NC0021555_Renewal (Application)_20170117

Water Resources
ENVIRONMENTAL QUALITY
ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
S. JAY ZIMMERMAN
Director
January 18, 2017
Dennis Barber, Mayor
Town of Newport
PO Box 1869
200 Howard Blvd.
Newport, NC 28570
Subject: Additional Information for
Current Permit Renewal
Application No. NCO021555
Newport WWTP
Carteret County
Dear Mr. Barber:
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on January 17,2017.. The primary reviewer for this -renewal
application is Julie Grzyb.
The primary reviewer will review your application, and she will contact you if additional
information is required to complete your permit renewal. 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.,
Please respond in a timely manner to requests for additional information necessary to
complete the permit application. If you have any additional questions concerning renewal of the
subject permit, please contact Julie Grzyb. at 919-807-6389 or Julie. [e-mail].
Sincerely,
Wren Thedford
Wastewater Branch
cc: Central Files
NPDES
Wilmington Regional Office
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6300

Town of Newport
Dennis Barber, Mayor
-
Angela Christian
David Heath, Mayor Pro -Tem
O . ' -Box f869
P.-- •-�„
Town Manager
Council Members
200 Howard Blvd.
\ �-
Newport, NC 28'570,
Chuck Shinn
d �
'
Taylor & Taylor, PA
Mark EadieX252
2
(' ) 223-4749 °a
Town Attorney
Jim McCoy
252�,223-5382'.Fax
Danny Fornes
-
Ma ellen Brown
ry
--
Town Clerk/Tax Collector
The Town with Old -Fashioned Courtesy
January 23, 2017
NC Department of Environment and Natural Resources
Division of Water Quality/NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: NPDES Permit Renewal
Town of Newport
NPDES Permit #NC0021555
Carteret County
Dear Permitting Unit:
The Town of Newport is submitting the renewal application for NPDES permit #NC0021555. The permit
application consists of-
- Cover letter
- Form 2A — NPDES Application for Permit Renewal
- Supplemental Application Information — Parts D & E
- Pollutant Analysis results for the years of: 2014, 2015, and 2016
- Toxicity Testing Summary
- Topographic Map
- Process Flow Schematic and Narrative
- Sludge Management Plan
- 3 -year data summary for "exceptional compliance"
- Two copies of "Application for Permit Renewal"
The current permit is a tiered permit that was issued to accommodate a plant upgrade. The new construction is
now complete. Some of the operational components listed for the old existing plant are still in use and some of
the components listed for the upgrade were not constructed. The following components are in operation:
RECEIVEDINCDENWR
JAN 17 2017
Water Quality
Permitting Section

• Influent pump station
• Headworks — mechanical bar screen and grit removal system
• Influent and effluent flow monitoring and composite samplers
• Duel oxidation ditches
• Two secondary clarifiers
• Two tertiary disk filters
• Chlorine contact basin with dechlorination facility
• Post aeration unit
• Aerobic digester
• Sludge belt press
• Sludge drying beds
• Effluent pump station
Since construction, the old secondary clarifiers and the oxidation ditch have been taken out of service.
These tanks are still structurally sound and we would like to maintain the capability to repurpose these
tanks as possible equalization and/or sludge handling tanks.
The Town was unaware that second species toxicity testing was required for the permit renewal. Once
we were told of this requirement, we made arrangements to conduct the tests, starting in April 2016. Three
second species toxicity test have been successfully completed. A fourth test had to be canceled due to the
composite sampler being out of commission. The fourth second species toxicity test sample was sent to
the laboratory in January 2017 and will be completed and results submitted prior to permit expiration.
Three Effluent Pollutant Scans are attached for your review. On all three scans, the Volatile Organics and
Semivolatile Organics were below detection levels with the exception of the following:
Parameter
4/14/16
7/8/16
10/25/16
Chloroform
62.40 ug/l
80.20 ug/1
73.10 ug/l
Bromodichloromethane
13.60 ug/l
29.30 ug/1
15.40 ug/1
RECEIVEDINCDEWWR
JAN 17 2017
The Town would like to request that the following modifications be made to the permit: WaterQuality
Permitting Section
- It is requested that daily effluent monitoring for temperature be removed. Temperature of the
effluent is an uncontrollable parameter and the Town is unable to influence the effluent
temperature. The effect of the discharge effluent temperature would be indicated by the
Upstream/Downstream monitoring. The flow into the treatment facility is domestic in nature and
is not subject to any unexpected fluctuations.

