NC0079057_Renewal Application_20170525

Water Resources
ENVIRONMENTAL OVALITY
May 25, 2017
Mr. Kermit Skinner, Jr
Town Mayor
Town of Manteo
PO Box 246
Manteo, NC 27954
Subject: Request for Expansion
Application No. NCO079057
Manteo WWTP
Dare County
Dear Mr. Skinner:
ROY COOPER
Govern
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on March 24, 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. 15OB-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 at 919-807-6390 or [e-mail].
Sincerely,
?am 7&0va
Wren Thedford
Wastewater Branch
cc: Central Files
NPDES
Washington 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

r W4Vzn
Water and Sewer Department
May 19, 2017
RECEIVED/NCDEWWR
NC DENR / DWQ/ NPDES MAY 2 42017
1617 Mail Service Center Water Quality
Raleigh, NC 27699-1617 Permitting Section
SUBJECT: REQUEST FOR NPDES PERMIT RENEWAL OF TOWN OF MANTEO WWTP
PERMIT No. NCO079057
Manteo WWTP
Dare County
Please take this letter as the official request for the renewal of the Town's Wastewater
Treatment Plant NPDES Permit. All applicable applicant information has been provided in this
packet including this cover letter, the completed application form (EPA FORM 2A, Part A -C) and
our sludge management plan for the facility. Also included are a map of Outfall 001 and process
flow diagram of the WWTP.
We have started our wet tests as required for renewal. The second species toxicity tests will be
finished by August. Tests are scheduled for May 2017 through August 2017. Results will be
provided as they are available.
No physical changes have been made at the plant since the issuance of our last permit.
I am requesting a reduction of monitoring to our NPDES permit from existing permit
frequencies for the parameters BODS, TSS, NH3-N and enterococci to a 2/week minimum
frequency. The Town of Manteo WWTP has met all of the criteria listed in guidance for
approval for each of the requested parameters. No civil penalties have been issued in the last
three years. No daily, weekly or monthly violations have occurred at the WWTP in the last three
years. The WWTP and its employees are not under investigation or have committed criminal
violations in the past five years. I have included sample results for the last three years for the
requested parameters following this cover letter.
Percentages of limit for all parameters are under the 50% criteria. There were two total BODS,
TSS and NH3-N results over the 200% threshold for the last three years, under the limit -of 15.
1

There were two total Enterococci results over the 200% threshold for the last three years,
under the limit of 20. A breakdown of averages and percentages are below:
Three year arithmetic means: Parameter: Result:
BODS (April — October) .499 mg/L
BODS (November - March) .637 mg/L
TSS 6.0 mg/L
NH3-N (April — October) .001 mg/L
NH3-N (November - March) .091 mg/L
Three year geometric mean: Parameter: Result:
Enterococci 2.6 / 100 mL
Percent of limit: Parameter: Result:
BODS (April — October) 2.4%
BODS (November- March) 6.4%
TSS 1.8%
NH3-N (April — October) <1%
NH3-N (November - March) 3.6%
Enterococci 7.4%
I am also requesting a reduction of monitoring for our instream sampling for Outfall 001. We
currently sample 5 locations within Shallowbag bay as required by our permit once a week
during the year and three times per week June, July, August and September. In order to sample,
we must use a boat to get to each of the sample sites. At times during the summer, due to
storms or maintenance requirements to the boat, we have found it difficult to meet that
requirement. The summer months have become cumbersome on scheduling and staff as well
as the fuel cost for maintaining that many days a week. Our results have all come back within
normal ranges. Please consider reducing the summer requirement to once a week as is required
for the remainder of the year.
Sincerely,
Josh O'Brien
Utilities Superintendent
Town of Manteo
PO Box 246
Manteo, NC 27954
[phone] (office)
[phone] (fax)
[e-mail]
2

Town of Manteo WWTP, NC 0079057
NPDDES Sampling Results May 2014 through March 2017
Parameter:
Sampling date:
BODS
TSS
NH3-N
Enterococci
04/01/14
<3
<2.5
<0.1
<1
04/02/14
<3
<2.5
<0.1
<1
04/03/14
<3
<2.5
<0.1
<1
04/08/14
<3
<2.5
<0.1
<1
04/09/14
<3
<2.5
<0.1
<1
04/10/14
<3
<2.5
<0.1
<1
04/15/14
<3
<2.5
<0.1
3
04/16/14
<3
<2.5
<0.1
<1
04/17/14
<3
<2.5
<0.1
<1
04/22/14
<3
<2.5
<0.1
<1
04/23/14
<3
<2.5
<0.1
2
04/24/14
<3
<2.5
<0.1
<1
04/30/14
<3
<2.5
<0.1
<1
05/01/14
<3
<2.5
<0.1
<1
05/02/14
<3
<2.5
<0.1
2
05/06/14
<3
<2.5
<0.1
<1
05/07/14
<3
<2.5
<0.1
<1
05/08/14
<3
<2.5
<0.1
<1
05/13/14
<3
<2.5
<0.1
<1
05/14/14
<3
<2.5
<0.1
<1
05/15/14
<3
<2.5
<0.1
<1
05/20/14
<3
<2.5
<0.1
3
05/21/14
<3
Q.5
<0.1
<1
05/22/14
<3
<2.5
<0.1
<1
05/27/14
<3
<2.5
<0.1
1
05/28/14
<3
<2.5
<0.1
2
05/29/14
<3
<2.5
<0.1
<1
06/03/14
<3
<2.5
<0.1
6
06/04/14
<3
<2.5
<0.1
2
06/05/14
<3
<2.5
<0.1
3
06/10/14
<3
<2.5
<0.1
24
06/11/14
3
<2.5
<0.1
7
06/12/14
3
<2.5
<0.1
10
06/17/14
<3
<2.5
<0.1
2
06/18/14
<3
<2.5
<0.1
7
06/19/14
<3
<2.5
<0.1
18
06/24/14
<3
<2.5
<0.1
14
06/25/14
<3
<2.5
<0.1
1
06/26/14
3
<2.5
<0.1
1
07/01/14
<3
<2.5
<0.1
3
07/02/14
<3
Q.5
<0.1
4
07/03/14
4
<2.5
<0.1
<1
PAGE 1 OF 12
Limits:
Monthly
200%
Limt
Threshold
BODS
5.0 mg/L
10.0 mg/L
(Apr. -Oct.)
BODS
10.0 mg/L
20.0 mg/L
(Nov. - Mar.)
TSS
30.0 mg/L
60.0 mg/L
NH3-N
2.0 mg/L
4.0 mg/L
(Apr. - Oct.)
NH3-N
4.0 mg/L
8.0 mg/L
(Nov. - Mar.)
Enterococci
35 / 100 mL
70 / 100 mL
(geo. mean)

