NC0021849_Permit Issuance_20071217

WAT �9pG Michael F. Easley, Governor
y William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
December 17, 2007
Mr. John Christensen
Town Manager
Town of Hertford
PO Box 32
Hertford, North Carolina 27944
Subject: Issuance of NPDES Permit NCO021849
Town of Hertford WWTP
Perquimans County
Dear Mr. Christensen:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
This final permit includes no major changes from the draft permit sent to you on October 24,
2007. On the Supplement to Permit Cover Sheet, "Oxidation ditch" was removed from the description of the
treatment components and "Dual clarifiers" was changed to "Clarifier". This permit includes a TRC limit that
will take effect on August 1. 2009. If you wish to install dechlorination equipment, the Division has
promulgated a simplified approval process for such projects. Guidance for approval of dechlorination projects
may be viewed online at http://www.nccgl.net/news/ATCoverview.html.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30) days
following receipt of this letter. This request must be in the form of a written petition, conforming to Chapter
150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail
Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this decision shall be final
and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may
require modification or revocation and reissuance of the permit. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or permits
required by the Division of Land Resources, the Coastal Area Management Act or any other Federal or Local
governmental permit that may be required. If you have any questions concerning this permit, please contact
Karen Rust at telephone number [phone], extension 361.
Sincerely,
AV
Coleen H. Sullins
cc: Central Files
Washington Regional Office/Surface Water Protection Section
NPDES Files
No Carolina
Ntura!!y
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, North Carolina 27699-1617 Phone: [phone] Customer Service
Internet. httpl/h2o.enr.state.nc.us 512 N. Salisbury St. Raleigh, NC 27604 Fax: [phone]
An Equal Opportunity/Affirmative Action Employer

Permit NCO021849
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations
promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water
Pollution Control Act, as amended, the
Town of Hertford
is hereby authorized to discharge wastewater from a facility located at the
Hertford Wastewater Treatment Plant
NCSR 1108 north of Hertford
Perquimans County
to receiving waters designated as the Perquimans River in the Pasquotank River Basin in accordance with
effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II and III hereof.
This permit shall become effective February 1, 2008.
This permit and authorization to discharge shall expire at midnight on December 31, 2012.
Signed this day December 17, 2007.
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

" Permit NCO021849
SUPPLEMENT TO PERMIT COVER SHEET
-All previous NPDES Permits issued to this facility, whether for operation or discharge are
hereby revoked. As of this permit issuance, any previously issued permit bearing this
number is no longer effective. Therefore, the exclusive authority to operate and discharge
from this facility arises under the permit conditions, requirements, terms, and provisions
included herein.
The Town of Hertford is hereby authorized to:
1. Operate a 0.4 MGD wastewater treatment system that includes the following
components:
• Mechanical bar screen
• Grit removal system
• Clarifier
• Post aeration
• Sludge digester
• Chlorine disinfection
• Sludge drying beds
This facility is located at the Hertford WWTP on NCSR 1108, North of Hertford in
Perquimans County.
2. After constructing the necessary facility upgrades, operate a 0.7 MGD wastewater
treatment plant.
3. Discharge from said treatment works at the location specified on the attached map
into the Perquimans River, a class C-Swamp stream (location of outfall at 0.4 MGD)
and class SC (location of outfall after upgrade to 0.7 MGD) in the Pasquotank River
Basin.

Wit M. . . . . . . .
-,�:. -�,- ..;- -� .:&�, -�'•� �. _ max- �y C e„
Outfall for 0.4 MGD flow is -
y�
,w-
1N
Trailer
Park rry xv
pa
Y� �gea j QardeqNI
°
1
1
5.7
B E4R S'
■
MUMN
0.4MGD Flow: Latitude: 36a12' 3 N C 0 0 218 4 9
Longitude: 76°28'34"
0.7MGD Flow: Latitude: 36a11'51"
Longitude: 76°287'
Quad # C33NW Subbasin: 30152 Town of Hertford
Receiving Stream: Perquimans River WW-1-P
Stream Class: C-Swamp (0.4 MGD flow),
SC (0.7 MGD flow)
n
%,
Cem
ar�rova RO ,
i
Nix
n
r
Outfall for 0.7 MGD flow
X 3.6
owl
IF
. A / • •