- The effluent is discharged to a Class C stream, but has fecal coliform limits for Class SA waters.
The SA waters begin approximately 7.4 miles downstream from the discharge point. We request
that the fecal coliform limit be changed to reflect discharge into Class C waters.
- The permit has a monitoring requirement for Oil & Grease. Effluent test results for the review
period show that Oil & Grease levels are below detection levels. However, on the majority of the
DMRs, the results were incorrectly entered as a "5" instead of "<5". This deficiency has been
corrected with the use of the eDMRs now being submitted. We request that this parameter be
removed from the permit.
- If second species monitoring is to be continued to be required for permit renewal, we request that
one per year be included in the permit.
- We request that monitoring for BOD, TSS, Ammonia Nitrogen and Fecal Coliform be reduced
under the "exceptionally performing facilities" criteria. The attached data (summarized in the
following table) indicates that the W WTP effluent has exceeded the minimum criteria for reduced
monitoring. The most restrictive summer limits were used for BOD and Ammonia Nitrogen
removal calculations. In addition to the monitoring results, the plant meets the other listed criteria
in the guidelines.
Analysis of testing results for the past three years:
- Percent of Monthly Average Limit
Parameter
Monthly Limit
3 -Year Average
% of Limit
BOD
4.6 mg/l
2.1 mg/l
46%
TSS
3 0. 0 mg/L
2.4 mg/L
8%
Ammonia N
1.1 mg/L
0.2 mg/L
18.2%
Fecal Coliform
14/100 ml
1.2 colonies/100 ml
9%
- Number of Samples Over 200% of Monthly Average Limit
Parameter
200% of Monthly Limit
Number of Samples Over
BOD
9.2 mg/l
0
TSS
60 mg/L
0
Ammonia N
2.2 mg/L
5
Five (5) Fecal Coliforms exceeded the upper reporting of 28 colonies per ml
We thank you for your consideration in these matters. If you have any additional questions or comments,
please call Scotty Rollins, WWTP Superintendent, at [phone].
Sincerely,
Dennis Barber, ayor
Town of Newport

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Newport WWTP, NCO021555
Renewal
White Oak River
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.I. Facility Information.
Facility Name Town of Newport WWTP
Mailing Address PO Box 1869
NewportNC 28570
Contact Person Scotty Rollins
Title WWTP Superintendent
Telephone Number [phone]
Facility Address 160 Kirby Lane
(not P.O. Box) NewportNC
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name Town of Newport
Mailing Address PO Box 1869
NewportNC 28570
Contact Person Dennis Barber
Title Mayor
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 NCO021555 PSD
UIC Other WQCS00177
RCRA Other W00008349
A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each
entity and, if known, provide information on the type of collection system (combined vs. separate) and its ownership (municipal, private, etc.).
Name Population Served Type of Collection System Ownership
Town of Newgort 4667 Separate Municipal
Total population served 4667
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Newport WWTP, NCO021555 Renewal White Oak River
A.S. 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 ID No
A.S. 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 1.20 mgd
Two Years Ago Last Year This Year
b. Annual average daily flow rate 0.48 0.46 0.49
C. Maximum daily flow rate 0.85 0.74 1.17
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
ii. Discharges of untreated or partially treated effluent na
iii. Combined sewer overflow points
iv. Constructed emergency overflows (prior to the headworks)
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:
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:
Town of Newport WWTP, NCO021555
Renewal
White Oak River
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
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 I )
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: na
Is disposal through this method ❑ continuous or ❑ intermittent?
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Newport WWTP, NCO021555 Renewal White Oak River
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.S. Description of Outfall.
a. Outfall number 001
b. Location Newport
28570
(City or town, if applicable)
(Zip Code)
Carteret
NC
(County)
(State)
34046'50.3"
760 51'51.7"
(Latitude)
(Longitude)
C. Distance from shore (if applicable) na
ft.
d. Depth below surface (if applicable) na
ft.
e. Average daily flow rate 0.49
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:
Months in which discharge occurs:
g. Is outfall equipped with a diffuser?
A.10. Description of Receiving Waters.
a. Name of receiving water
b. Name of watershed (if known)
Newport River
na
na
United States Soil Conservation Service 14 -digit watershed code (if known):
® Yes ❑ No
C. Name of State Management/River Basin (if known):
United States Geological Survey 8 -digit hydrologic cataloging unit code (if known):
d. Critical low flow of receiving stream (if applicable)
acute
cfs chronic
e. Total hardness of receiving stream at critical low flow (if applicable):
NPDES FORM 2A Additional Information
mgd
cfs
mg/I of CaCO3

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Town of Newport WWTP, NCO021555
Renewal
White Oak River
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
❑ Primary ❑ Secondary
N Advanced ❑ Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 90 %
Design SS removal 85 %
Design P removal na %
Design N removal na %
Other %
C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Chlorine
If disinfection is by chlorination is dechlorination used for this outfall? N Yes ❑ No
Does the treatment plant have post aeration? N Yes ❑ No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of
40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number: 001
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
PARAMETER
Value
Units
Value
Units
Number of Samples
pH (Minimum)
6.9
s.u.
pH (Maximum)
8.1
S.U.
Flow Rate
1.17
mg
0.49
MG
365
Temperature (Winter)
20.6
C
16.2
C
90
Temperature (Summer)
36.0
C
25.9
C
90
' For pH please report a minimum and a maximum daily value
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
POLLUTANT
DISCHARGE
ANALYTICAL.
MUMDL
Number of
METHOD
Conc.
Units
Conc.
Units
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
5.1
mg/1
0.8
Mg/1
21
521 OB -01
2.0
DEMAND (Report one)
CBOD5
na
Na
Na
Na
Na
Na
na
FECAL COLIFORM
2
Col per
1
Col per
21
9222D-97
1
100ml
100 ml
TOTAL SUSPENDED SOLIDS (TSS)
5.6
M /I
0.5
M /I
21
254OD-97
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:
Town of Newport WVVfP, NCO021555
Renewal
White Oak River
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.I. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
27.000 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Town has an ongoing 1/1 identification program Noted defects are repaired Recently completed a CCTV review of
Areas suspected of contributing excessive 1/1 and repairs will be made on defective 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: na
Mailing Address: na
Telephone Number: ( )
Responsibilities of Contractor: na
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 6.6.)
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:
Town of Newport WWTP, NCO021555
Renewal
White Oak River
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: na
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
POLLUTANT
DISCHARGE
ANALYTICAL
ML/MDL
Number of
METHOD
Conc.
Units
Conc.
Units
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
2.40
Mg/I
0.13
Mg/I
60
350.1 112-93
0.1
CHLORINE (TOTAL
24
ug/I
<20
Ug/I
150
10014ULR
10
RESIDUAL, TRC)
DISSOLVED OXYGEN
13.8
Mg/I
9.5
Mg/I
150
SM 250010 G
1
TOTAL KJELDAHL
1.6
Mg/I
1.2
Mg/I
4
351.2 112-93
0.2
NITROGEN (TKN)
NITRATE PLUS NITRITE
24.7
Mg/I
20.0
Mg/I
4
353.2 112-93
0.1
NITROGEN
OIL and GREASE
<5.0
Mg/1
<5.0
Mg/I
4
1664B
5
PHOSPHORUS (Total)
2.6
Mg/I
2.2
Mg/I
4
365.4-74
0.20
TOTAL DISSOLVED SOLIDS
980
Mg/I
880
Mg/I
2
254OC-97
10
(TDS)
OTHER Total Nitrogen
23.7
Mg/I
20.5
Mg/I
4
Calculated
na
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:
Town of Newport WWTP, NCO021555
Renewal
White Oak River
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:
® Part D (Expanded Effluent Testing Data)
® Part E (Toxicity Testing: Biomonitoring Data)
❑ Part F (Industrial User Discharges and RCRA/CERCIA 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 Dennis Barber
Signature %/1YYOJr'1 k 7z
Telephone number [phone]
Date signed
Upon request of the permitting authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina
NPDES FORM 2A Additional Information
27699-1617
RECEIVEDINCDEQIDWR
JAN 17 2017
Water Quality
Permitting Section