Town of Manteo WWTP, NC 0079057
NPDDES Sampling Results May 2014 through March 2017
Parameter:
Sampling date
BODS
TSS
NH3-N
Enterococci
07/08/14
<3
<2.5
<0.1
1
07/09/14
<3
<2.5
<0.1
19
07/10/14
<3
<2.5
<0.1
5
07/15/14
<3
<2.5
<0.1
<1
07/16/14
<3
<2.5
<0.1
2
07/17/14
<3
<2.5
<0.1
9
07/22/14
<3
<2.5
<0.1
<1
07/23/14
<3
<2.5
<0.1
<1
07/24/14
<3
<2.5
<0.1
<1
07/29/14
<3
<2.5
<0.1
<1
07/30/14
3
<2.5
<0.1
<1
07/31/14
<3
<2.5
<0.1
1
08/05/14
<3
<2.5
<0.1
1
08/06/14
<3
<2.5
<0.1
3
08/07/14
<3
<2.5
<0.1
2
08/12/14
<3
<2.5
0.1
2
08/13/14
<3
<2.5
<0.1
5
08/14/14
<3
<2.5
<0.1
1
08/19/14
<2
<2.5
<0.1
2
08/20/14
<2
<2.5
<0.1
3
08/21/14
20
<2.5
<0.1
4
08/26/14
<3
<2.5
<0.1
1
08/27/14
<3
<2.5
<0.1
30
08/28/14
<3
<2.5
<0.1
<1
09/02/14
<3
<2.5
<0.1
<1
09/03/14
<3
<2.5
<0.1
6
09/04/14
<3
<2.5
<0.1
2
09/09/14
<3
<2.5
<0.1
22
09/10/14
<3
<2.5
<0.1
69
09/11/14
<3
<2.5
<0.1
2
09/12/14
<3
<2.5
<0.1
<1
09/16/14
<3
<2.5
<0.1
2
09/17/14
<3
<2.5
<0.1
<1
09/18/14
<3
<2.5
<0.1
<1
09/23/14
<3
<2.5
<0.1
180
09/24/14
<3
<2.5
<0.1
15
09/25/14
<3
<2.5
<0.1
1
09/30/14
<3
<2.5
<0.1
<1
10/01/14
<3
<2.5
<0.1
<1
10/02/14
<3
<2.5
<0.1
<1
10/07/14
<3
<2.5
<0.1
2
10/08/14
<3
<2.5
<0.1
1
10/09/14
<3
<2.5
<0.1
2
Limits:
Monthly
200%
Limt
Threshold
BODS
5.0 mg/L
10.0 mg/L
(Apr. - Oct.)
BODS
10.0 mg/L
20.0 mg/L
(Nov. - Mar.)
TSS
30.0 mg/L
60.0 mg/L
NH3-N
2.0 mg/L
4.0 mg/L
(Apr. - Oct.)
NH3-N
4.0 mg/L
8.0 mg/L
(Nov. - Mar.)
Enterococci
35 / 100 mL
70 / 100 mL
(geo. mean)
PAGE 2 OF12

Town of Manteo WWTP, NC 0079057
NPDDES Sampling Results May 2014 through March 2017
Parameter:
Sampling date
BODS
TSS
NH3-N
Enterococci
10/14/14
<3
<2.5
<0.1
3
10/15/14
<3
<2.5
<0.1
<1
10/16/14
<5
<2.5
<0.1
<1
10/21/14
<3
<2.5
<0.1
1
10/22/14
<3
Q.5
<0.1
<1
10/23/14
<3
<2.5
<0.1
<1
10/28/14
<3
<2.5
<0.1
1
10/29/14
<3
<2.5
<0.1
<1
10/30/14
<3
<2.5
<0.1
1
11/04/14
<2.5
<2.5
<0.1
1
11/05/14
<2.5
<2.5
<0.1
<1
11/06/14
<2.5
<2.5
<0.1
3
11/11/14
<2
<2.6
<0.1
1
11/12/14
<2
<2.6
<0.1
<1
11/13/14
2
<2.6
<0.1
<1
11/18/14
<2
<2.8
<0.1
<1
11/19/14
<2
<2.7
0.1
<1
11/20/14
<2
<2.6
<0.1
<1
11/24/14
<3
<2.5
<0.1
<1
11/25/14
<3
<2.5
<0.1
<1
11/26/14
<3
<2.5
<0.1
4
12/02/14
<3
<2.5
<0.1
<1
12/03/14
<3
<2.5
<0.1
1 <1
12/04/14
<3
<2.5
<0.1
<1
12/09/14
<3
<2.5
<0.1
<1
12/10/14
<3
<2.5
<0.1
<1
12/11/14
<3
<2.5
<0.1
1
12/16/14
<3
<2.5
<0.1
<1
12/17/14
<3
<2.5
<0.1
<1
12/18/14
<3
<2.5
<0.1
<1
12/22/14
<3
<2.5
<0.1
<1
12/23/14
<3
<2.5
<0.1
<1
12/24/14
<3
<2.5
<0.1
<1
12/29/14
<3
<2.5
<0.1
<1
12/30/14
<3
<2.5
<0.1
<1
12/31/15
<3
<2.5
<0.1
5
01/06/15
<3
<2.5
<0.1
<1
01/07/15
<3
<2.5
<0.1
<1
01/08/15
<3
<2.5
<0.1
<1
01/13/15
<2
<2.5
<0.1
<1
01/14/15
<2
<2.5
<0.1
<1
01/15/15
<2
<2.5
<0.1
<1
PAGE 3OF12
Monthly
200%
Limits:
Limt
Threshold
BODS
5.0 mg/L
10.0 mg/L
(Apr. - Oct.)
BODS
10.0 mg/L
20.0 mg/L
(Nov. - Mar.)
TSS
30.0 mg/L
60.0 mg/L
NH3-N
2.0 mg/L
4.0 mg/L
(Apr. - Oct.)
NH3-N
4.0 mg/L
8.0 mg/L
(Nov. - Mar.)
Enterococci
35 / 100 mL
70 / 100 mL
(geo. mean)