Permit NCO021849
A (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (0.4 MGD)
During the period beginning on.the effective date of this permit and lasting until expansion above 0.4 MGD, the
Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by .the
Permittee as specified below:
EFFLUENT t
DISCHARGE LIMITATIONS
MQN_ ITORING REQUIREMENTS
CHARACTERISTICS
r _
(Farameter.Codes).=
Monthly
Weekly
~Daily '
Measurement
Sample
Sample Location
'
Avera e
, Avera e
1Vfaximum
r Frequency
Type,
m
Flow
0.4 MGD
Continuous
Recording
Influent or Effluent ,
(50050)
BOD, 5-Day, 200C1
30.0 mg/L
45.0 mg/L
2/Month
Composite
Influent and Effluent
(00310)
Total Suspended Solids'
30.0 mg/L
45.0 mg/L
2/Month
Composite -
Influent and Effluent
(00530)
NH3 as N
Monthly
Composite
Effluent
(006i0)
Fecal Coliform
200/100 ml
400/100 ml
2/Month
Grab
Effluent
(geometric mean)
31616)
Total Residual Chlorine2
17 µg/L
Daily
Grab
Effluent
50060
Temperature
Weekly
Grab.
Effluent
00010)
Total Phosphorus
Quarterly
Composite
Effluent
00665
Total Nitrogen
Quarterly
Composite
Effluent
(NO2+NO3+TKN)
(00600
pH3
2/Month
Grab
Effluent
(00400)
NOTES:
1. The monthly average effluent BOD5 and total suspended solids concentrations shall not exceed 15% of their respective
influent values (85% removal).
2. The limit for total residual chlorine will take effect August 1, 2009, only if chlorine is used.
3. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

w, ..
Permit NCO021849
A (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS (0.7 MGD)
During the period beginning upon expansion above 0.4 MGD and lasting until expiration, the Permittee is
authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT,,, ,
DISCHARGE LIMITATIONS
w. MONITORING REQUIREMENT S
CHAAACTERISTIGS r.
(RarameteFCodeS)' _
Monthly,
,. Weekly
DailyMeasurement
Sample
SampleLocationt
+
e.
era
axima
V
eq„
pe,Aver
y;'
Flow
0.7 MGD
Continuous
Recording
Influent or Effluent
50050)
BOD, 5-Day, 20OC2 (00310)
15.0 mg/L
22.5 mg/L
3/Week
Composite
Influent and Effluent
(April 1— October 31)
BOD, 5-Day, 20OC2 (00310)
30.0 mg/L
45.0 mg/L
3/Week
Composite
Influent and Effluent
(November 1— March 31)
Total Suspended Solids2
30.0 mg/L
45.0 mg/L
3/Week
Composite
Influent and Effluent
(00530)
NH3 as N (00610)
4.0 mg/L
12.0 mg/L
3/Week
Composite
Effluent
(April 1— October 31
NH3 as N (006i0)
8.0 mg/L
24.0 mg/L
3/Week
Composite
Effluent
November 1— March 31)
Dissolved Oxygen3
3/Week
Grab
Effluent
00300
Dissolved Oxygen (00300)
3/Week
Grab
Upstream & Downstream
(June 1— September 30
Dissolved Oxygen (00300)
Weekly
Grab
Upstream & Downstream
(October 1— May 31)
Enterococci (61211)
35 / 100 ml
276 / 100 ml
3/Week
Grab
Effluent
(geometric mean)
Total Residual Chlorine4
13Ng/L
3/Week -
Grab
Effluent
(50060
Temperature
Daily
Grab
Effluent
00010
Temperature (00010)
3/Week
Grab
Upstream & Downstream
(June 1— September 30)
Temperature (00010)
Weekly
Grab
Upstream & Downstream
October 1— May 31
Total Phosphorus
Quarterly
Composite
Effluent
00665
Total Nitrogen (00600)
Quarterly
Composite
Effluent
NO2+NO3+TKN
pH5
3/Week
Grab
Effluent
(00400)
NOTES:
1. Upstream = At least 100 feet upstream from the confluence with the Perquimans River. Downstream = At least 100
feet downstream from the confluence with the Perquimans River.
2. The monthly average effluent BOD5 and total suspended solids concentrations shall not exceed 15% of their respective
influent values (85% removal).
3. The daily effluent dissolved oxygen concentration shall not be less than 5.0 mg/L.
4. Limit and monitoring required only if chlorine is used for disinfection.
5. The pH shall not be less than 6.8 standard units nor greater than 8.5 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