FACILITY NAME AND PERMIT NUMBER:
Town of Newport WWTP, NCO021555
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
White Oak River
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 Results attached per conversation with NC DWR (Complete once for each outfall discharging
effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML/MDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
METALS (TOTAL RECOVERABLE), CYANIDE, PHENOLS, AND HARDNESS.
ANTIMONY
ARSENIC
BERYLLIUM
CADMIUM
CHROMIUM
COPPER
LEAD
MERCURY
NICKEL
SELENIUM
SILVER
THALLIUM
ZINC
CYANIDE
TOTAL PHENOLIC
COMPOUNDS
HARDNESS (as CaCO3)
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:
Town of Newport WWTP, NCO021555
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
White Oak River
Outfall number: 001 (results Attached) (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MUMDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
VOLATILE ORGANIC COMPOUNDS
ACROLEIN
ACRYLONITRILE
BENZENE
BROMOFORM
CARBON
TETRACHLORIDE
CHLOROBENZENE
CHLORODIBROMO-
METHANE
CHLOROETHANE
2-CHLOROETHYLVINYL
ETHER
CHLOROFORM
DICHLOROBROMO-
METHANE
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
TRANS-1,2-DICHLORO-
ETHYLENE
1,1-DICHLORO-
ETHYLENE
1,2-DICHLOROPROPANE
1,3-DICHLORO-
PROPYLENE
ETHYLBENZENE
METHYL BROMIDE
METHYL CHLORIDE
METHYLENE CHLORIDE
1,1,2,2 -TETRA-
CHLOROETHANE
TETRACHLORO-
ETHYLENE
TOLUENE
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER:
Town of Newport, NCO021555
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
White Oak River
Outfall number: 001 (results Attached) (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MUMDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
1,1,1 -
TRICHLOROETHANE
1,1,2 -
TRICHLOROETHANE
TRICHLOROETHYLENE
VINYL CHLORIDE
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
2 -CHLOROPHENOL
2,4-DICHLOROPHENOL
2,4 -DIMETHYLPHENOL
4,6-D IN ITRO-O-CRESOL
2,4-DINITROPHENOL
2-NITROPHENOL
4-NITROPHENOL
PENTACHLOROPHENOL
PHENOL
2,4,6 -
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
ACENAPHTHYLENE
ANTHRACENE
BENZIDINE
BENZO(A)ANTHRACENE
BENZO(A)PYRENE
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER:
Town of Newport WWTP, NCO021555
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
White Oak River
Outfall number: 001 (results Attached) (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML/MDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
3,4 BENZO-
FLUORANTHENE
BENZO(GHI)PERYLENE
BENZO(K)
FLUORANTHENE
BIS (2-CHLOROETHOXY)
METHANE
BIS (2-CHLOROETHYL)-
ETHER
BIS (2-CHLOROISO-
PROPYL)ETHER
BIS (2-ETHYLHEXYL)
PHTHALATE
4-13ROMOPHENYL
PHENYLETHER
BUTYL BENZYL
PHTHALATE
2 -CHLORO -
NAPHTHALENE
4-CHLORPHENYL
PHENYLETHER
CHRYSENE
DI -N -BUTYL PHTHALATE
DI-N-OCTYL PHTHALATE
DIBENZO(A,H)
ANTHRACENE
1,2 -DICHLOROBENZENE
1,3 -DICHLOROBENZENE
1,4 -DICHLOROBENZENE
3,3-DICHLORO-
BENZIDINE
DIETHYL PHTHALATE
DIMETHYL PHTHALATE
2,4-DINITROTOLUENE
2,6-DINITROTOLUENE
1,2 -DIPHENYL -
HYDRAZINE
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER:
Town of Newport WWTP, NCO021555
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
White Oak River
Outfall number: 001 (results Attached) (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
MUMDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
FLUORANTHENE
FLUORENE
HEXACHLOROBENZENE
HEXACHLORO-
BUTADIENE
HEXACHLOROCYCLO-
PENTADIENE
HEXACHLOROETHANE
INDENO(1,2,3-CD)
PYRENE
ISOPHORONE
NAPHTHALENE
NITROBENZENE
N-NITROSODI-N-
PROPYLAMINE
N-NITROSODI-
METHYLAMINE
N-NITROSODI-
PHENYLAMINE
PHENANTHRENE
PYRENE
1,2,4-
TRICHLOROBENZENE
Use this space (or a separate sheet) to provide information on other base -neutral compounds requested by the permit writer
�' � i � FT
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:
Town of Newport WWTP, NCO021555
Renewal
White Oak River
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 EA 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.I. Required Tests.
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years.
® chronic 6 ❑ 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:
Town of Newport WWTP, NCO021555
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
White Oak River
Test number: Test number: Test number:
e. Describe the point in the treatment process at which the sample was collected.
Sample was collected:
f. For each test, include whether the test was intended to assess chronic toxicity, acute toxicity, or both
Chronic toxicity
Acute toxicity
g. Provide the type of test performed.
Static
Static-renewal
Flow-through
h. Source of dilution water. If laboratory water, specify type; if receiving water, specify source.
Laboratory water
Receiving water
i. Type of dilution water. If salt water, specify "natural' or type of artificial sea salts or brine used.
Fresh water
Salt water
j. Give the percentage effluent used for all concentrations in the test series.
k. Parameters measured during the test. (State whether parameter meets test method specifications)
pH
Salinity
Temperature
Ammonia
Dissolved oxygen
I. Test Results.
Acute:
Percent survival in 100%
effluent
%
%
oda
LCso
95% C.I.
%
%
%
Control percent survival
%
%
%
Other (describe)
NPDES FORM 2A Additional Information