Town of Manteo WWTP, NC 0079057
NPDDES Sampling Results May 2014 through March 2017
Parameter:
BODS
TSS
NH3-N
Enterococci
Sampling date
01/20/15
<2
<2.5
<0.1
<1
01/21/15
4
<2.5
<0.1
<1
01/22/15
<2
<2.5
<0.1
<1
01/27/15
<2
<2.5
<0.1
2
01/28/15
<2
<2.5
<0.1
<1
01/29/15
<2
<2.5
<0.1
<1
02/03/15
<2
<2.5
<0.1
<1
02/04/15
<2
<2.5
<0.1
<1
02/05/15
<2
<2.5
0.1
<1
02/10/15
5
<2.8
<0.1
<1
02/11/15
3
<2.8
<0.1
1
02/12/15
<2
<2.7
<0.1
<1
02/17/15
2
<2.5
<0.1
<1
02/18/15
<2
<2.5
<0.1
<1
02/19/15
7
<2.5
<0.1
<1
02/24/15
2
<2.5
0.2
<1
02/25/15
<2
<2.5
0.2
<1
02/26/15
<2
<2.5
0.2
<1
03/03/15
<2
<2.5
0.2
<1
03/04/15
<2
<2.5
0.2
1
03/05/15
2
<2.5
0.1
<1
03/10/15
<2
<2.5
0.1
<1
03/11/15
<2
<2.5
0.1
<1
03/12/15
<2
<2.5
<0.1
<1
03/17/15
<2
<2.5
<0.1
<1
03/18/15
<2
<2.5
<0.1
<1
03/19/15
<2
<2.5
<0.1
<1
03/24/15
<2
<2.5
<0.1
1
03/25/15
<2
<2.5
<0.1
<1
03/26/15
<2
<2.5
<0.1
<1
03/31/15
<2
<2.5
<0.1
<1
04/01/15
<2
<2.5
<0.1
<1
04/02/15
<2
<2.5
<0.1
<1
04/07/15
<2
<2.5
<0.1
<1
04/08/15
<2
<2.5
<0.1
<1
04/09/15
<2
1 <2.5
0.1
<1
04/14/15
2
<2.5
<0.1
3
04/15/15
<2
<2.5
<0.1
<1
04/16/15
<2
<2.5
<0.1
<1
04/21/15
2
<2.5
<0.1
1
04/22/15
2
<2.5
<0.1
1
04/23/15
<2
<2.5
1 <0.1
<1
PAGE 4 OF 12
Limits:
Monthly
200%
Limt
Threshold
BODS
5.0 mg/L
10.0 mg/L
(Apr. - Oct.)
BODS
10.0 mg/L
20.0 mg/L
(Nov. - Mar.)
TSS
30.0 mg/L
60.0 mg/L
NH3-N
2.0 mg/L
4.0 mg/L
(Apr. - Oct.)
NH3-N
4.0 mg/L
8.0 mg/L
(Nov. - Mar.)
Enterococci
35 / 100 mL
70 / 100 mL
(geo. mean)

Town of Manteo WWTP, NC 0079057
NPDDES Sampling Results May 2014 through March 2017
Parameter:
Sampling date
BODS
TSS
INH3-N
Enterococci
04/28/15
2
<2.5
<0.1
<1
04/29/15
<2
<2.5
<0.1
<1
04/30/15
<2
<2.5
<0.1
<1
05/05/15
2
<2.5
<0.1
<1
05/06/15
<2
<2.5
<0.1
2
05/07/15
<2
<2.5
<0.1
1
05/12/15
<2
<2.5
<0.1
3
05/13/15
<2
<2.5
<0.1
2
05/14/15
<2
<2.5
<0.1
<1
05/19/15
4
<2.5
<0.1
1
05/20/15
<2
<2.5
<0.1
<1
05/21/15
<2
<2.5
<0.1
<1
05/26/15
<2
<2.5
<0.1
<1
05/27/15
<2
<2.5
<0.1
1
05/28/15
<2
<2.5
<0.1
<1
06/02/15
<2
Q.5
<0.1
1
06/03/15
<2
<2.5
<0.1
8
06/04/15
<2
<2.5
<0.1
3
06/09/15
2
<2.6
<0.1
<1
06/10/15
<2
<2.7
<0.1
6
06/11/15
<2
<2.6
<0.1
6
06/16/15
2
<2.6
<0.1
1
06/17/15
2
<2.8
<0.1
5
06/18/15
<2
<2.6
<0.1
4
06/23/15
2
<2.5
<0.1
<1
06/24/15
<2
<2.5
<0.1
<1
06/25/15
<2
<2.5
<0.1
<1
06/30/15
2
<2.5
<0.1
<1
07/01/15
<2
<2.5
<0.1
<1
07/02/15
<2
<2.5
<0.1
3
07/07/15
3
<2.5
<0.1
1
07/08/15
<2
<2.5
<0.1
48
07/09/15
<2
<2.5
<0.1
<1
07/14/15
<2
<2.5
<0.1
<1
07/15/15
<2
<2.5
<0.1
1
07/16/15
<2
<2.5
1 <0.1
1
07/21/15
2
<2.5
<0.1
<1
07/22/15
<2
<2.5
<0.1
9
07/23/15
<2
<2.5
<0.1
<1
07/28/15
2
<2.6
<0.1
<1
07/29/15
2
<2.6
<0.1
2
07/30/15
<2
<2.8
<0.1
20
PAGE 5 OF 12
Limits:
Monthly
200%
Limt
Threshold
BODS
5.0 mg/L
10.0 mg/L
(Apr. - Oct.)
BODS
10.0 mg/L
20.0 mg/L
(Nov. - Mar.)
TSS
30.0 mg/L
60.0 mg/L
NH3-N
2.0 mg/L
4.0 mg/L
(Apr. - Oct.)
NH3-N
4.0 mg/L
8.0 mg/L
(Nov. - Mar.)
Enterococci
35 / 100 mL
70 / 100 mL
(geo. mean)

