NC0048861_Renewal (Application)_20170802

Wianer Resources
ENVIRONMENTAL QUALITY
August 02, 2017
William White, Jr, Mayor
Town of Creswell
PO Box 68
Creswell, NC 27928-0068
Subject: Permit Renewal
Application No. NCO048861
Creswell WWTP
Washington County
Dear Applicant:
ROY COOPER
cownpr
MICHAEL S. REGAN
Sermtory
S. JAY ZIMMERMAN
mvectur
The Water Quality Permitting Section acknowledges the August 1, 2017 receipt of your permit renewal application and
supporting documentation. Your application will be assigned to a permit writer within the Section's NPDES WW
permitting branch. Per G.S. 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.
The permit writer will contact you if additional information is required to complete your permit renewal. Please respond
in a timely manner to requests for additional information necessary to allow a complete review of the application and
renewal of the permit.
Information regarding the status of your renewal application can be found online using the Department of Environmental
Quality's Environmental Application Tracker at:
https://deq. nc.gov/permits-regulations/permit-guidance/environmental-appl ication-tracker
If you have any additional questions about the permit, please contact the primary reviewer of the application using the
links available within the Application Tracker.
Sincerely,
Wren Thedford
Administrative Assistant
Water Quality Permitting Section
cc: Central Files w/application
ec: WQPS Laserfiche File w/application
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 CRESWELL
Creswell, NC 27928
Ms. Wren Thedford
NC DENR / DWR / NPDES
1617 Mail Service Center
Raleigh, NC 27699-1617
Ms. Thedford,
RECEIVEDINCDEQIDWR
AUG -1 2017
Water Quality
Permitting Section
The Town of Creswell is requesting renewal of the NPDES discharge permit for the Wastewater
Treatment Plant, NC0048861. There has been no changes as to the plant discharge, however,
the owner signature on the permit renewal application has been changed. Former Mayor William
J. White Jr. has been replaced by present Mayor Edwin Ray Blount. This change became
effective on December 14, 2015. Also, I would like to request that email notifications also be
sent to rswaincreswellCcDgmail.com . Thank you so much for your consideration in this matter.
Sincerely,
9-)41- 1"'
Ryan M. Swain
Water / Wastewater Superintendent
Town of Creswell
[e-mail]

FACILITY NAME AND PERMIT NUMBER PERMIT ACTION REQUESTED RIVER BASIN
Town of Creswell WWTP NCO048861 Renewal I 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 S 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)
Has a design flow rate greater than or equal to 1 mgd,
Is required to have a pretreatment program (or has one in place), or
Is otherwise required by the permitting authority to provide the information
Toxicity Testing Data A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing
Data)
Has a design flow rate greater than or equal to 1 mgd,
Is required to have a pretreatment program (or has one in place), or
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
Any other industrial user that
Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain
exclusions), or
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
Is designated as an SIU by the control authority
G. Combined Sewer Systems A treatment works that has a combined sewer system must complete Part G (Combined Sewer
Systems)
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)'
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 1 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED
RIVER BASIN
Town of Creswell WWTP ,NC0048861
Renewal
Pasquotank
IJASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions A 1 through A 8 of this Basic Application Information Packet
A 1 Facility Information
Facility Name Town of Creswell WWTP
PO Box 68
Mailing Address
Creswell, NC 27928
Ryan Swain
Contact Person
Water/ Wastewater Superintendent
Title
252) 394-5134
Telephone Number (
69 Cherry Road
Facility Address
(not P O Box) Creswell, NC 27928
A.2 Applicant Information. If the applicant is different from the above, provide the following
Applicant Name Town of Creswell
PO Box 68
Mailing Address
Creswell, NC 27928
Contact Person Edwin Ray Blount
Title Mayor
Telephone Number ( 252) 797-4852
Is the applicant the owner or operator (or both) of the treatment works?
IN owner ❑ operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant
❑ facility 6 applicant
A3 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 NCO048861 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
Creswell Collection System 482 separate municipal
Tyrrell County Districts 1 & 2 300 connections separate public
Total population served 782
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 Creswell WWTP ,NCO048861 Renewal Pasquotank
A.5. Indian Country.
a. Is the treatment works located In Indian Country?
❑ Yes IN 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 Country9
❑ Yes No
A.6. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the
average dally 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 12"' month of "this year" occurring no more than three months prior to this application submittal.
a Design flow rate 0.2 mgd
Two Years Ano Last Year This Year
b. Annual average daily flow rate 0.039 0.040 0.034
c Maximum daily flow rate 0.163 0.205 0.110
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
FV. 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
d.
Location
Number of acres
Annual average daily volume applied to site
Is land application ❑ continuous or ❑ Intermittent?
Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
1
9 No
mgd
❑ Yes 19 No
mgd
❑ Yes [X No
4 I
EPA Forth 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 3 of 22

