrophenol <50.00
29. 4-Nitrophenol <50.00
30. 2,4-Dinitrotohiene <10.00
31. Fluorene <10.00
32. Diethylphthalate <10.00
33. 4-Chlorophenyl Phenyl Ether <10.00
34. 4,6-Dinitro-2-Methylphenol <50.00
35. N-Nitrosodiphenylamine <10.00
36. 4-Bromophenyl Phenyl Ether <10.00
37. Hexachlorobenzene <10.00
38. Pentachlorophenol <50.00
39. Phenanthrene <10.00
40. Anthracene <10.00
41. Di-N-Butylphthalate <10.00
42. Fluoranthene <10.00
43. Benzidine <100.00
44. Pyrene <10.00
45. Bntylbenzylphthlate <10.00
46. Benzo[a]anthracene <10.00
47. 3,3-Dichlorobenzidine <10.00
48. Chrysene <10.00

,SEd11Q©[ EgE Gg l][id©C)TP©rreTRg@r Drinking Water ID: 37715
�+. 'W v$' m4w' Nf 4tr, ,< y :t :4- ^x a.} `"t,. �.+ur `w`F r r v 01k4,-,*" .+" • h� ..�,.
1
s' s. a M.\t T("� a�� �, * ,erg e: a ,AV P.O. BOX 7085, 114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27835-7085 FAX [phone]
CLIENT: CITY OF WHITEVILLE (PPA SCAN) CLIENT ID: 856
MR. NEWLYN MCCULLEN
P.O. BOX 607 ANALYST: JAP
WHITEVILLE, NC 28472 DATE COLLECTED: 01/23/18 Page: 2
DATE EXTRACTED: 01/26/18
DATE ANALYZED: 02/01/18
REVIEWED BY: DATE REPORTED: 02/20/18
SEMIVOLATILE ORGANICS
EPA METHOD 625
Effluent
PARAMETERS, ugh'
49. Bis(2-Ethylhexyl)phthalate <20.00
50. Di-N-Octylphthalate <10.00
51. Benzo[b]fluoranthene <10.00
52. Benzo[k]fluoranthene <10.00
53. Benzo[a]pyrene <10.00
54. Indeno(1,2,3-C,d)pyrene <10.00
55. Dibenzo[a,h]anthracene <10.00
56. Benzo[g,h,i]perylene <10.00
57. 1,2-Diphenylhydrazine <10.00

Environment 1,Inc. CHAIN OF CUSTODY RECORD
P.O.Box 7085, 114 Oakmont Dr. Page 1 of 1
Greenville,NC 27858
environment I inc.com DISINFECTION CHLORINE NEUTRALIZED AT COLLECTION
Phone[phone] •Fax[phone] j 4,2�,v,
CHLORINE - -
CLIENT:856 Week:6 UV /C i,2 r,I /� �?i Li.'l� pH CHECK(LAB)
CITY OF WHITEVILLE(PPA SCAN) Li NONE GPPPPGGG G G G CONTAINER TYPE.P/G
MR. NEWLYN MCCULLEN
P.O. BOX 607 WHITEVILLE NC 28472 J CDC A A A A A E E E CHEMICAL PRESERVATION
zo A-NONE D-NAOH
[phone] "' �, N d .. N LL
z J w z cc w �, ci. « :3 B HNC), E HCL
p cc o 1 0 d Ei es
o 0 v ¢ iii = C-H2SO4 F-ZINC ACETATE/NAOH
S F- Q W z 4 d N 1, •
O. N d a. L.J
COLLECTION < m a_ o 00 "SI
= Pt en w d A A , , A A Q G-NATHIOSULFATE
I g cc
SAMPLE LOCATION DATE TIME ,I-- o E ¢ o a U x A 4 w d W ii
Effluent t-Z3— 07 33 11 01 . .. PI ._ ice) I 0 all 'all '14 illa CLASSIFICATION:
lij WASTEWATER(NPDES)
DRINKING WATER
LI DWQ/GW
SOLID WASTE SECTION
CHAIN OF CUSTODY(SEAL) MAINTAINED
OURINGPMENT/DELIVERY
N
SAMPLES COLLECTED BY:
(Please Print)
SAMPLES RECEIVED IN LAB AT !'__ °C
RELINQU�� BY(SI (SAMPLER) DATEJTIME RECEIVED B DATE/TIME COMMENTS:
. il
iAr 1-73-181l 0 Z3)Ir 133�
RELINQUISHED BY(SIG.) DATE/TIME RECEIVED BY(SI DATE/TIME
• RELINQUISHED BY(SIG.) DATE/TIME RECEIVED BY(SIG.) DATE/TIME
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a"C"for composite sample or a"G"for N° 341340
FORM#5 Grab sample in the blocks above for each parameter requested.