FACILITY NAME AND PERMIT NUMBER:
Town of Newport VW TP, NCO021555
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
White Oak River
Chronic:
NOEC
%
%
%
IC25
%
%
%
Control percent survival
%
%
%
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:Summary attached Results for the permit required toxicity as well as the second species results have been submitted in
November 2016 Toxicity testing was a new requirement and the ORC was not aware that the results had to be submitted to the
DWR/ESB within 30 days.
Summary of results: (see instructions)
All biomonitoring have been a "Dass" both regular and second species testing Summary attached.
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

Town of Newport
NPDES Renewal #NC0021555
Plant Narrative
The Town of Newport owns and operates a wastewater treatment plant with a capacity of 1.2 million
gallons per day (MGD). The plant is composed of the following treatment processes:
• A head works facility consisting of an influent sampler, a Parshall flume to measure incoming flow, a
main inflow channel with a mechanical bar screen and a grit removal system, and a bypass channel with a
manual bar screen and slide gates to direct flow as needed.
• A 3 MGD (peak) influent pump station with variable frequency drives to lift wastewater up to the
splitter box for the plants oxidation ditches.
• Dual oxidation ditches approximately 0.72 MG in size with dual 75 HP surface aerators on variable
frequency drives. The aerators will be controlled by a programmable logic controller (PLC) and dissolved
oxygen probe. The PLC will continuously monitor the dissolved oxygen in each ditch and adjust the
speed of the surface aerators to maintain optimal dissolved oxygen level while also conserving energy.
• Two clarifiers, each having a diameter of 70 -feet and a side water depth of 13.5 feet.
Equipment within the clarifiers includes a main drive unit, effluent baffles and weirs, a sludge scraper,
scum rake and beech, scum pumps, and telescopic valves connected to the sludge take -off.
• A storage building for dried sludge storage.
• Dual tertiary disc filters. These disc filters accept flow from the two 70' diameter clarifiers, where the
filtered effluent is conveyed to a chlorine contact basin.
• A chlorine contact facility including a chlorine contact basin that utilizes chlorine feed pumps. These
pumps are located next to the chlorine contact basin. A new de -chlorination feed system is installed
adjacent to the chlorine feed equipment in a separate enclosure.
• Post aeration is provided via a blower and dissolved air system. Effluent is conveyed through a gravity
main and effluent Parshall flume to the effluent pumping station.
• The effluent 3- MGD (peak) pump station. This station pumps treated effluent through a 12" outfall to
the discharge point in the Newport River. The flow will utilize a 12 -inch gravity effluent outfall to the
Newport River, and will be conveyed via gravity until the flow reaches the point of capacity of the line.
At this point it will become an effluent force main and the pumps will pump the effluent flow to the
Newport River.

TOWN OF NEWPORT WASTE
WATER TREATMENT PLANT
FLOW SCHEMATIC
m .11- LIARIRER

Quad: Newport
Latitude: 34146'50.3"
Longitude: 76051'51.7"
Stream Class: C
Subbasin: 30503
Receiving Stream: Newport River
8 -Digit HUC: 03020301
NCO021555
Town of Newport
Newport WWTP
Facility�r ,
Location
ORTH SCALE 1:24000

Town of Newport WWTP
NCO021555 — Outfall 001
Supplement to NPDES Permit Renewal
Sludge Management Plan
The Town of Newport operates a 1.2 MGD activated sludge treatment plant. The facility has the
following solids handling process:
• One aerobic sludge digester
• One 1.5 meter belt press
• Four sand drying beds
Thickened wastewater treatment residuals are wasted from the secondary clarifiers to the sludge
digester. In the digester, the solids are stabilized and thickened. When the sludge is properly
stabilized, solids are pumped to the belt press for dewatering. Thickened sludge is stored in the
covered sludge storage building until final disposal via land application.
Dewatered sludge can be stored in the sludge storage building for up to a year if for some reason,
the town is not able to land apply the solids as scheduled. The sand drying beds provide further
back-up if the WWTP needs to remove solids from the digester.