a ,?
t
The Daily Advance
215 S. Water Street -
Elizabeth City, NC 21909
North Carolina
Pasquotank County
Affidavit of Publication
Before the undersigned, a Notary Public of said County and State, duly ro
commissioned, qualified and authorized by law to administer oaths, : a
personally appeared Maureen Brinson who being first duly sworn, deposes I^T1
and says that she Is the Manager of Accounting and Administration of the q
Daily Advance engaged In the publication of a newspaper known as The trCi
— ---Dai",dvance, published; Issued -and -entered -as -second -class -mail -In -the-- "-
City of Elizabeth City In said County and State; Is authorized to make this k4i
affidavit and sworn statement; that the notice or other legal advertisement, 4
was published In the Daily Advance on the following dates:
Public Noticek,
October 30th, 2007 ;OtKK
And that the said newspaper In which such notice, paper, document, or legal ?fit
advertisement was published was, at the time of each and every such ;n'1
publication, a newspaper meeting all of the requirements and qualifications of :r
Section 1-597 of the General Statues of North Carolina and was a qualified i
newspaper within the meaning of Section 1-597 of the General Statues of 'a
North Carolina. 'I
Sworn to and subscribed before me, this 12th day of November, 2007
N ry Public
My commission expires November 22nd, 2011
DIV. OF GEC 0FFIGEI
gUD

Copies of the draft permit and other sup -
Parting
file usedrung information on
conditionso determine
the drop present in
available u permit are
and Pon request
costs Pof (meet of the
Mail cp eProduction.
re mments and/or
quests for informa-
tion to the NC Division
Of the Water Quality at
above address call Dina Sprior
nkle (919)
733-5083 e6.xtension
Brranaht P e oint Source
ase include
the NPDES Permit num-
ber
(attached) in any
communication.
terested In -
Persons may
also visit the Division of
Water Quality at 512
N. Salisbury Street, Ra-leigh, Nc 27604.1148
between the hours of
8:00p.m. and 5:O0P m
10 review inform
on fileation,
The Town of Hertford (PO• Box 32, Hertford,
foorr 27944) has aPPlied
renewal of NPDES
Permit NC0021849 for
the Hertford WWTP in
Perquimans Coun This permitted facility disch g.07
f
trepdMGD
wastewater to
the Perquimans River in
B sin?asquotank River
Currently BOD,
ammonia nitrogen
and total residual chlo-
rine are water quality
limited. This discharge
y aff
to Ct
Q t1O sent future al -
of the is Portion
er BasinPasquotank Riv-
10/31