Town of Manteo WWTP, NC 0079057
NPDDES Sampling Results May 2014 through March 2017
Parameter:
Sampling date
BODS
TSS
NH3-N
Enterococci
08/04/15
<2
<2.5
0.1
2
08/05/15
<2
Q.5
<0.1
3
08/06/15
<2
<2.5
<0.1
3
08/11/15
<2
<2.5
<0.1
1
08/12/15
<2
<2.5
<0.1
3
08/13/15
<2
<2.5
<0.1
<1
08/18/15
<2
<2.5
<0.1
<1
08/19/15
<2
<2.5
<0.1
1
08/20/15
<2
<2.5
<0.1
1
08/25/15
3
<2.6
<0.1
<1
08/26/15
<2
<2.7
<0.1
4
08/27/15
3
<2.7
<0.1
<1
09/01/15
<2
<2.5
0.1
<1
09/02/15
<2
<2.5
<0.1
<1
09/03/15
<2
<2.5
<0.1
<1
09/08/15
<2
<2.5
<0.1
<1
09/09/15
<2
<2.5
<0.1
<1
09/10/15
<2
<2.5
<0.1
<1
09/15/15
<2
<2.5
<0.2
<1
09/16/15
4
<2.5
<0.2
<1
09/17/15
<2
<2.5
<0.2
<1
09/22/15
<2
<2.5
<0.2
5
09/23/15
<2
<2.5
<0.2
2
09/24/15
<2
Q.5
<0.2
2
09/29/15
<2
<2.5
<0.2
<1
09/30/15
<2
<2.5
<0.2
<1
10/01/15
<2
<2.5
<0.2
<1
10/06/15
<2
<2.5
<0.2
1
10/07/15
<2
<2.5
<0.2
1
10/08/15
3
<2.5
<0.2
<1
10/13/15
<2
<2.5
<0.2
<1
10/14/15
2
<2.5
<0.2
<1
10/15/15
<2
<2.5
<0.2
<1
10/20/15
<2
<2.5
<0.2
<1
10/21/15
<2
<2.5
<0.2
<1
10/22/15
<2
<2.5
<0.2
1
10/27/15
<2
<2.5
<0.2
1
10/28/15
<2
<2.5
<0.2
1
10/29/15
<2
<2.5
<0.2
<1
11/03/15
<2
<2.5
<0.2
1
11/04/15
<2
<25
<0.2
14
11/05/15
2
<2.5
<0.2
2
PAGE 6OF12
Limits:
Monthly
200%
Limt
Threshold
BODS
5.0 mg/L
10.0 mg/L
(Apr. - Oct.)
BODS
10.0 mg/L
20.0 mg/L
(Nov. - Mar.)
TSS
30.0 mg/L
60.0 mg/L
NH3-N
2.0 mg/L
4.0 mg/L
(Apr. - Oct.)
NH3-N
4.0 mg/L
8.0 mg/L
(Nov. - Mar.)
Enterococci
35 / 100 mL
70 / 100 mL
(geo. mean)

Town of Manteo WWTP, NC 0079057
NPDDES Sampling Results May 2014 through March 2017
Parameter:
Sampling date
BODS
TSS
NH3-N
Enterococci
11/10/15
4
<2.5
<0.2
1
11/11/15
<2
<2.5
<0.2
<1
11/12/15
<2
<2.5
<0.2
<1
11/17/15
<2
<2.6
<0.2
2
11/18/15
<2
<2.6
<0.2
7
11/19/15
<2
<2.7
<0.2
14
11/23/15
<2
<2.5
<0.2
3
11/24/15
<2
<2.5
<0.2
2
11/25/15
<2
<2.5
<0.2
3
12/01/15
<2
<2.5
<0.2
<1
12/02/15
<2
<2.5
0.7
<1
12/03/15
<2
<2.5
<0.2
<1
12/08/15
<2
<2.5
<0.2
<1
12/09/15
<2
<2.5
<0.2
<1
12/10/15
<2
<2.5
<0.2
<1
12/15/15
<2
<2.5
<0.2
<1
12/16/15
<2
6
<0.2
<1
12/17/15
<2
<2.5
<0.2
<1
12/21/15
<2
<2.5
<0.2
<1
12/22/15
<2
<2.5
<0.2
<1
12/23/15
<2
<2.5
<0.1
<1
12/28/15
<2
<2.5
<0.1
<1
12/29/15
<2
<2.5
<0.2
<1
12/30/15
<2
<2.5
<0.2
<1
01/05/16
<2
<2.5
<0.2
<1
01/06/16
<2
<2.5
<0.2
<1
01/07/16
<2
<2.5
<0.2
<1
01/12/16
<2
<2.5
<0.2
<1
01/13/16
3
<2.5
<0.2
<1
01/14/16
<2
<2.5
<0.2
<1
01/19/16
<2
<2.5
<0.2
<1
01/20/16
2
<2.5
<0.2
<1
01/21/16
<2
<2.5
<0.2
1
01/26/16
<2
<2.5
<0.2
<1
01/27/16
<2
<2.5
<0.2
<1
01/28/16
2
<2.5
<0.2
<1
02/02/16
<2
<2.5
<0.2
1
02/03/16
<2
Q.5
<0.2
2
02/04/16
<2
<2.5
<0.2
1
02/09/16
3
<2.5
<0.2
<1
02/10/16
2
<2.5
<0.2
<1
02/11/16
<2
<2.5
<0.2
<1
PAGE 7OF12
Limits:
Monthly
200%
Limt
Threshold
BODS
5.0 mg/L
10.0 mg/L
(Apr. - Oct.)
BODS
10.0 mg/L
20.0 mg/L
(Nov. - Mar.)
TSS
30.0 mg/L
60.0 mg/L
NH3-N
2.0 mg/L
4.0 mg/L
(Apr. - Oct.)
NH3-N
4.0 mg/L
8.0 mg/L
(Nov. - Mar.)
Enterococci
35 / 100 mL
70 / 100 mL
(geo. mean)