Town of Newport WWTP
NCO021555 — Outfall 001
Supplement to NPDES Permit Renewal
E 4. Summary of Chronic Toxicity Data (previously submitted)
Collection
Date
Start
Date
Sample Type
Test Method
Test Result
4/4/2016
4/5/2016
24 Hour Composite
NC Chronic/Fathead
ChV>100%
4/5/2016
4/6/2016
24 Hour Composite
NC Chronic/Ceriodaphnia
Pass
7/19/2016
7/20/2016
24 Hour Composite
NC Chronic/Ceriodaphnia
Pass
9/12/2016
9/13/2016
24 Hour Composite
NC Chronic/Fathead
ChV>100%
10/3/2016
10/4/2016
24 Hour Composite
NC Chronic/Fathead
ChV>100%
10/4/2016
10/5/2016
24 Hour Composite
NC Chronic/Ceriodaphnia
Pass
1/9/2017
In Process
24 Hour Composite
NC Chronic/Ceriodaphnia
In Process
1/10/2017
In Process
24 Hour Composite
NC Chronic/Fathead
In Process

z.��lii�''�i�jl�`,�'•:.'�I!(�p7ii�i��E,s_� N�£;. j��'L:`�1,+'✓�i..ha
TOWN OF NEWPORT
MR. SCOTTIE ROLLINS
P.O. BOX 1869
NEWPORT ,NC 28570
ID#: 391 C
DATE COLLECTED: 04/14/16
DATE REPORTED : 05/31/16
REVIEWED BY: /----
Effluent
Analysis
Afethod
PARAMETERS
Date Analyst
Code
Ammonia Nitrogen as N, mg/1
0.05
04/19/16
MF
350.1 R2-93
Total Kjeldahl Nitrogen as N,mg/1
1.50
04/18/16
MF
351.2 R2-93
Nitrate -Nitrite as N, mg/l
24.70
04/15/16
AKS
353.2 R2-93
Total Phosphorus as P, mg/l
2.44
04/18/16
RAJ
365.4-74
Oil & Grease (HE&f), ing/l
<5
04/20/16
SEJ
1664B
Phenol, ug/1
<5
04/18/16
SEJ
420.1-78
Total Cyanide, mg/l
<0.005
04/26/16
SEJ
450OCNE-99
Total Hardness, mg/l
309
04/18/16
SDB
2340C-97
Total Dissolved Residue, mg/1
781
04/18/16
KDS
254OC-97
Anthnony, ug/l
<3
04/25/16
LFJ
EPA200.8
Arsenic, ugli
<5.0
05/02/16
MTM
3113B-04
Beryllium, ug/l
1
04/29/16
LFJ
EPA200.7
Cadmium, ug/l
<1.0
04/28/16
MTM
31138-04
Total Chromium, ug/l
<5.0
04/29/16
LFJ
EPA200.7
Copper, ug/l
12
04/29/16
LFJ
EPA200.7
Lead, ug/l
<5.0
04/29/16
I%ffM
3113E-04
Nickel, ug/1
<10
04/29/16
LFJ
EPA200.7
Selenium, ug/1
<10
05/02/16
AITAi
3113B-04
Silver, ug/1
<5.0
04/29/16
LFJ
EPA200.7
Thallium, ug/1
<1
04/25/16
LFJ
EPA200.8
Zinc, ug/l
33
04/29/16
LFJ
EPA200.7
ID#: 391 C
DATE COLLECTED: 04/14/16
DATE REPORTED : 05/31/16
REVIEWED BY: /----

rl A.�a.l .'f 5'?iLj�:'y �i i. ^: ;.falr -� _',,•,� ..�
.:$:i�'a�'v i3
TOWN OF NEWPORT
MR. SCOTTIE ROLLINS
P.O. BOX 1869
NEWPORT, NC 28570
VOLATILE ORGANICS
EPA METHOD 624
ANALYST:
DATE COLLECTED:
DATE ANALYZED:
DATE REPORTED:
PARANIETERS, ug/1
Effluent
1.
Chloromethane
<10.00
2.
Vhiyl Chloride
<10.00
3.
Bromomethane
<10.00
4.
Chloroethane
<10.00
5.
Trichlorofluoromethane
<5,00
6.
1,1-Dichloroethane
<5.00
7.
A4elhylene Chloride
<10.00
8,
trans-1,2-Dichloroethene
<5.00
9.
1,1-Dichloroethene
<5.00
10.
Chloroform
62.40
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
13.60
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.
Etltylbenzene
<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