Permit No. NC0021920 Annual Monitoring and Pollutant Scan Month January
Outfall 001 Year 2019
Facility Name Whiteville Wastewater Reclamation Facility ORC Newlyn McCullen
Date of sampling January 15, 2019 Phone [phone]
Analytical Laboratory Environment 1, Inc.
Parameter Sample An
alytical nalytical Quantitation Sample Units of
Parameter Code Type Method Level Result Measurement
Ammonia (as N) CO610 Composite
Chlorine(total residual,TRC) 50060 Grab
Dissolved Oxygen 00300 Grab
Nitrite plus Nitrate Total(as N) 00630 Composite
Total Kjeldahl Nitrogen 00625 Composite
Oil and Grease 00556 Grab
Total Phosphorus CO665 Composite
Total Dissolved Solids 70295 Composite SM2540C 252 mg/L
Hardness 00900 Composite SM2340C 82 mg/L
Metals (total recoverable), cyanide and total phenols
Antimony 01097 Composite EPA200.8 <3.0 ug/L
Arsenic 01002 Composite SM3113B <5.0 ug/L
Beryllium 01012 Composite EPA200.7 <1.0 ug/L
Cadmium 01027 Composite SM3113B _ <1.0 ug/L
Chromium 01034 Composite EPA200.7 <5.0 ug/L
Copper 01042 Composite EPA200.7 10 ug/L
Lead 01051 Composite SM3113B <5.0 ug/L
Mercury(Method 1631E) COMER Composite EPA245.1 <0.2 ug/L
Nickel 01067 Composite EAP200.7 <10 ug/L
1 Selenium 01147 Composite SM3113B <10 ug/L
Silver 01077 Composite EPA200.7 <5.0 ug/L
Thallium 01059 Composite EPA200.8 <1.0 ug/L
Zinc 01092 Composite SM3111B 40 ug/L
Cyanide 00720 Grab SM4500CNE <0.005 mg/L
Total phenolic compounds 32730 Grab EPA420.1 <5.0 ug/L
Volatile organic compounds
Acrolein 34210 Grab EPA624_ <100 ug/L
rY 34215 Grab EPA624 <50 ug/L
Acrylonitrile g/
Benzene 34030 Grab EPA624 <5.0 ug/L
<5.0 ug/L
Grab EPA624
Bromoform g/L
Carbon Tetrachloride 32102 Grab EPA624 <5.0 ug/L
Chlorobenzene 34301 Grab EPA624 <5.0 ug/L
Chlorodibromomethane 34306 Grab EPA624 _ <5.0 ug/L
Chloroethane 85811 Grab EPA624 <10 ug/L
2-chloroethyl vinyl ether 34576 Grab EPA624 <10 ug/L
Chloroform 32106 Grab EPA624 <5 ug/L
. Dichlorobromomethane 32101 Grab EPA624 <5 ug/L
1,1-dichloroethane 34496 Grab EPA624 <5.0 ug/L
1,2-dichloroethane 32103 Grab EPA624 <5.0 ug/L
Trans-1,2-dichloroethylene 34546 Grab EPA624 <5.0 ug/L
Form - DMR- PPA-1 Page 1
1

Permit No. NC0021920 Annual Monitoring and Pollutant Scan Month January
Outfall 001 Year 2019
Parameter Sample Analytical Quantitation Sample Units of
Parameter Code Type Method Level Result Measurement
1,1-dichloroeth lene
Y _ 34501 Grab EPA624 <5.0 ug/L
1,2-dichloropropane 34541 Grab EPA624 <5.0 ug/L
1,3-dichloropropylene 77163 Grab EPA624 <5.0 ug/L
Ethylbenzene 34371 Grab EPA624 <5.0 ug/L
Methyl Bromide 34413 Grab EPA624 <10 ug/L
Methyl Chloride 34418 Grab EPA624 <10 ug/L
Methylene Chloride 34423 Grab EPA624 <10 ug/L
1,1,2,2-tetrachloroethane 81549 Grab EPA624 <5.0 ug/L
Tetrachloroethylene 34475 Grab EPA624 <5.0 ug/L
Toluene 34010 Grab EPA624 <5.0 ug/L
1,1,1-trichloroethane 34506 Grab EPA624 <5.0 ug/L
1,1,2-trichloroethane 34511 Grab EPA624 <5.0 ug/L
Trichloroethylene 39180 Grab EPA624 <5.0 ug/L
Vinyl Chloride 39175 Grab EPA624 <10 ug/L
Acid-extractable compounds
P-chloro-m-creso 34452 Grab
2-chlorophenol 34586 Grab EPA625 <10 ug/L
2,4-dichlorophenol 34601 Grab EPA625 <10 ug/L
2,4-dimethylphenol 34606 Grab EPA625 <10 ug/L
4,6-dinitro-o-cresol 34657 Grab EPA625 ug/L
2,4-dinitrophenol 34616 Grab EPA625 <50 ug/L
2-nitrophenol 34591 Grab EPA625 <10 ug/L
4-nitrophenol 34646 Grab EPA625 <50 ug/L
Pentachlorophenol 39032 Grab EPA625 <50 ug/L
Phenol 34694 Grab EPA625 <10 ug/L
2,4,6-trichlorophenol 34621 Grab EPA625 _ - <10 ug/L
Base-neutral compounds
Acenaphthene 34205 Grab EPA625 <10 ug/L
Acenaphthylene 34200 Grab EPA625 _ <10 ug/L
Anthracene CO220 Grab EPA625 <10 ug/L
Benzidine
39120 Grab EPA625 <100 ug/L
Benzo(a)anthracene 34526 Grab EPA625 - <10 ug/L
Benzo(a)pyrene 34247 Grab EPA625 <10 ug/L
3,4 benzofluoranthene 34230 Grab EPA625 <10 ug/L
Benzo(ghi)perylene— V 34521 Grab EPA625 — <10 ug/L
Benzo(k)fluoranthene 34242 Grab EPA625 — <10 ug/L
Bis (2-chloroethoxy)methane 34278 Grab EPA625 <10 ug/L
Bis (2-chloroethyl) ether 34273 Grab EPA625 <10 ug/L
Bis (2-chloroisopropyl) ether 34283 Grab EPA625 — <10 ug/L
Bis(2-ethylhexyl) phthalate 39100 Grab EPA625 <20 ug/L
4-bromophenyl phenyl ether 34636 — Grab EPA625 <10 ug/L
Butyl benzyl phthalate 34292 Grab EPA625 <10 ug/L
2-chloronaphthalene 34581 Grab EPA625 <10 ug/L
4-chlorophenyl phenyl ether 34641 Grab EPA625 <10 ug/L
Chrysene 34320 Grab EPA625 <10 ug/L
Form - DMR- PPA-1 Page 2