PUBLIC NOTICE
STATE OF
NORTH CAROLINA
ENVIRONMENTAL
MANAGEMENT
COMMISSION/
1617 MAIL SERVICE
CENTER
RALEIGH, NC
27699-1617
NOTIFICATION OF
INTENT TO ISSUE
A CONSENT ORDER
Public notice of intent to
issue a State Consent
Order to the following:
The town of Hertford,
Post Office Box 32,
Hertford, North Caro-
lina has requested a
Special Order by Con-
sent EMC SOC WQ
u - 007 Ad Ill, for the
following Permit No.
NC0021849. Currently
the Town of Hertford
operates a 0.40 MGD
wastewater treatment
works that discharges
treated wastewater to
the Perquimans Rivers,
Class "C" waters of this
State in the Pasqua -
tank River Basin, but is
unable to consistently
comply with final ef-
fluent limits for Total
Residual Chorline as
set forth in NPDES Per-
mit No. NC 0021849,
This Order, if issued,
will allow the facility to
exceed final effluent
limits for the aforemen-
tioned parameter.
Compliance will require
preparation of plans
and specifications for
construction and op-
eration of additional
treatment facilities.
This Order contains
a detailed schedule
for compliance and
stipulated penalties for
failing to meet interim
requirements. This order
will expire on February
1, 2009.
Persons wishing to com-
ment upon or ob)Pct to
the proposed determi-
nations are invited to
submit some in writing
to the Water Quality
Section Chief, 1617
Mail Service Center,
Raleigh, North Caroli-
na 27699-1617, no later
than January 9, 2009.
All comments received
prior to that date will
be considered in the
formulation of final de-
terminations regarding
the proposed Order.
A public meeting may
be held where the Di-
rector of the Division
of Water Quality finds
a significant degree of
public interest in a pro-
posed Order.
Acopy of the draft Order
is available by writing
or calling the Division
of Qater Quality, 1617
Mail Service Center,
Raleigh, North Carolina
27699-1617, telephone
number [phone],
or the Washington Re-
gional Office at 943
Washington Square
Mall, Washington, NC
27889, telephone num-
ber [phone].
The Order and other
Information may be
inspected at these lo-
cations during normal
office hours. Copies of
the information on file
are available upon re-
quest and payment of
the costs of reproduc-
tion. All such comments
or requests regarding a
proposed Order should
make reference to the
name listed above.
Gil Vinzani
On the basis of Thor- for: David H. Moreau,
ough staff review and Chairman
application of Article 1 k Environmental Man-
21 of Chapter 143, ; l
General Statutes of
North Carolina, and
other lawful standards
and regulations, the
North Carolina Environ-
mental Management
Commission proposes
to issue a Consent
Order to the persons
listed above effective
January 24, 2009, and
subject to special con-
ditions.
agement Commission
12/10
THE PERQUIMANS WEEKLY
PO Box 277
Hertford, NC 27944
252-426-5728
NORTH CAROLINA
PERQUIMANS COUNTY
Affidavit of Publication
Before the undersigned, a Notary Public of said County and
State, duly commissioned, qualified and authorized by law
to administer oaths, personally appeared Susan R. Harris,
who, being first duly sworn, deposes and says that she is the
Editor of The Perquimans Weekly, engaged in the publication
f a newspaper kno�.vn as The Perquiman, Weell ly, published,
issued, and entered as second class mail in the City of
Hertford, in said County and State; that she is authorized to
make this affidavit and sworn statement; that the notice of
other legal advertisement, a true copy of which is attached
hereto, was published in The Perquimans Weekly on the fol-
lowing dates:
December 10, 2008
and that the said newspaper in 'which such notice, paper,
document, or legal advertisement was published was, at
the time of each and every such publication, a newspaper
meeting all of the requirements and qualifications of Section
1-597 of the General Statutes of North Carolina and was a
qualified newspaper within the meaning of Section 1-597 of
the General Statutes of North Carolina.
Susan R. Harris
Sworn to and subscribed before me this 31 st day of December
2009.
Beverly Alexande�Notary PublicNotary , u�(bl[lic(Ki�
My Commission expires July 24, 2010
`11111111111fH/f���/f
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j••'PRY
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�p�lftr? 1111i 1!l1��
DEN - WtVi L IR QUALITY
POINT SOURCE BRANCH