Town of Manteo WWTP, NC 0079057
NPDDES Sampling Results May 2014 through March 2017
Parameter:
Sampling date
BODS
TSS
NH3-N
Enterococci
02/16/16
<2
<2.5
<0.2
1
02/17/16
<2
<2.5
0.5
<1
02/18/16
<2
<2.5
0.7
<1
02/23/16
<2
<2.5
<0.2
<1
02/24/16
<2
<2.5
<0.2
2
02/25/16
<2
<2.5
<0.2
1
03/01/16
5
<2.5
<0.2
6
03/02/16
<2
<2.5
<0.2
8
03/03/16
<2
<2.5
<0.2
<1
03/08/16
<2
<2.5
<0.2
<1
03/09/16
<2
<2.5
<0.2
1
03/10/16
2
<2.5
<0.2
3
03/15/16
3
<2.6
<0.2
2
03/16/16
<2
<2.7
1.3
2
03/17/16
2
<2.8
<0.2
<1
03/22/16
<2
<2.7
<0.2
<1
03/23/16
<2
<2.8
10.9
<1
03/24/16
2
<2.7
<0.2
<1
03/29/16
<2
<2.7
<0.2
<1
03/30/16
2
<2.7
<0.2
<1
03/31/16
2
<2.7
0.4
2
04/05/16
<2
<2.5
<0.2
3
04/06/16
<2
<2.5
<0.2
2
04/07/16
2
<2.5
<0.2
19
04/12/16
<2
<2.6
<0.2
<1
04/13/16
8
<2.6
<0.2
5
04/14/16
4
<2.7
<0.2
12
04/19/16
<2
<2.6
<0.2
1
04/20/16
<2
<2.6
<0.2
9
04/21/16
2
<2.7
<0.2
3
04/26/16
<2
<2.6
<0.2
3
04/27/16
<2
<2.7
<0.2
<1
04/28/16
<2
<2.6
<0.2
4
05/03/16
<2
<2.5
<0.2
5
05/04/16
<2
<2.5
<0.2
<1
05/05/16
2
<2.5
<0.2
<1
05/10/16
<2
<2.5
<0.2
4
05/11/16
<2
<2.5
<0.2
<1
05/12/16
<2
<2.5
<0.2
4
05/17/16
<2
<2.5
<0.2
1
05/18/16
<2
<2.5
<0.2
<1
05/19/16
2
<2.5
<0.2
<1
PAGE 8 OF 12
Limits:
Monthly
200%
Limt
Threshold
BODS
5.0 mg/L
10.0 mg/L
(Apr. - Oct.)
BODS
10.0 mg/L
20.0 mg/L
(Nov. - Mar.)
TSS
30.0 mg/L
60.0 mg/L
NH3-N
2.0 mg/L
4.0 mg/L
(Apr. - Oct.)
NH3-N
4.0 mg/L
8.0 mg/L
(Nov. - Mar.)
Enterococci
35 / 100 mL
70 / 100 mL
(geo. mean)

Town of Manteo WWTP, NC 0079057
NPDDES Sampling Results May 2014 through March 2017
Parameter:
Sampling date
BODS
TSS
NH3-N
Enterococci
05/24/16
2.6
<2.5
<0.2
<1
05/25/16
<2
1 <2.5
<0.2
1
05/26/16
<2
<2.5
<0.2
3
05/31/16
<2
<2.5
<0.2
78
06/01/16
2
<2.8
<0.2
2
06/02/16
2
<2.6
<0.2
7
06/07/16
<2
<2.5
<0.2
7
06/08/16
<2
<2.5
<0.2
<1
06/09/16
<2
<2.5
<0.2
<1
06/14/16
<2
<2.5
<0.2
<1
06/15/16
<2
Q.5
<0.2
<1
06/16/16
4
<2.5
<0.2
<1
06/21/16
<2
<2.5
<0.2
<1
06/22/16
<2
<2.5
<0.2
1
06/23/16
3
<2.5
<0.2
<1
06/28/16
<2
<2.5
<0.2
<1
06/29/16
<2
<2.5
<0.2
3
06/30/16
<2
<2.5
<0.2
2
07/05/16
2
<2.5
<0.2
3
07/06/16
<2
<2.5
<0.2
<1
07/07/16
<2
<2.5
<0.2
5
07/12/16
<2
<2.5
<0.2
<1
07/13/16
<2
<2.5
<0.2
<1
07/14/16
3
<2.5
<0.2
2
07/19/16
3
<2.5
<0.2
2
07/20/16
2
<2.5
<0.2
1
07/21/16
2
<2.5
<0.2
<1
07/26/16
<2
<2.5
<0.2
1
07/27/16
<2
<2.5
<0.2
20
07/28/16
<2
<2.5
<0.2
1
08/02/16
<2
<2.6
<0.2
1
08/03/16
<2
<2.6
<0.2
1
08/04/16
<2
<2.6
<0.2
<1
08/08/16
<2
<2.5
<0.2
2
08/10/16
<2
<2.5
<0.2
7
08/11/16
<2
<2.5
<0.2
1
08/16/16
2
<2.5
<0.2
1
08/17/16
<2
<2.5
<0.2
1
08/18/16
<2
<2.5
<0.2
<1
08/23/16
2
<2.5
<0.2
14
08/24/16
<2
<2.5
<0.2
5
08/25/16
<2
<2.5
<0.2
3
PAGE 9OF12
Limits:
Monthly
200%
Limt
Threshold
BODS
5.0 mg/L
10.0 mg/L
(Apr. -Qct.)
BODS
10.0 mg/L
20.0 mg/L
(Nov. - Mar.)
TSS
30.0 mg/L
60.0 mg/L
NH3-N
2.0 mg/L
4.0 mg/L
(Apr. - Oct._)
NH3-N
4.0 mg/L
8.0 mg/L
(Nov. - Mar.)
Enterococci
35 / 100 mL
70 / 100 mL
(geo. mean)