Permit No. NC0021920 Annual Monitoring and Pollutant Scan Month January
Outfall 001 Year 2019
Parameter Sample Analytical Quantitation Sample Units of
Parameter Code Type Method Level Result Measurement
Di-n-butyl phthalate 39110 Grab EPA625 <10 ug/L
Di-n-octyl phthalate 34596 Grab EPA625 <10 ug/L
Dibenzo(a,h)anthracene 34556 Grab EPA625 <10 ug/L
1,2-dichlorobenzene 34536 Grab EPA625 <10 ug/L
1,3-dichlorobenzene 34566 Grab EPA625 <10 ug/L
1,4-dichlorobenzene 34571 Grab EPA625 <10 ug/L
3,3-dichlorobenzidine 34631 Grab EPA625 <10 ug/L
Diethyl phthalate 34336 Grab EPA625 <10 ug/L
Dimethyl phthalate 34341 Grab EPA625 <10 ug/L
2,4-dinitrotoluene 34611 Grab EPA625 <10 ug/L
2,6-dinitrotoluene CO626 Grab EPA625 <10 ug/L
1,2-diphenylhydrazine 34346 Grab EPA625 <10 ug/L
Fluoranthene CO376 Grab EPA625 <10 ug/L
Fluorene 34381 Grab ` EPA625 <10 ug/L
Hexachlorobenzene CO700 Grab EPA625 <10 ug/L
Hexachlorobutadiene — 39702 Grab EPA625 <10 ug/L
Hexachlorocyclo-pentadiene 34386 Grab EPA625 <10 ug/L
Hexachioroethane 34396 Grab EPA625 .-- <10 ug/L
Indeno(1,2,3-cd)pyrene 34403. Grab EPA625 <10 ug/L
Isophorone 34408 Grab EPA625 <10 ug/L
Naphthalene _ 34696 Grab EPA625 <10 ug/L
Nitrobenzene _ 34447 - Grab EPA625 <10 ug/L
N-nitrosodi-n-propylamine _ 34428 Grab EPA625 <10 ug/L
N-nitrosodimethylamine 34438 Grab EPA625 <10 ug/L
N-nitrosodiphenylamine 34433 Grab EPA625 <10 ug/L
Phenanthrene T 34461 Grab EPA625 <10 ug/L
Pyrene 34469 Grab EPA625 <10 ug/L
1,2,4,-trichlorobenzene 34551 Grab EPA625 <10 ug/L
"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 managed the system,or those persons directly responsible for gathering the information,the
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."
Authorized Representative name
Signature
Date
Form - DMR- PPA-1 Page 3

(11.
17 l�rtl�
_ Terry L.Mann
-- � ���� Cltycf Wh►tev�0lei nSara Thompson
Tim Blackmon
141:7 #
1833 Jimmy Clarida
Darren Currie Timothy Collier
24 Hill Plaza Robert Leder
PO Box 607
Whiteville,NC 28472 Justin Smith
February 5, 2019
NCDENR/Division of Water Resources
1617 Mail Service Center
Raleigh, N.C. 27699-1617
ATTN: Central Files
Central Files:
Please find enclosed for your records the Annual Pollutant Scan from the City of Whiteville Wastewater
Reclamation Facility for the year 2019.
If you have any questions, please feel free to contact me at(910)642-5818.
Sincerely,
Newlyn McCullen
City of Whiteville
WWRF Director
Enclosure: Annual Pollutant Scan