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES Permit NCO021849
Hertford WWTP
Facility Information
Applicant/Facility:
Town of Hertford / Hertford WWTP
Applicant Address:
P.O. Box 32, Hertford, NC 27944
Facility Address:
NCSR 1108 north of Hertford
Permitted Flow
0.7 MGD
Type of Waste:
100% Domestic
Facility/Permit Status:
Renewal
County:
I Perquimans
Miscellaneous
Receiving Stream:
Perquimans
River
Regional Office:
WaRO
Stream Classification:
C-Swamp
Quad
C33NW, Hertford
303(d) Listed?:.
No
Permit Writer:
Karen Rust
Subbasin:
030152
Date:
October 24, 2007
Drainage Area (mi2):
Tidal
Summer 7Q10 (cfs)
Tidal
Winter 7Q10 (cfs):
Tidal
Avera,e Flow (cfs):
75
SUMMARY
The Town of Hertford is currently to operate its WWTP at 0.4 MGD, with a phased expansion flow of 0.7
MGD. The Town is currently operating under an SOC while it arranges for funding and approved plans for
the expansion. This facility is 100% domestic with no pretreatment program.
The discharge goes into the Perquimans River in the Pasquotank River basin. The Perquimans River is not
on the 303(a) list.
COMPLIANCE SUMMARY:
Per the data in BIMS (see attached computer printout), Hertford's WWTP has violated flow and is
discharging large amounts of Total Residual Chlorine (TRC). However, they are under SOC and are working
on upgrades to the system.
INSTREAM MONITORING:
Hertford is not required to perform localized monitoring at the 0.4 MGD flow. Instream monitoring will be
required upon expansion to 0.7 MGD.
PROPOSED CHANGES:
The permittee wants to change the location of the outfall, and this has already been approved in the ATC by
CG&L. Therefore, the current outfall was maintained for the 0.4MGD flow and the new outfall will be
effective upon expansion to the 0.7MGD flow. The new outfall is downstream of the current outfall, but the
class of the waters changes from C-swamp to SC. Therefore, at the 0.7 MGD flow, the TRC limit will be
13µg/L, they will have monitoring and limits for Enterococci instead of fecal coliform, and the pH will be
6.8 - 8.5 SU instead of 6 — 9 SU. Additionally, a TRC limit was added at the 0.4 MGD flow.
Page 1 of 2

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
PROPOSED SCHEDULE FOR PERMIT ISSUANCE:
Draft Permit to Public Notice: October 24, 2007 (est.)
Permit Scheduled to Issue: December 14, 2007 (est.)
STATE CONTACT:
If you have any questions on any of the above information or on the attached permit, please contact Karen
Rust at [phone] extension 361.
REGIONAL OFFICE COMMENT:
NAME: DATE:
Page 2 of 2

NC DENR - DIVISON OF WATER QUALITY
.0317 PASQUOTANK RIVER BASIN
2B .0300
Class
Name of Stream
Description
Class
Date
Index No.
Perquimans River
From source to
C;Sw
04/06/61
30-6-(1)
Norfolk -Southern Railroad
Bridge
Goodwin Mill Creek
From source to Perquimans
C;Sw
04/06/61
30-6-2
River
Bagley Swamp
From source to Perquimans
C;Sw
04/06/61
30-6-2.5
River
Perquimans River
From Norfolk -Southern
SC
04/06/61
30-6-(3)
Railroad Bridge to a line
across the River from
Barrow Point to Ferry Point
Toms Creek
From source to Perquimans
C;Sw
03/01/77
30-6-4
River
Mill Creek
From source to Perquimans
C;Sw
07/01/73
30-6-5-(1)
County SR 1214 near Windfall
Mill Creek
From Perquimans County SR
SC
04/06/61
30-6-5-(2)
1214 near Windfall to
Perquimans River
Raccoon Creek
From source to Perquimans
C;Sw
03/01/77
30-6-6-(1)
County SR 1336 (Harvey Neck
Bridge)
Jennies Gut (Gum Pond Run)
From source to Raccoon Creek
C;Sw
09/01/74
30-6-6-2
Raccoon Creek
From Perquimans County SR
SC
04/06/61
30-6-6-(3)
1336 (Harvey Neck Bridge)
to Perquimans River
Perquimans River
From a line across the
SB
04/06/61
30-6-(7)
River from Barrow Point to
Ferry Point to Albemarle
Sound
Sutton Creek
From source to a point 1.0
C;Sw
04/06/61
30-6-8-(1)
mile above Perquimans River
Sutton Creek
From a point 1.0 mile above
Sc
04/06/61
30-6-8-(2)
Perquimans River to
Perquimans River
Canaan Cove Creek
From source to its narrows
C;Sw
04/06/61
30-6-9-(1)
Canaan Cove Creek
From its narrows to
SC
04/06/61
30-6-9-(2)
Perquimans River
Muddy Creek
From source to Perquimans
SC
04/06/61
30-6-10
River
Minzies Creek (Minns Cr.)
From source to Albemarle
SC
04/06/61
30-7
Sound
Yeopim River
From source to Albemarle
SC
04/06/61
30-8
Sound
Burnt Mill Creek
From source to Yeopim River
C;Sw
04/06/61
30-8-1
Middleton Creek
From source to Yeopim River
C;Sw
04/06/61
30-8-2
Bethel Creek
From source to Yeopim River
C;Sw
04/06/61
30-8-3
r,