Town of Manteo WWTP, NC 0079057
NPDDES Sampling Results May 2014 through March 2017
Parameter:
Sampling date
BODS
TSS
NH3-N
Enterococci
08/30/16
<2
<2.5
<0.2
4
08/31/16
<2
<2.5
<0.2
2
09/01/16
<2
<2.6
<0.2
4
09/06/16
<2
<2.5
<0.2
2
09/07/16
<2
<2.5
<0.2
2
09/08/16
<2
<2.5
<0.2
2
09/13/16
<2
<2.5
<0.2
1
09/14/16
<2
<2.5
<0.2
6
09/15/16
<2
<2.5
<0.2
2
09/20/16
<2
<2.5
<0.2
13
09/21/16
<2
<2.5
<0.2
13
09/22/16
<2
<2.5
<0.2
2
09/27/16
<2
<2.5
<0.2
<1
09/28/16
<2
<2.5
<0.2
<1
09/29/16
<2
<2.5
<0.2
<1
10/04/16
<2
<2.5
<0.2
<1
10/05/16
<2
<2.5
<0.2
<1
10/06/16
3
<2.5
<0.2
1
10/12/16
2
<2.5
<0.2
1
10/13/16
<2
<2.5
<0.2
5
10/14/16
<2
<2.5
<0.2
2
10/18/16
<2
<2.5
<0.2
2
10/19/16
<2
<2.5
<0.2
1
10/20/16
<2
<2.5
<0.2
<1
10/25/16
<2
<2.5
<0.2
<1
10/26/16
<2
<2.5
<0.2
1
10/27/16
<2
<2.5
<0.2
<1
11/01/16
<2
<2.5
<0.2
<1
11/02/16
<2
<2.5
<0.2
<1
11/03/16
<2
<2.5
<0.2
<1
11/08/16
3
<2.5
<0.2
<1
11/09/16
<2
<2.5
<0.2
<1
11/10/16
2
<2.5
<0.2
<1
11/15/16
<2
<2.5
<0.2
<1
11/16/16
<2
<2.5
<0.2
<1
11/17/16
2
<2.5
<0.2
<1
11/21/16
<2
<2.5
<0.2
<1
11/22/16
<2
<2.5
<0.2
<1
11/23/16
<2
<2.5
<0.2
6
11/29/16
3
<2.5
<0.2
<1
11/30/16
2
<2.5
<0.2
<1
12/01/16
2
<25
<0.2
<1
PAGE 10 OF 12
Limits:
Monthly
200%
Limt
Threshold
BODS
5.0 mg/L
10.0 mg/L
(Apr. - Oct.)
BODS
10.0 mg/L
20.0 mg/L
(Nov. - Mar.)
TSS
30.0 mg/L
60.0 mg/L
NH3-N
2.0 mg/L
4.0 mg/L
(Apr. - Oct.)
NH3-N
4.0 mg/L
8.0 mg/L
(Nov. -Mar.)
Enterococci
35 / 100 mL
70 / 100 mL
(geo. mean)

Town of Manteo WWTP, NC 0079057
NPDDES Sampling Results May 2014 through March 2017
Parameter:
Sampling date
BODS
TSS
NH3-N
Enterococci
12/06/16
3
<2.5
<0.2
<1
12/07/16
3
<2.5
<0.2
<1
12/08/16
3
<2.5
<0.2
<1
12/13/16
2
<2.5
<0.2
<1
12/14/16
2
<2.5
<0.2
<1
12/15/16
<2
<2.5
<0.2
<1
12/20/16
4
<2.5
<0.2
1
12/21/16
2-
<2.5
<0.2
<1
12/22/16
2
<2.5
1.1
<1
12/27/16
2
<2.5
<0.2
<1
12/28/16
3
<2.5
<0.2
<1
12/29/16
<2
<2.5
<0.2
1
01/03/17
<2
<2.5
<0.2
<1
01/04/17
<2
<2.5
0.2
<1
01/05/17
<2
<2.5
0.2
<1
01/10/17
<2
<2.5
<0.2
<1
01/11/17
<2
<2.5
<0.1
2
01/12/17
<2
<2.5
<0.1
<1
01/17/17
<2
<2.5
<0.2
1
01/18/17
<2
<2.5
<0.1
1
01/19/17
<2
<2.5
<0.1
<1
01/24/17
<2
<2.5
<0.2
<1
01/25/17
<2
<2.5
<0.2
<1
01/26/17
<2
<2.5
<0.2
<1
01/31/17
2
<2.5
<0.2
<1
02/01/17
<2
<2.5
<0.2
<1
02/02/17
<2
<2.5
<0.2
<1
02/07/17
<2
<2.5
<0.2
<1
02/08/17
2
<2.5
<0.2
<1
02/09/17
2
<2.5
<0.2
1
02/14/17
3
<2.5
<0.2
1 <1
02/15/17
5
<2.5
<0.2
<1
02/16/17
<2
<2.5
<0.2
<1
02/21/17
<2
<2.5
<0.2
<1
02/22/17
<2
<2.5
<0.2
<1
02/23/17
<2
-
<2.5
<0.2
<1
02/28/17
<2
<2.5
<0.1
<1
03/01/17
<2
<2.5
<0.1
<1
03/02/17
<2
<2.5
<0.1
<1
03/07/17
<2
<2.5
<0.2
<1
03/08/17
2
<2.5
<0.1
<1
03/09/17
<2
<2.5
<0.1
<1
PAGE 11 OF 12
Limits:
Monthly
200%
Limt
Threshold
BODS
5.0 mg/L
10.0 mg/L
(Apr. - Oct.)
BODS
10.0 mg/L
20.0 mg/L
(Nov. - Mar.)
TSS
30.0 mg/L
60.0 mg/L
NH3-N
2.0 mg/L
4.0 mg/L
(Apr. - Oct.)
NH3-N
4.0 mg/L
8.0 mg/L
(Nov. - Mar.)
Enterococci
35 / 100 mL
70 / 100 mL
(geo. mean)