EHWIbICIERgE'R _gi1Ika
1:14 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
ID#: 856
CITY OF WHITEVILLE (PPA SCAN)
MR. NEWLYN MCCULLEN
P.O. BOX 607 DATE COLLECTED: 01/15/19
WHITEVILLE ,NC 28472 DATE REPORTED : 02/04/19
REVIEWED BY:
Effluent Analysis Method
PARAMETERS Date Analyst Code
Phenol, ugh <5 01/23/19 SEJ 420.1-78
Total Cyanide, mg/I <0.005 01/22/19 SEJ 4500CNE-11
Total Hardness, mg/I 82 01/22/19 TCW 2340C-11
Total Dissolved Residue, mg/I 252 01/17/19 TBG 2540C-11
Antimony, ugh <3.0 01/31/19 AKS EPA200.8
Arsenic, ug/l <5.0 01/22/19 MTM 3113B-10
Beryllium, ugh <1.0 01/22/19 LFJ EPA200.7
Cadmium, ug/I <1.0 01/24/19 MTM 3113B-10
Total Chromium, ug/I <5.0 01/22/19 LFJ EPA200.7
Copper, ugh 10 01/22/19 LFJ EPA200.7
Lead, ugh <5.0 01/18/19 MTM 3113B-10
Nickel, ug/I <10 01/22/19 LFJ EPA200.7
Selenium, ugh <10 01/23/19 MTM 3113B-10
Silver, ugh <5.0 01/22/19 LFJ EPA200.7
Thallium, ug/I <1.0 01/31/19 AKS EPA200.8
Zinc, ugh 40 01/22/19 LFJ EPA200.7

I_ E'CITOIREgg _EV)TpCilEIRg@u,
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
CLIENT: CITY OF WHITEVILLE (PPA SCAN) CLIENT ID: 856
MR. NEWLYN MCCULLEN
P.O. BOX 607 ANALYST: JAP
WHITEVILLE, NC 28472 DATE COLLECTED: 01/15/19
DATE ANALYZED: 01/15/19
DATE REPORTED: 02/04/19
REVIEWED BY:
VOLATILE ORGANICS
EPA METHOD 624.1
Effluent
PARAMETERS, ugh!
1. Chloromethane <10.00
2. Vinyl Chloride <10.00
3. Bromomethane <10.00
4. Chloroethane <10.00
5. Trichlorofluoromethane <5.00
6. 1,1-Dichloroethane <5.00
7. Methylene Chloride <10.00
8. trans-1,2-Dichloroethene <5.00
9. 1,1-Dichloroethene <5.00
10. Chloroform <5.00
11. 1,1,1-Trichloroethane <5.00
12. Carbon Tetrachloride <5.00
13. Benzene <5.00
14. 1,2-Dichloroethane <5.00
15. Trichloroethene <5.00
16. 1,2-Dichloropropane <5.00
17. Bromodichloromethane <5.00
18. 2-Chloroethylvinyl Ether <5.00
19. cis-1,3-Dichloropropene <5.00
20. Toluene <5.00
21. trans-1,3-Dichloropropene <5.00
22. 1,1,2-Trichloroethane <5.00
23. Tetrachloroethene <5.00
24. Dibromochloromethane <5.00
25. Chlorobenzene <5.00
26. Ethylbenzene <5.00
27. Bromoform <5.00
28. 1,1,2,2-Tetrachloroethane <5.00
29. 1,3-Dichlorobenzene <5.00
30. 1,4-Dichlorobenzene <5.00
31. 1,2-Dichlorobenzene <5.00
32. Acrolein <100.00
33. Acrylonitrile <50.00