J. SIDNEY ELEY
MAYOR
JOHN D. CHRISTENSEN
TOWN MANAGER
CINDY E. SHARBER
CLERK
DONALD I. MCREE, JR.
TowN ATTORNEY
June 22, 2007
NCDENR-DWQ
Attn: NPDES Unit ...
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Permit Renewal
NCO021846
Dear NPDES Unit,
COMMISSIONERS:
CARLTON A. DAVENPORT, JR.
JOANN MORRIS
HORACE C. REID, JR.
ANNE F. WHITE
L< J U N 2 5 2007
DEN? - 4'iA ER C?L'AL 17Y
FU(imT i?i:;� :[ RciI.1
Enclosed is the Town of Hertford renewal application. If you have any questions, please
contact Chris Wharton at [phone] or Bill Toon at [phone].
Sincerely,,.. _ _
ohn Christensen
Copy: Chris Wharton
Bill Toon
Town of Hertford • P.O. Box 32 114 West Grubb Street • Hertford, North Carolina 27944
Phone [phone] Fax [phone] [e-mail]

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF HERTFORD, NCO021846 RENEWAL PASQUOTANK
FORM
2A
NPDES
APPLICATION OVERVIEW
Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet
and a "Supplemental Application Information" packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12.
B. Additional Application Information for Applicants with a Design Flow >_ 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through 13.6.
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 CERCIA 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).
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 1 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
TOWN OF HERTFORD, NCO021849
RENEWAL
PASQUOTANK
t
BASIC'APPLICATION INFORMATION Y
ti h
PART A BASIC APPLICATION INFORM ATION FOR ALL LICANTS APP
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 HERTFORD WASTEWATER TREATMENT PLANT
Mailing Address PO BOX 32
HERTFORD NC 27944-
Contact Person John Christensen
Title TOWN MANAGER
Telephone Number [phone]
Facility Address 142 MEADS CIRCLE
(not P.O. Box) HERTFORD NC 27944
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name N/A
Mailing Address N/A
NIA
Contact Person N/A
Title N/A
Telephone Number N/A
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 NCO021849 PSD WQ0020239 LAND APPLICATION PERMI
UIC N/A Other SOC PERMIT EMC SOC WQ 501-007
RCRA N/A Other N/A
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 HERTFORD 2170 SEPERATE HERTFORD
TOWN OF WINFALL 555 SEPERATE WINFALL
N/A N/A N/A N/A
Total population served 2725
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 2 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF HERTFORD, NCO021849 RENEWAL PASQUOTANK
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 .400 existing MGD 1.700 Permitted
Two Years Ago Last Year This Year
b. Annual average daily flow rate .504 MGD .395 MGD .433 MGD
C. Maximum daily flow rate .931 MGD .781 MGD .841 MGD
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.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
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 impoundment:
Location:
Annual average daily volume discharge to surface impoundment(s)
Is discharge ❑ continuous or ❑ intermittent?
C. Does the treatment works land -apply treated wastewater?
If yes, provide the following for each land application site:
Location: Adiacent.to WWTP
Number of acres: 78.1 (wet)
1
X
X
X
X
® No
mgd
® Yes ❑ No
Annual average daily volume applied to site: .3295 mgd (Design Rate)
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 HERTFORD, NCO021849 Renewal Pasquotank
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). i
If transport is by a party other than the applicant, provide:
Transporter Name N/A
Mailing Address N/A
Contact Person
N/A
Title
N/A
Telephone Number
(N/A)
For each treatment works that receives this discharge, provide the following:
Name
N/A
Mailing Address
NIA
Contact Person N/A
Title N/A
Telephone Number N/A
If known, provide the NPDES permit number of the treatment works that receives this discharge N/A
Provide the average daily flow rate from the treatment works into the receiving facility. N/A mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.B. through A.8.d above (e.g., underground percolation, 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):