Town of Manteo WWTP, NC 0079057
NPDDES Sampling Results May 2014 through March 2017
Parameter:
Sampling date
BODS
TSS
NH3-N
Enterococci
03/14/17
<2
<2.5
<0.1
<1
03/15/17
<2
<2.5
<0.1
<1
03/16/17
2
<2.5
<0.1
<1
03/21/17
<2
<2.5
<0.2
<1
03/22/17
<2
<2.5
<0.1
1
03/23/17
<2
<2.5
<0.1
<1
03/28/17
<2
<2.5
<0.2
4
03/29/17
<2
<2.5
<0.1
1
03/30/17
2
<2.5
<0.1
<1
Parameter:
BODS
TSS
NH3-N
Enterococci
Averages:
3 -year ar. Mean
5.0 mg/L
6.0
(Apr. - Oct.)
3 -year ar. Mean
(Apr. - Oct.)
0.499
X
0.001
(Nov. - Mar.)
3 -year ar. Mean
(Nov. - Mar.)
0.637
X
0.091
60.0 mg/L
3 -year geo. Mean
2.0 mg/L
4.0 mg/L
(Apr. - Oct.)
2.6
% of limit
(Apr. -Oct.)
2.4
X
<0.1
(Nov. - Mar.)
% of limit
(Nov. - Mar.)
6.4
x
3.6
70 / 100 mL
% of limit
=1.8
7.4
PAGE 12 OF 12
Limits:
Monthly
200%
Limt
Threshold
BODS
5.0 mg/L
10.0 mg/L
(Apr. - Oct.)
BODS
10.0 mg/L
20.0 mg/L
(Nov. - Mar.)
TSS
30.0 mg/L
60.0 mg/L
NH3-N
2.0 mg/L
4.0 mg/L
(Apr. - Oct.)
NH3-N
4.0 mg/L
8.0 mg/L
(Nov. - Mar.)
Enterococci
35 / 100 mL
70 / 100 mL
(geo. mean)

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Mantes WWTP, NCO079057 Renewal Pasquotank
FORM.M.
2A PDES FORM 2A APPLICATION OVERVIEW
NPDES
APPLICATION OVERVIEW
Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet
and a "Supplemental Application Information" packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A8. 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 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges
and RCRA/CERCLA Wastes). SIUs are defined as:
1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations (CFR) 403.6 and
40 CFR Chapter I, Subchapter N (see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain
exclusions); or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant; or
C. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 1 of 22