•
EnEhEnlgg 11©©Tpoclang
114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
CLIENT: CITY OF WHITEVILLE (PPA SCAN) CLIENT ID: 856
MR. NEWLYN MCCULLEN
P.O. BOX 607 ANALYST: JAP
WHITEVILLE, NC 28472 DATE COLLECTED: 01/15/19 Page: 1
DATE EXTRACTED: 01/16/19
DATE ANALYZED: 01/16/19
REVIEWED BY: DATE REPORTED: 02/04/19
SEMIVOLATILE ORGANICS
EPA METHOD 625.1
Effluent
PARAMETERS, ugh
1. N-Nitrosodimethylamine <10.00
2. Phenol <10.00
3. Bis(2-Chloroethyl) Ether <10.00
4. 2-Chlorophenol <10.00
5. 1,3-Dichlorobenzene <10.00
6. 1,4-Dichlorobenzene <10.00
7. 1,2-Dichlorobenzene <10.00
8. Bis(2-Chloro-l-methylethyl) Ether <10.00
9. Hexachloroethane <10.00
10. N-Nitroso-Di-N-Propylamine <10.00
11. Nitrobenzene <10.00
12. Isophorone <10.00
13. 2-Nitrophenol <10.00
14. 2,4-Dimethylphenol <10.00
15. Bis(2-Chloroethoxy) Methane <10.00
16. 2,4-Dichlorophenol <10.00
17. 1,2,4-Trichlorobenzene <10.00
18. Naphthalene <10.00
19. Hexachlorobutadiene <10.00
20. 4-Chloro-3-Methylphenol <20.00
21. Hexachlorocyclopentadiene <10.00
22. 2,4,6-Trichlorophenol <10.00
23. 2-Chloronaphthalene <10.00
24. Acenaphthylene <10.00
25. Dimethylphthalate <10.00
26. 2,6-Dinitrotoluene <10.00
27. Acenaphthene <10.00
28. 2,4-Dinitrophenol <50.00
29. 4-Nitrophenol <50.00
30. 2,4-Dinitrotoluene <10.00
31. Fluorene <10.00
32. Diethylphthalate <10.00
33. 4-Chlorophenyl Phenyl Ether <10.00
34. 4,6-Dinitro-2-Methylphenol <50.00
35. N-Nitrosodiphenylamine <10.00
36. 4-Bromophenyl Phenyl Ether <10.00
37. Hexachlorobenzene <10.00
38. Pentachlorophenol <50.00
39. Phenanthrene <10.00
40. Anthracene <10.00
41. Di-N-Butylphthalate <10.00
42. Fluoranthene <10.00
43. Benzidine <100.00
44. Pyrene <10.00
45. Butylbenzylphthlate <10.00
46. Benzo[a]anthracene <10.00
47. 3,3-Dichlorobenzidine <10.00
48. Chrysene <10.00

•
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Drinking Water ID: 37715
Wastewater ID: 10
114 OAKIMON f DRIVE PHONE [phone]
GREENVILLE, N.C. 27858 FAX [phone]
CLIENT: CITY OF WHITEVILLE (PPA SCAN) CLIENT ID: 856
MR. NEWLYN MCCULLEN
P.O. BOX 607 ANALYST: JAP
WHITEVILLE, NC 28472 DATE COLLECTED: 01/15/19 Page: 2
DATE EXTRACTED: 01/16/19
DATE ANALYZED: 01/16/19
REVIEWED BY: DATE REPORTED: 02/04/19
SEMIVOLATILE ORGANICS
EPA METHOD 625.1
Effluent
PARAMETERS, ughl
49. Bis(2-Ethylhexyl)phthalate <20.00
50. Di-N-Octylphthalate <10.00
51. Benzo[b]fluoranthene <10.00
52. Benzo[k]fluoranthene <10.00
53. Benzo[a]pyrene <10.00
54. Indeno(1,2,3-C,d)pyrene <10.00
55. Dibenzo[a,hlanthracene <10.00
56. Benzo[g,h,i]perylene <10.00
57. 1,2-Diphenylhydrazine <10.00

Environment 1,Inc. CHAIN OF CUSTODY RECORD 1 1
P.O.Box 7085, 114 Oakmont Dr. '
Greenville,NC 27858 Page of _
environment l inc.com DISINFECTION
Phone[phone],0_8 Eax,[phone] CHLORINE NEUTRALIZED AT COLLECTION
CHLORINE
CLIENT: 856 Week:6 UV > I Z `,l T �i�.�,') pH CHECK(LAB)
CITY OF WHITEVILLE(PPA SCAN) j NONE GP PPP GGG G G G CONTAINER TYPE,P/G
MR.NEWLYN MCCULLEN
P.O. BOX 607
WHITEVILLE NC 28472 J CDCA A A A A E E CHEMICAL PRESERVATION
o A NONE D NAOH
aj 0 o ,--i N "IN
[phone] z . :: y p �' B-HNO3 E-HCL
O - z cii
u u u
o 1.-) z °' N a. c N 6. c. w C-H2SO4 F-ZINC ACETATE/NAOH
COLLECTION ¢ w d `O A A .o — C
a a A a "' "' a a N N cc G-NATHIOSULFATE
SAMPLE LOCATION DATE TIME P. o ~ Q o a u x F w o w ‘o
�
II .. ✓ `
Effluent / * a5l0 :.: II:::: !ii:.:.... ..,<... "
...... ...:::. mg....... :::::: >::::>«: CLASSIFICATION:
4rs.:('°, 050 G G Z G G G G Lj WASTEWATER(NPDES)
DRINKING WATER
DWQ/GW
SOLID WASTE SECTION
CHAIN OF CUSTODY(SEAL)MAINTAINED
DURING SHIPMENT/DELIVERY
0 N
SAMPLES COLLECTED BY:
(Please Print)
SAMPLES RECEIVED IN LAB AT CI)CT °C
RELINQUISHED BY(SIG.)(SAMPLER) DATE/TIME RECEI D Y(SIG.) I/ DATE/TIME COMMENTS:
w.,# . ,f«..et( ,l-,"f21 I t,oa Yls 1t' IY&y
RELINQUISHED BY(SIG.) DATE/TIME RECEIVED (SI .) 7 DATE/TIME
I
RELINQUISHED BY(SIG.) DATE/TIME RECEIVED BY(SIG.) DATE/TIME
1 i
PLEASE READ Instructions for completing this form on the reverse side. Sampler must place a"C"for composite sample or a"G"for
FORM#5 Grab sample in the blocks above for each parameter requested. N 0 3 5 8 5 0 3
I