Annual daily volume disposed by this method: N/A
Is disposal through this method ❑ continuous or ❑ intermittent?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 4 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
TOWN OF HERTFORD, NCO021849 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 (Existing) / 002 (Proposed)
b.
Location HERTFORD
27944
(City or town, if applicable)
(Zip Code)
PERQUIMANS
NORTH CAROLINA
(County)
(State)
361-12'-19"
761-28'-34"
(Latitude)
(Longitude)
C.
Distance from shore (if applicable)
0
ft.
d.
Depth below surface (if applicable)
0
ft.
e.
Average daily flow rate
.433
mgd
f.
Does this outfall have either an intermittent or a periodic discharge?
❑ Yes
X❑ No (go to A.9.g.) Existing
If yes, provide the following information:
X yes
❑ No (Proposed)
Number f times per year discharge occurs:
f 360
Average duration of each discharge:
N/A
Average flow per discharge: N/A mgd
Months in which discharge occurs: January thru December
g. Is outfall equipped with a diffuser? ❑ Yes ® No (Existing)
X yes ❑ No (Proposed)
A.10. Description of Receiving Waters.
a. Name of receiving water PERQUIMANS RIVER
b. Name of watershed (if known) PASQUOTANK RIVER BASIN
United States Soil Conservation Service 14-digit watershed code (if known): 03010205090030
C. Name of State Management/River Basin (if known): PASQUOTANK
United States Geological Survey 8-digit hydrologic cataloging unit code (if known): 03030001
d. Critical low flow of receiving stream (if applicable)
acute N/A cfs chronic N/A cfs
e. Total hardness of receiving stream at critical low flow (if applicable): WA mg/l 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 HERTFORD, NCO021846
RENEWAL
PASQUOTANK
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
® Primary ® Secondary
❑ Advanced ❑ Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 90 %
Design SS removal 85 0/0
Design P removal N/A %
Design N removal N/A %
Other N/A N/A %
C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
CHLORINE GAS
If disinfection is by chlorination is dechlorination used for this outfall? ❑ Yes ® No
Does the treatment plant have post aeration? ❑ 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
DAILY VALUE ° i
` PARAMETER
'�
i/alue
;Units
Value '
^ Urnts_ ti
Number of Samples _
IF -AVERAGE
:.
pH (Minimum)
6.9
s.u.
pH (Maximum)
7.9
s.u.
Flow Rate
.841
MGD
.405
MGD
365
Temperature (Winter)
19
°C
15
°C
152
Temperature (Summer)
27
'C
22
0C
213
' For pH please re ort a minimum and a maximum daily value
DISCHARGES
ANALYTICAL
POLLUTANT}
,
METHOD
x MUMDL
Number ofr�
T x F
1 t
w
l
Conco
-Un i,
Conc
Urnts
Samples
S'
f 5
£ '
r` t;
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
29
MG/L
5.4
MG/L
24
SM5210B
DEMAND (Report one)
CBOD5
N/A
N/A
N/A
N/A
N/A
N/A
N/A
FECAL COLIFORM
8700
#100ML
42
#10D MIL
24
SM9222D
TOTAL SUSPENDED SOLIDS (TSS)
9.5
MG/L
2.90
MG/L
24
SM2540D
t r END OF PART A
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
rOF FORM 2AkYOU MUSTCOMPLETE "
r
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 HERFORD, NCO021849 RENEWAL PASQUOTANK
gall r.
_9 0
A D D I T 60 p A 0 1 t APPLICATION N INFORMATION-*6R':400Ll N FL OR
'.RARTAAPPLICANTS' 'ADESlP-PWPR9 GREATER
Ct 'J -1'Q qpq,
y
All applicants with a design flow rate z 0.1 mgd must answer questions B.1 through B.S. 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.
14,533 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Town has submitted an I & I study to Clean Water Management Trust Fund & is awaiting their decision.
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 1/4 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? S Yes - El 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: Granville Farms
Mailing Address: Post Office Box 1396
Oxford, NC 27565
Telephone Number: [phone]
Responsibilities of Contractor: Sludge disposal
B.S. 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 ouffall that is covered by this implementation schedule.
002
b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies.
0 Yes 0 No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 7 of 22