FACILITY NAME AND PERMIT NUMBER:
Town of Manteo VUWTP, NCO079057
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 Manteo WWTP
Mailing Address PO Box 246
(not P.O. Box) Manteo. NC 27954
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name
Mailing Address
Contact Person
Title
Telephone Number r i,.
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 NCO079057 PSD
UIC Other
RCRA _ Other
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
Manteo Collection System
Total population served 1540
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 8 7550-22. Page 2 of 22
Manteo NC 27954
Contact Person
Joshua O'Brien
Title
Utilities Suberintendent
Telephone Number
[phone]
Facility Address
710 6owsertown Rd.
(not P.O. Box) Manteo. NC 27954
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name
Mailing Address
Contact Person
Title
Telephone Number r i,.
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 NCO079057 PSD
UIC Other
RCRA _ Other
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
Manteo Collection System
Total population served 1540
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 8 7550-22. Page 2 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Manteo WWTP, NCO079057 i
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 No
A.B. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12 -month time period
with the 12th month of "this year" occurring no more than three months prior to this application submittal.
a. Design flow rate mgd
Two Years_Akq Last Year This Year
b. Annual average daily flow rate .255 .242
C. Maximum daily flow rate .491 .636
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 %
A.B. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? 17 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
iii. Combined sewer overflow points
iv. Constructed emergency overflows (prior to the headworks)
V. Other
b. Does the treatment works discharge effluent to basins, ponds, or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? Yes
If yes, provide the following for each surface imaoundment:
C.
Location
Annual average daily volume discharge to surface impoundment(s)
Is discharge continuous or intermittent?
Does the treatment works land -apply treated wastewater?
If yes, provide the following for each land application site:
Location:
Number of acres:
No
mgd
Yes ® No
Annual average daily volume applied to site: 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
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 3 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Manteo WWTP, N00079057 Renewal Paaqulotank
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).
e.
If transport is by a party other than the applicant, provide:
Transporter Name
Mailing Address
Contact Person
Title
Telephone Number i
For each treatment works that receives this discharge, provide the following:
Name
Mailing Address
Contact Person
Title
Telephone Number
If known, provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility.
Does the treatment works discharge or dispose of its wastewater in a manner not included
in A8. through A.8.d above (e.g., underground percolation, well injection):
If yes, provide the following for each disposal method:
Description of method (including location and size of site(s) if applicable):
Annual daily volume disposed by this method: _
Is disposal through this method continuous or ❑ intermittent?
mgd
❑ Yes ® No
EPA Form 3510-2A (Rev. 1-98). Replaces EPA forms 7550-6 & 7550-22. Page 4 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Manteo I VVTP, NCO079057 Renewal Pasquotank
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 Town of Manteo 27954
(City or town, if applicable) (Zip Code)
(County)
(Latitude)
C. Distance from shore (if applicable)
d. Depth below surface (if applicable)
e. Average daily flow rate
f. Does this outfall have either an intermittent or a periodic discharge?
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)
(State)
(Longitude)
3.600 ft.
11 ft.
mgd
❑ Yes ® No (go to A.9.g.)
mgd
United States Soil Conservation Service 14 -digit watershed code (if known):
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 cis chronic
e. Total hardness of receiving stream at critical low flow (if applicable):
Yes No
cfs
mg/I of CaCO3
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 5 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Manteo WWTP, N00079057 Renewal Pasquotank
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
C_J Primary Secondary
❑ Advanced Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal
Design SS removal
Design P removal
Design N removal
9t;
Other
C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Sodium Hypochlorite Liquid Disinfection
If disinfection is by chlorination is dechlorination used for this outfall? A Yes ❑ No
j Does the treatment plant have post aeration9 ® 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 UrforrnaUon reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QAIQC requirements of
40 CFR Part 136 and other appropriate QAIQC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data most be based on at least three samples and must be no more than four and one-half years apart.
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 6 of 22
MAXIMUM DAILY
AVERAGE
DAILY VALUE
PARAMETER
Value
.-VALUE
Units
Value Units
Number of Samples
pH (Minimum)
7.4
S.U.
pH (Maximum)
7.9
S.U.
Flow Rate
.636
MGD
.242
MGD
Apr. 2016 — Mar. 2017
Temperature (Winter)
19.7
C
15.6
C
Apr. 2016 — Mar. 2017
Temperature (Summer)
30.3 C 27,3 C
IApr. 2016 — Mar. 2017
For F_H please reeort a minimum and a maximum daily value
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
DISCHARGE
POLLUTANT
ML/MDL
METHOD
Conc. Units Conc. Units Number of
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN BOD5
8 mg/L .72 mg/L APR2016-
MAR2017
SM 9 5210-B 2 m /L
DEMAND (Report one)
CBODS
ENTEROCOCCI (GEOMETRIC MEAN) 20 #/100m1 1.51 #/100m1
EPA 1600 1 colony/100
A�n�i
MI
TOTAL SUSPENDED SOLIDS (TSS)X2_,5
mg/L <2.5 mg/L MA�017
SM 2540 D 2.5 mg/L
END OF PART A.
REFER TO THE APPLICATION
OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 6 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Manteo WWTP, NCO079057 Renewal Pasquotank
L�
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.
10,000 _. gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Video and smoke testinn for W. Daily SCADA monitoring for each liftstation along with rain gauge. We use manhole
Inserts in pro—, . We investigate and fix problems as we find them.
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 Y4 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. Aiso provide a water balance showing all treatment units, including disinfection (e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
BA. 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 contractors responsibilities (attach additional
pages if necessary).
Name:
B.5.
Mailing Address:
Telephone Number.
Responsibilities of Contractor.
Scheduled improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the
treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question B.5
for each. (if none, go to question B.6.)
a. List the outfall number (assigned in question A.9) for each outfall that is covered by this implementation schedule.
b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies.
Yes No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 7 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED:
Town of Manteo WWTP, NCO079057 Renewal
C. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
RIVER BASIN:
Pasquotank
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below, as
applicable. For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MM/DD/YYYY MM/DD/YYYY
- Begin Construction I I I l
- 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 throu4h which effluent is discharpeed. fro 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 roust comply with QAIQC 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:
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550.6 & 7550.22. Page 8 of 22
MAXIMUM DAILY
AVERAGE ERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
ML/MDL
III
I
Number of METHOD
p Conc.
Units
Conc. Units Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
<0.2
mg/L
<0.2
mg/L
3
SM 4500 NH3 D
.2 mg/L
CHLORINE (TOTAL
RESIDUAL, TRC)
e10
uglL
<10
ug/L
Apr. 2016—
Mar. 2017
Hach10014ULM
50 ug/L
DISSOLVED OXYGEN
10.2
mg/L
7.9
mg/L
Apr. 2018
Mar. 2017
SM 4500 O G
.1 mg/L
TOTALHL
NITROGEN EN (TK
(TKN)
1.0
mg/L
0.8
mg/L
3
EPA 351.2
.5 mg/L
NITRATE PLUS NITRITE
NITROGEN
10.1
mg/L
8.5
mg/L
3
EPA 353.2
.02 mg/L
OIL and GREASE
<5
mg/L
<5
mg/L
3
EPA 1664
5 mg/L
PHOSPHORUS (Total)
5.2
mg/L
3.3
mg/L
3
SM 4500 P F
.04 mg/L
TOTAL DISSOLVED SOLIDS 1180 mg/L 683 mg/L 3 SM 2540 C 2.5 mg/L
(TDS)
OTHER
END OF PART B.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550.6 & 7550.22. Page 8 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Town of Manteo WWTP, NCO079057 Renewal Pasquotank
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 RCRAICERCLA Wastes)
❑ Part G (Combined Sewer Systems)
i 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
Signature
Telephone number
Joshua O'Brien. Utilities Superintendent
Date signed rr I C It
Upon request of the permitting authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A (Rev. 1.99). Replaces EPA forms 755x6 & 7550-22. Page 9 of 22

FKVOFZK
Water and Sewer Department
May 19, 2017
NC DEN R / DWQ/ NPDES
1617 Mail Service Center
Raleigh, NC 27699-1617
SUBJECT: DESCRIPTION OF SLUDGE MANAGEMENT PLAN
PERMIT No. NCO079057
Manteo WWTP
Dare County
Our sludge is wasted from our Secondary Clarifiers based on determination of MLSS, SVI, temp and other operational
factors. We closely monitor all lab results as well as fixed probes within our process units that communicate with our
SCADA system to make these decisions. The WAS is moved from our Clarifiers manually to anaerobic digester where it
is aerated for the appropriate amount of time based on the season for proper digestion of solids. When there is no
available volume left in the Digester, we turn the aerator off to allow the sludge to settle and are able to return a clear
supernatant back to the Headworks of the Treatment Plant. Once done with decanting, the aerator is returned to
working order. At the point that the sludge blanket in the Digester is too high that it effects the quality of supernatant,
we then move the thickened blanket to our Sludge Holding Lagoon for storage and further aeration and mixing.
We operate the Sludge Holding Lagoon in the same manner as the Digester for further digestion and thickening of solids.
When the Sludge Holding Lagoon has reached the appropriate percentage of solids, we stabilize the sludge by raising the
pH to above 12 standard units for 24 hours. Once the stabilization has been achieved, the sludge is hauled by truck and
land applied. The hauling is conducted by a contracted company as well as the land application of sludge.
Sincerely,
Josh O'Brien
Utilities Superintendent
Town of Manteo
PO Box 246
Manteo, NC 27954
[phone] (office)
[phone] (fax)

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�uad: Manteo, N.C. NCO07905 7 Facility
3ubbasin: 30151 Location
Latitude: 35°54'24" Town of Manteo WWTP
Longitude: 75°3928"
Receiving Stream: Shallowbag Bay
kream Class: SC North SCALE 1:24000

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