Effluent Toxicity Report Form-Chronic Fathead Minnow Multi-Concentration Test Date:7/28/2017
Facility: Whiteville NPDES#NCOO 21920 Pipe#: 001 County: Columbus
aborato : Meritech,Inc. Comments'
x r
Signature of Ope tor inAResponsibl Charge
,2%7 -4 X '
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 7/18/2017 6:20 PM Avg Wt/Surv. Control 0.972 Test Organisms
%Eff. Repl. 1 2 3 4 T Cultured In-House
Control Surviving# 10 10 10 5 %Survival 87.5
T Outside Supplier
Original# 10 10 10 10
Wt/original(mg) 1.046 0.969 0.978 0.447 Avg Wt(mg) 0.860 Hatch Date: 7/17/17
12.5 Surviving# 9 10 10 10 %Survival 97.5 Hatch Time: 3:00 pm CT
Original# 10 10 10 10
Wt/original(mg) 0.804 0.921 0.999 0.816 Avg Wt(mg) 0.885
25 Surviving# 10 10 8 1 %Survival, 72.5
Original# 10 10 10 10
Wt/original(mg) 0.979 0.963 0.836 0.076 Avg Wt(mg) 0.714 l
50 Surviving# 10 10 10 6 %Survival 90.0
Original# 10 10 10 10
Wt/original(mg) 1.107 1.075 0.913 0.747 Avg Wt(mg) 0.961
75 Surviving# 10 10 10 10 %Survival 100.0
Original# 10 10 10 10
Wt/original(mg) 1.011 0.968 0.911 1.005 Avg Wt(mg) 0.974
100 Surviving# 10 10 10 9 %Survival 97.5
Original# 10 10 10 10
Wt/original(mg) 0.836 1.021 1.043 0.912 Avg Wt(mg) 0.953
Water Quality Data Day
Control o 1 2 3 4 5 6
pH(SU)!nit/Fin 8.09 / 7.94 8.17 / 7.79 8.23 / 7.88 8.21 / 8.11 8.20 / 7.92 8.20 / 7.90 8.20 / 7.74
DO(mg/L) !nit/Fin 8.28 / 7.18 7.87 16.57 7.95 / 7.02 7.71 / 7.81 7.97 / 6.99 8.14 / 7.10 8.00 / 6.74
Temp(C)Init/Fin 24.2 / 24.9 24.7 124.7 24.2 / 24.5 24.1 / 24.5 24.1 / 24.5 24.4 / 24.8 24.2 / 25.0
High Concentration o 1 2 3 4 5 6
pH(SU)Init/Fin 8.04 / 8.24 8.10 / 8.25 8.08 / 8.31 8.10 / 8.42 8.33 / 8.21 8.07 / 8.31 8.08 / 8.43
DO(mg/L) Init/Fin 8.08 / 6.99 7.97 16.74 7.85 17.22 7.84 17.67 7.73 / 6.91 7.73 / 7.38 7.86 / 7.81
Temp(C)Init/Fin 25.0 / 24.5 24.4 / 24.7 24.7 / 24.6 24.1 / 25.0 24.8 / 24.7 25.0 / 24.8 25.3 / 24.7
Sample 1 2 3 Survival Growth Overall Result
Collection Start Date 7/17/2017 7/19/2017 7/20/2017 Normal n No ChV >100
Grab Horn.Var. r-1 Isrl
Composite(Duration) 22.5 23.7 26.0 NOEC 100 100
Hardness(mg/L) 84 92 98 LOEC >100 >100
Alkalinity(mg/L) 147 145 141 ChV >100 >100
Conductivity(umhos/cm) 495 536 545 Method Steel's Steel's
Chlorine(mg/L) <0.1 <0.1 <0.1
Temp.at Receipt(°C) 0.1 0.9 2.4 Stats Survival Growth
Conc. Critical Calculated Critical Calculated
Dilution H2O Batch# 1179 1180 1181 12.5 10 18.5 10 16.0000
Hardness(mg/L) 44 44 42 25 10 16 10 15.0000 1
Alkalinity(mg/L) 52 53 51 50 10 18.5 10 20.0000
Conductivity(umhos/cm) 206 196 197 75 10 20 10 18.0000
100 10 18.5 10 18.0000
DWQ Form AT-5(1/04)