liii .5
:�.•`' k. ...., }.f f.i! a. .: ;.s Uii ._ j; $..� 4.:.• .. '�..i .,x: L ..._
CLIENT: TOWN OF NEWPORT
MR. SCOTTIE ROLLINS
P.O. BOX 1869
NEWPORT, NC 28570
REVIEWED BY:
SEMIVOLATILE ORGANICS
EPA METHOD 625
CLIENT ID: 391 C
ANALYST: JCT
DATE COLLECTED: 04/14/16
DATE EXTRACTED: 04/18/16
DATE ANALYZED: 05/26/16
DATE REPORTED: 05/31/16
Page: 1
PARAMETERS, ug/l
Effluent
1.
N-Nitrosoduuethylamine
<10.00
2.
Phenol
< 10.00
3.
Bis(2-Chloroethyl) Ether
< 10.00
4.
2 -Chlorophenol
< 10.00
5.
1,3-Dichlorobenzei:e
< 10.00
6.
1,4 -Dichlorobenzene
< 10.00
7.
1,2 -Dichlorobenzene
<10.00
S.
Bis(2-Chloroisopropyl) Ether
<10.00
9.
Hexachloroethane
<10.00
10.
N-Nitrosodi-N-Propylamiue
<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-Dichloroplienol
<10.00
17.
1,2,4-Trichlorobenzene
<10.00
18.
Naphthalene
<10.00
19.
Hexachlorobutadlene
<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.
DimethyIphthalate
< 10.00
26.
2,6-Diuitrotoulene
< 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-2-1%4ethylpl:enol
<50,00
35.
N-Mtrosodiphenylamine
<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.
FIuoranthene
< 10.00
43.
Benzidine
<100.00
44.
Pyrene
<10.00
45.
Butylbenzylphthlate
<10.00
46.
Benzo[alanthracene
< 10.00
47.
3,3-Dichlorobenzad ne
< 10.00
48.
Chrysene
< 10.00
Page: 1

CLIENT: TOWN OF NEWPORT
MR. SCOTTIE ROLLINS
P.O. BOX 1869
NEWPORT, NC 28570
REVIEWED BY:
SEMIVOLATILE ORGANICS
EPA METHOD 625
CLIENT ID: 391 C
ANALYST: JCT
DATE COLLECTED: 04/14/16 Page: 2
DATE EXTRACTED: 04/18/16
DATE ANALYZED: 05/26/16
DATE REPORTED: 05/31/16
PARAIWETERS, ugll
Effluent
49.
Bis(2-Ethylhexyl)phthaiate
<20.00
50.
Di-N%Octvlphthalate
<10.00
51.
Benzo[b]fiuoranthene
<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,lt,flperylene
< 10.00
57.
1,2-Dipltenylhydrazine
<10.00

E u'"J �L��(= @mei ", hea-i"'TF(OW&A
TOWN OF NEWPORT
MR. SCOTTIE ROLLINS
P.O. BOX 1869
NEWPORT ,NC 28570
Effluent Field
PARAMETERS Blank
ID#: 391 C
DATE COLLECTED: 04/13/16
DATE REPORTED : 04/19/16
REVIEWED BY:
Analysis Method
Date Analyst Code
Mercury method 1631E}, ng/1 <1 <1 04/18/16 MTM EPA1631B

TOWN OF NEWPORT
MR. SCOTTIE ROLLINS
P.O. BOX 1869
NEWPORT ,NC 28570
DATE COLLECTED: 07/08/16
DATE REPORTED : 08/01/16
REVIEWED BY:
Effluent
Field Analysis
Method
PARAMETERS
Blank Date
Analyst
Code
Ammonia Nitrogen as N, mg/1
<0.04
07/12/16
RAJ
350.1 122-93
Total Kjeldahl nitrogen as N,mg/l
1.14
07/25/16
RAJ
351.2 112-93
Nitrate -Nitrite as N, iug/l
24.10
07/13/16
AKS
353.2 R2-93
Total Phosphorus as P, mg/1
2.72
07/25/16
AKS
365.4-74
Oil & Grease (HEM), mg/l
<5
07/15/16
SEJ
1664B
Phenol, ug/l
<5
07/21/16
SEJ
420.1-78
Total Cyanide, mg/1
<0.005
07/12/16
SEJ
4500CNE-99
Total Hardness, mg/1
246
07/11/16
SDB
2340C-97
Total Dissolved Residue, mg/1
980
07/12/16
MCS
2540C-97
Antimony, ug/l
<3.0
07/22/16
LFJ
EPA200.8
Arsenic, ug/l
<5.0
07/18/16
MUM
3113B-04
Beryllium, ug/l
<1.0
07/14/16
LFJ
EPA200.7
Cadmium, ug/l
<1.0
07/15/16
MTAI
3113B-04
Total Chromium, ug/l
<5.0
07/14/16
LFJ
EPA200.7
Copper, ug/l
10
07/14/16
LFJ
EPA200.7
Lead, ug/l
<5.0
07/13/16
MUNI
311313-04
Nickel, ug/1
<10
07/14/16
LFJ
EPA200.7
Selenium, ug/l
<10
07/19/16
MTAI
3113B-04
Silver, ug/1
<5.0
07/14/16
LFJ
EPA200.7
Thallium, ug/l
<1.0
07/22/16
LFJ
EPA200.8
Zinc, ug/1
24
07/14/16
LFJ
EPA200.7