FACILITY NAME AND PERMITNUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
TOWN OF HERTFORD, NCO021849
RENEWAL
PASQUOTANK
C. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below, as
applicable. For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MM/DD/YYYY MM/DD/YYYY
- Begin Construction 04/16/2007
- End Construction 08/18/2008
- Begin Discharge 09/18/2008
- Attain Operational Level 09/18/2008
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? ® Yes ❑ No
Describe briefly: CAMA S & E Permits A to C.
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information
on combine sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate
QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on -half years old.
Outfall Number: 001
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
DISCHARGE a
f _
NAL A YT CDAL�,
MLIMDL
POLLUTANT
�es,
mts
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
NIA
NIA
N/A
N/A
NIA
NIA
NIA
CHLORINE (TOTAL
1510
UG/L
292
UG/L
365
HACH
CHLORIMETER
NIA
RESIDUAL, TRC)
DISSOLVED OXYGEN
6.73
MG/L
4.80
MG/L
52
HACH DO 175
METER
N/A
TOTAL KJELDAHL
g,44
MG/L
3.60
MG/L
3
EPA 351.2
NIA
NITROGEN (TKN)
NITRATE PLUS NITRITE
5.49
MG/L
3.60
MG/L
3
EPA 353.2
NIA
NITROGEN
OIL and GREASE.
NIA
N/A
N/A
NIA
N/A
NIA
NIA
PHOSPHORUS (Total)
.40
MG/L
.32
MG/L
3
EPA 365.4
N/A
TOTAL DISSOLVED SOLIDS
NIA
NIA
N/A
NIA
NIA
NIA
N/A
(TDS)
OTHER
NIA
NIA
N/A
NIA
N/A
NIA
NIA
r � PREFER TO THE`APPLICATION OVERVIEW (PAGE,1) PTO: DETERMINE WHICI OTHER PARTS ,
O.F FORM 2AYOU 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 HERTFORD, NCO021849
RENEWAL
PASQUOTANK
BASIC APPLICATION INFORMATION = '
s:
PART C CERTIF,,ICATION
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/CERCLA Wastes)
❑ Part G (Combined Sewer Systems)
ALL APPLICANTS MUST COMPLETE THE FOLLOWING?CERTIFICATION'{
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the information, the information is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment
for knowing violations.
Name and official title John Christ s Town Mana er
Signature
Telephone number 425426-1 669
�22�D'%
Date signed
Upon request of the permitting authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 9 of 22

GREEN ENGINEERING
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`- C., ..l! :. SOURCE: USGS "HERTFORD" QUADRANGL•E,DATED

FACT SHEET FOR EXPEDITED PERMIT RENEWALS
Basic Information to determine potential for expedited permit renewal
Reviewer/Date
hill .-7 11 v7
Permit Number
O �2 I L(
Facility Name
'(- in o
,d w w 1 P
Basin Name/Sub-basin number
D o S
Receivin Stream
Y i
Stream Classification in Permit
C —
Does permit need NH3 limits?
Does permit need TRC limits?
Does permit have toxicity testing?
►�
Does permit have Special Conditions?
Does permit have instream monitoring?
Is the stream impaired (on 303(d) list)?
Any obvious compliance concerns?
Any permit mods since lastpermit?
Existing expiration date
i
New expiration date
New permit effective date
Miscellaneous Comments
YES_ This is a SIMPLE EXPEDITED permit renewal (administrative
renewal with no changes, or only minor changes such as TRC, NH3,
name/ownership changes). Include conventional WTPs in this group.
YES_✓ This is a MORE COMPLEX EXPEDITED permit renewal (includes
Special Conditions (such as EAA, Wastewater Management Plan), 303(d)
listed, toxicity testing, instream monitoring, compliance concerns, phased
limits). Basin Coordinator to make case -by -case decision.
NO_ This permit CANNOT BE EXPEDITED for one of the following reasons:
• Major Facility (municipal/industrial)
• Minor Municipals with pretreatment program
• Minor Industrials subject to Fed Effluent Guidelines (lb/day limits for BOD, TSS,
etc)
• Limits based on reasonable potential analysis (metals, GW remediation organics)
• Permitted flow > 0.5 MGD (requires full Fact Sheet)
• Permits determined by Basin Coordinator to be outside expedited process
TB Version 8/18/2006 (NPDES Server/Current Versions/Expedited Fact Sheet)