. Effluent Toxicity Report Form-Chronic Fathead Minnow Multi-Concentration Test Date:10/18/2018
Facility: Whiteville NPDES#NCO() 21920 Pipe#: 001 County: Columbus
Laboratory: Meritech,Inc. h 1 Comments'
x 1 in i 1.,_AQ,--_.-_
Signature of Operator in R pon ' le Charge
Signature of Laboratory Supervisor
MAIL ORIGINAL TO: Water Sciences Section
Aquatic Toxicology Branch
Division of Water Resources
1621 Mail Service Center
Raleigh,N.C.27699-1621
Test Initiation Date/Time 10/9/2018 5:10 PM Avg Wt/Surv.Control 0.843 Test Organisms
%Eff. Repl. 1 2 3 4 [ Cultured In-House
Control Surviving# 9 10 10 10 %Survival 97.5 ' Outside Supplier
Original# 10 10 10 10
Wt/original(mg) 0.785 0.849 0.886 0.765 Avg Wt(mg) 0.821 Hatch Date: 10/8/18
12.5 Surviving# 10 9 10 10 %Survival 97.5 Hatch Time: 3:00 pm CT
Original# 10 10 10 10
Wt/original(mg) 0.883 0.711 0.897 0.652 Avg Wt(mg) 0.786
25 Surviving# 10 10 10 10 %Survival 100.0
Original# 10 10 10 10
Wt/original(mg) 0.954 0.762 0.708 0.786 Avg Wt(mg) 0.803
50 Surviving# 10 10 9 10 %Survival 97.5
Original# 10 10 10 10
Wt/original(mg) 0.737 0.592 0.693 0.881 Avg Wt(mg) 0.726
75 _ Surviving# 10 10 10 10 %Survival 100.0
Original# 10 10 10 10
Wt/original(mg) 0.626 0.871 0.855 0.727 Avg Wt(mg) 0.770
100 Surviving# 10 10 . 10 10 %Survival 100.0
Original# 10 10 10 10
Wt/original(mg) 0.830 0.808 0.721 0.851 Avg Wt(mg) 0.803
Water Quality Data Day
Control 0 1 2 3 4 5 6
pH(SU)Init/Fin 8.17 / 7.86 8.07 / 7.76 8.22 17.88 8.15 / 8.25 8.30 / 8.14 8.16 / 7.70 8.05 17.55
DO(mg/L) Ina/Fin 7.99 / 7.36 7.72 / 6.61 7.22 / 7.16 7.76 / 7.75 7.94 17.62 8.12 / 6.53 7.43 15.84
Temp(C)Init/Fin 25.1 125.3 24.1 125.5 24.7 / 24.3 24.3 / 24.2 24.0 / 24.0 24.3 / 24.7 24.6 ; 24.5
High Concentration 0 1 2 3 4 5 6
pH(SU)IniUFin 8.15 / 8.27 8.24 / 8.25 8.16 / 8.33 8.28 / 8.49 8.43 / 8.45 8.47 / 8.18 8.24 18.10
DO(mg/L) !nit/Fin 8.39 / 7.06 7.73 / 6.67 8.15 / 7.32 7.93 17.68 _ 7.92 17.53 7.82 / 6.51 7.86 16.44
Temp(C)Init/Fin 25.3 / 24.6 24.1 / 24.8 25.8 124.9 24.1 / 24.3 24.3 / 24.2 24.3 / 25.0 24.7 124.1
Sample 1 2 3 Survival Growth Overall Result
Collection Start Date 10/8/2018 10/10/2018 10/11/2018 Normal iri r✓i ChV >100
Grab Hom.Var. ri ri
Composite(Duration) 24.2 24.1 25.0 NOEC 100 100
Hardness(mg/L) 88 90 88 LOEC >100 >100
Alkalinity(mg/L) 141 146 139 ChV >100 >100
Conductivity(umhos/cm) 443 451 441 Method Steel's Dunnett's
Chlorine(mg/L) 0.13 0.11 <0.1
Temp.at Receipt(SC) 1.6 1.5 1.1 Stats Survival Growth
Conc. Critical Calculated Critical Calculated
Dilution H2O Batch# 1317 1318 1319 1320 12.5 10 18 2.41 0.4999
Hardness(mg/L) 47 42 44 44 25 10 20 2.41 0.2640
Alkalinity(mg/L) 53 52 51 51 50 10 18 2.41 1.3449
Conductivity(umhos/cm) 197 202 193 175 75 10 20 2.41 0.7252
100 10 20 2.41 0.2640
DWQ Form AT-5(1/04)