-,
m [E{+o
CLIENT: TOWN OF NEWPORT
MR. SCOTTIE ROLLINS
P.O. BOX 1869
NEWPORT, NC 28570
REVIEWED BY: '
VOLATILE ORGANICS
EPA METHOD 624
CLIENT ID: 391 C
ANALYST: MAO
DATE COLLECTED: 07/08/16
DATE ANALYZED: 07/14/16
DATE REPORTED: 08/01/16
PARA141ETERS, ug/l
Effluent
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
<5100
7.
Methylene Chloride
< 10.00
8.
trans-1,2-Dichloroetliene
<5.00
9.
1,1-Dichloroethene
<5.00
10.
Chloroform
80.20
11,
1,1,1= Trichloroethane
<5.00
12.
Carbon Tetrachloride
<5.00
13.
Benzene
<5.00
14,
1,2-Diclllorocthane
<5.00
15.
Trichloroethene
<5.00
16.
1,2-Dichloropropane
<5.00
17.
Bromodiclllgromethane
29.30
18.
2-Chloroetltylvivyl Ether
<5.00
19.
cis-1,3-Diebloropropene
<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.
Dibromoehloromethane
<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.
Acryionitrile
<50.00

CLIENT: TOWN OF NEWPORT
MR. SCOTTIE ROLLINS
P.O. BOX 1869
NEWPORT, NC 28570
REVIEWED BY:
/V SEMIVOLATILE ORGANICS
EPA METHOD 625
CLIENT ID: 391 C
ANALYST: CMC
DATE COLLECTED: 07/08/16
DATE EXTRACTED: 07/11/16
DATE ANALYZED: 07/12/16
DATE REPORTED: 08/01/16
Page: 1
PARANEETE RS, ugli
Effluent
1.
N-Nitrosodiniethylamine
< 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-Dielilorobenzene
<10.00
8.
Bis(2-Cbloroisopropyl) Ether
<10.00
9.
Hexacliloroetl►ane
<10.00
10.
N-Nitrosodi-N-Propylamhae
<10.00
11,
Nitrobenzene
<10.00
12.
Isophorone
< 10.00
13.
2-Nitroplienol
<10.00
14.
2,4 -Dimethylphenol
< 10.00
15,
Bis(2-Chloroethoay) Methane
<10.00
16,
2,4-Dichlorophenol
<10.00
17,
1,2,4 Trichlorobenzene
< 10.00
18.
Naphthalene
< 10.00
19.
Hexachlorobutadlene
<10.00
20.
4-Chloro-3-rvlethylphenoi
<20.00
21,
Hexaehlorocyclopentadiene
<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-Duiltrotoulenc
< 10.00
27.
Acenapl►thene
<10.00
28,
2,4-DuiltrophenoI
<50,00
29.
4-Nitroplienol
<59-00
30,
2,4-Dinitrotoluene
< 10.00
31.
Tluorene
< 10.00
32.
Diethylphthalate
<10.00
33,
4-Chlorophenyl Phenyl Ether
<10.00
34.
4,6-Dhlitro-2-A4etliylphenol
<50.00
35.
N-Nitrosodiphenylamine
< 10.00
36,
4-Bromophenyl Phenyl Ether
<10.00
37.
Hexacidorobenzene
<10-00
38.
Pentachlorophenol
<50.00
39.
Phenanthrene
<10.00
40.
Anthracene
< 10.00
41.
Di-N-Butylphthalate
<10.00
42.
Th:oranthene
< 10.00
43,
Benzidine
<100.00
44.
Pyrene
<10.00
45.
Butylbenzylphthlate
<10.00
46,
Benzo[a]authracene
<10.00
47.
3,3-Dichlorobenzadine
< 10.00
48.
Chrysene
< 10.00
Page: 1

%•lr.�(� ���,�yi^7Jk���f arr f '9j .f�y,.��jt7f rs yXf�f����./rs � j'�,�'� r�=.
�:k�"���.� r 1 r?�� �-r✓+�f-�t� ���{z.��i�f�2t'JF��/',+1�� /�`���rJr t l�j'��
?: �.b C�f`E a.€�8.� `<:� li�•'�!'-t�tV��it)i°��� �4v � '..: `:'r `:�'Y::, r:i�?: '::` ``4:' _`:::` '<::'
CLIENT: TOWN OF NEWPORT
MR. SCOTTIE ROLLINS
P.O. BOX 1869
NEWPORT, NC 28570
REVIEWED BY:
SEMIVOLATILE ORGANICS
EPA METHOD 625
CLIENT ID: 391 C
ANALYST: CMC
DATE COLLECTED: 07/08/16
DATE EXTRACTED: 07/11/16
DATE ANALYZED: 07/12/16
DATE REPORTED: 08/01/16
Page: 2
PARAMETERS, ug/l
Effluent
49.
Bis(2-Ethylhexyl)phthalate
<20.00
50.
Di-N-Octylphthalate
< 10.00
51.
Benzo[b]fluoranthene
< 10.00
52.
BenzoNfluoranthene
< 10.00
53.
Benzo[a]pyrene
< 10.00
54.
Iudeno(1,2,3-C,d)pyrette
< 10.00
55.
Dibeuzo[a,h]antliracene
< 10.00
56.
Benzo[g,li,i]perAene
<10.00
57.
1,2-Dipheny1hydrazine
< 10.00
Page: 2

:{'L �tff� i iilf ipllrj s ; lr 1, Y�ftd ft .E� E;wiLS
TOWN OF NEWPORT
MR. SCOTTIE ROLLINS
P.O. BOX 1869
NEWPORT ,NC 28570
Effluent
PARAMETERS
Mercury (Method 1631E), ng/1 <1
ID#: 391 C
DATE COLLECTED: 07/08/16
DATE REPORTED : 07/21/16
REVIEWED BY:.
Field Analysis Method
Blank Date Analyst Code
<1 07/14/16 MTM EPA1631E
`f
t