Effluent Toxicity Report Form-Chronic Fathead Minnow Multi-Concentration Test Date:1/24/2019
Facility: hiteville NPDES#NC00 21920 Pipe#: 001 County: Columbus
Laboratory: Meritech,Inc. r, Comments'
rA 0
Signature of Opeator in Respon ble Char
x is L�• / 1
Signature of La oratory Supervisor
MAIL ORIGINAL TO: Water Sciences Section
Aquatic Toxicology Branch
Division of Water Resources
1621 Mail Service Center
Raleigh,N.C.27699-1621
Test Initiation Date/Time 1/15/2019 5:50 PM Avg Wt/Surv.Control 0.810 Test Organisms
%Eff. Repl. 1 2 3 4 r' Cultured In-House
Control Surviving# 10 10 10 10 %Survival 100.0 7 Outside Supplier
Original# 10 10 10 10
Wt/original(mg) 0.786 0.775 0.801 0.876 Avg Wt(mg) 0.810 Hatch Date: 1/14/19
12.5 Surviving# 10 10 10 10 %Survival 100.0 Hatch Time: 3:00 pm CT
Original# 10 10 10 10
Wt/original(mg) 0.741 0.916 0.810 0.790 Avg Wt(mg) 0.814
25 Surviving# 10 10 10 10 %Survival 100.0
Original# 10 10 10 10
Wt/original(mg) 0.795 0.760 0.825 0.911 Avg Wt(mg) 0.823
50 Surviving# 10 10 10 9 %Survival 97.5
Original# 10 10 10 10
Wt/original(mg) 0.835 0.822 0.707 0.734 Avg Wt(mg) 0.775
75 Surviving# 10 10 10 10 %Survival 100.0
Original# 10 10 10 10
Wt/original(mg) 0.912 0.867 0.730 0.796 Avg Wt(mg) 0.826
100 Surviving# 10 10 9 10 %Survival 97.5
Original# 10 10 10 10
Wt/original(mg) 0.849 0.862 0.879 0.773 Avg Wt(mg) 0.841
Water Quality Data Day
Control 0 1 2 3 4 5 6
pH(SU)!nit/Fin 8.15 / 7.98 8.21 / 7.87 8.18 / 7.93 8.11 / 8.14 8.22 / 8.10 8.23 / 7.93 8.24 / 7.60
DO(mg/L) Init/Fin 7.99 / 7.52 7.82 / 6.84 7.90 17.12 7.55 / 7.64 7.69 / 7.44 7.68 / 7.19 7.67 I 6.56
Temp(C)Init/Fin 25.0 / 24.0 24.7 / 25.0 24.3 / 24.1 24.9 / 24.7 24.1 / 25.3 25.2 124.2 24.2 124.6
High Concentration o 1 2 3 4 5 6
pH(SU)Init/Fin 7.50 / 7.98 7.78 17.99 7.68 / 8.05 7.87 / 8.26 8.07 / 8.31 8.24 / 8.11 7.88 / 7.81
DO(mg/L) Init/Fin 8.17 / 7.42 7.93 / 6.82 7.97 / 7.03 7.65 / 7.57 7.76 / 7.48 7.74 / 7.25 7.96 / 6.43
Temp(C)Init/Fin 25.0 / 24.4 24.2 / 24.5 25.3 / 24.6 25.3 / 24.4 25.7 / 25.1 24.9 / 24.4 25.2 / 24.1
Sample 1 2 3 Survival Growth Overall Result
Collection Start Date 1/14/2019 1/16/2019 1/17/2019 Normal Irl ►"'l ChV >100
Grab Horn.Var. rl Fl
Composite(Duration) 24.3 23.8 25.3 NOEC 100 100
Hardness(mg/L) 84 86 86 LOEC >100 >100
Alkalinity(mg/L) 88 89 94 ChV >100 >100
Conductivity(umhos/cm) 391 405 416 Method Steel's Dunnett's
Chlorine(mg/L) <0.1 <0.1 <0.1
Temp.at Receipt(°C) 1.3 1.5 1.5 Stats Survival Growth
Conc. Critical Calculated Critical Calculated
Dilution H2O Batch# 1352 '1353 1354 1355 12.5 10 18 2.41 -0.1055
Hardness(mg/L) 46 46 46 42 25 10 18 2.41 -0.2944
Alkalinity(mg/L) 52 54 57 54 50 10 16 2.41 0.7776
Conductivity(umhos/cm) 205 195 193 198 75 10 18 2.41 -0.3721
100 10 16 2.41 0.6942

City of Whiteville
Water Reclamation Facility
NC0021920
Residual Management Program
The City of Whiteville operates a 3.0 MGD activated sludge treatment plant. The facility has the
following bio-solids handling tanks:
• One 182, 000 gallon aerobic sludge digester
• One 843, 000 gallon sludge holding tank
• A bio-solids truck loading station
Thickened wastewater treatment residuals are wasted from the secondary clarifiers to the sludge
digester. In the digester, the solids are stabilized and thickened. The solids are then transferred
to the sludge holding tank. There is further stabilization of bio-solids stored prior to being
pumped to bio-solid transportation vehicles for land application by a certified land application
contractor.
At the current flows, sludge holding capacity is greater than two years.