�Mw'u oww Flo ImmmmUd
Wan tOWBt®r TD: 10.
P.O. BOX 7085, 114 OAKMONT DRIVE _ PHONE [phone]
GREENVILLE, N.C. 27835-7085 FAX [phone]
ID#: 391 C
TOWN OF NEWPORT
MR. SCOTTIE ROLLINS
P.O. BOX 1869 DATE COLLECTED: 10/25/16
NEWPORT ,NC 28570 DATE REPORTED 12/01/16
REVIEWED BY:
Effluent Analysis Method
PARAMETERS Date Analyst Code
Ammonia Nitrogen as N, mg/l 0.06 10/28/16 MF 350.1 R2-93
Total Kjeldahl Nitrogen as N,mg/l 1.07 10/31/16 AKS 351.2 R2-93
Nitrate -Nitrite as N, mg/l 24.70 10/26/16 MF 353.2 R2-93
Total Phosphorus as P, mg/l 2.66 10/31/16 RAJ 365.4-74
Oil & Grease (HEM), mg/l <5 10/28/16 SEJ 1664B
Phenol, ug/l <5 11/19/16 SEJ 420.1-78
Total Cyanide, mg/l <0.005 10/31/16 SEJ 450OCNE-99
Total Hardness, mg/l 256 10/31/16 SDB 2340C-97
Total Dissolved Residue, mg/l 888 10/26/16 MAR 2540C-97
Antimony, ug/l <3.0 11/15/16 LFJ EPA200.7
Arsenic, ug/l <5.0 11/10/16 MTM 3113B-04
Beryllium, ug/l <1.0 11/04/16 LFJ EPA200.7
Cadmium, ug/1 <1.0 11/03/16 MTM 3113B-04
Total Chromium, ug/l <5.0 11/04/16 LFJ EPA200.7
Copper, ug/l 11 11/08/16 LFJ EPA200.7
Lead, ug/l 21 11/02/16 MTM 3113B-04
Nickel, ug/1 <10 11/04/16 LFJ EPA200.7
Selenium, ug/l <10 11/14/16 MTM 3113B-04
Silver, ug/l <5.0 11/04/16 LFJ EPA200.7
Thallium, ug/l <1.0 11/15/16 LFJ EPA200.8
Zinc, ug/I 18 11/04/16 LFJ EPA200.7

EMWk@MH@M % bw
P.O.70
BOX 85, 114 OAKMONT DR -ME
GREENVILLE, N.C. 27835-7085
CLIENT: TOWN OF NEWPORT
MR. SCOTTIE ROLLINS
P.O. BOX 1869
NEWPORT, NC 28570
REVIEWED BY: -/
TMUd
VOLATILE ORGANICS
EPA METHOD 624
Wastewater SD,v.3.0
PHONE [phone]
FAX [phone]
CLIENT ID: 391 C
ANALYST: MAO
DATE COLLECTED: 10/25/16
DATE ANALYZED: 10/31/16
DATE REPORTED: 12/01/16
PARAMETERS, ug/1
Effluent
1.
Chloromethane
< 10.00
2.
Vinyl Chloride
< 10.00
3.
Bromomethane
< 10.00
4.
Chloroethane
<10.00
S.
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
73.10
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
15.40
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

ElMommm[d % hmpumbd
wastewater M. 1
P.O. 70
BOX 85, 114 OAKMONT DRIVE PHONE [phone]
GREENVILLE, N.C. 27835-7085 FAX [phone]
CLIENT: TOWN OF NEWPORT
MR. SCOTTIE ROLLINS
P.O. BOX 1869
NEWPORT, NC 28570
REVIEWED BY:
a SEMIVOLATILE ORGANICS
EPA METHOD 625
CLIENT ID: 391 C
ANALYST: JAP
DATE COLLECTED: 10/25/16 Page: 1
DATE EXTRACTED: 10/27/16
DATE ANALYZED: 10/28/16
DATE REPORTED: 12/01/16
PARAMETERS, ug/l
Effluent
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.
Huorene
< 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

Emkomml % hmpumUd
P.O. BOX.7085,114.OAKMONT`DRIVE ��� y
GREENVILLE, N.C. 27835-7085
CLIENT: TOWN OF NEWPORT
MR. SCOTTIE ROLLINS
P.O. BOX 1869
NEWPORT, NC 28570
REVIEWED BY:
SEMIVOLATILE ORGANICS
EPA METHOD 625
Wastewater":.SDr 1:0; 1
PHONE [phone]
FAX [phone]
CLIENT ID: 391 C
ANALYST: JAP
DATE COLLECTED: 10/25/16 Page: 2
DATE EXTRACTED: 10/27/16
DATE ANALYZED: 10/28/16
DATE REPORTED: 12/01/16
PARAMETERS, ug/l
Effluent
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

Enw,ummmiM alp hmpughd
tewater SDs 10
P.O. BOX 7085 114 OAKMONT'6RIVE4 PHONE [phone]
GREENVILLE, N.C. 27835-7085 FAX [phone]
TOWN OF NEWPORT
MR. SCOTTIE ROLLINS
P.O. BOX 1869
NEWPORT ,NC 28570
Effluent
PARAMETERS
ID#: 391 C
DATE COLLECTED: 10/25/16
DATE REPORTED : 11/03/16
REVIEWED BY:
Field Analysis Method
Blank Date Analyst Code
Mercury (Method 1631E), ng/1 <1 <1 11/01/16 MTM EPA1631E

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