FACILITY NAME AND PERMIT NUMBER.
I
PERMIT ACTION REQUESTED.
RIVER BASIN:
If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works
(e g , tank truck, pipe)
If transport is by a party other than the applicant, provide
Transporter Name
Mailing Address
Contact Person
Title
Telephone Number ( )
For each treatment works that receives this discharge, provide the following
Name
Mailing Address
Contact Person
Title
Telephone Number ( )
If known, provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility mgd
e Does the treatment works discharge or dispose of its wastewater in a manner not included
in A 8 through A 8 d above (e g , underground percolation, well infection) ❑ 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
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 Creswell NCO048861 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.B.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 Creswell
27928
(City or town, if applicable)
(Z1p Code)
Washington
NC
(County)
(State)
35* 51'29"
76* 23'39"
(Latitude)
(Longitude)
c
Distance from shore (if applicable)
ft
d
Depth below surface (if applicable)
ft
e
Average dally flow rate 0.038
mgd
f.
Does this outfall have either an intermittent or a periodic discharge? ❑ Yes
[[ No (go to A 9 g.)
If yes, provide the following information.
Number f times per year discharge occurs
Average duration of each discharge
Average flow per discharge
mgd
Months in which discharge occurs
g
Is outfall equipped with a diffuser? ❑ Yes
lX No
A.10. Description
of Receiving Waters.
a
Name of receiving water Scuppernong River
b
Name of watershed (if known)
United States Soil Conservation Service 14 -digit watershed code (if known)
c
Name of State Management/River Basin (if known) Pasquotank River Basin
United States Geological Survey 8 -digit hydrologic cataloging unit code (if known)
d
Critical low flow of receiving stream (if applicable)
acute cfs chronic
cfs
e
Total hardness of receiving stream at critical low flow (if applicable).
mg/I of CaCO3
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 8 7550-22 Page 5 of 22

FACILITY NAME AND PERMIT NUMBER-
PERMIT ACTION REQUESTED
RIVER BASIN
Town of Creswell WWTP NCO048861
Renewal
Pasquotank
All Description of Treatment
a What level of treatment are provided? Check all that apply
❑ Primary ❑ Secondary
[N Advanced lA Other Describe MBR membrane bioreactor wastewater plant
b Indicate the following removal rates (as applicable)
Design BOD5 removal or Design CBOD5 removal %
Design SS removal
Design P removal %
Design N removal %
Other %
c What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe
UV
If disinfection is by chlorination is dechlonnation used for this outfall? ❑ Yes ❑ No
Does the treatment plant have post aeration? IX 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 Ata
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
PARAMETER
MAXIMUM DAILY VALUE AVERAGE DAILY VALUE ,
Value Units Value Units
Number of,Samples `
pH (Minimum)
6.8 s u
pH (Maximum)
77 s u
Flow Rate
0 053 MGD 0.035 MGD
8
Temperature (Winter)
243 C 191 C
4
Temperature (Summer)
275 `C 251 ''C
4
' For pH please report a minimum and a maximum daily value
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
`
POLLUTANT
ANALYTICAL,
`ML/MDL -,
Cone.
Units
Cone.
Units
Number of
METHOD
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
4 7
m /L
0 6
m /L
8
composite
5 0(sum) / 7 5
100(win)/150
DEMAND (Report one)
CBOD5
FECAL COLIFORM
6
#/100ml
0 097
#/100ml
8
grab
200/1 00ml (monthly
400/100m1(weekl
TOTAL SUSPENDED SOLIDS (TSS)
<25
mg/L
<2 5
mg/L
8
END OF,PART A.,`
REFER TO THE APPLICATION OVERVIEW(PAGE`1) TOADETERMINE 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 Creswell WWTP NC0048861
Renewal
Pasquotank
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD (100,000 gallons per day).
All applicants with a design flow rate 2 0 1 mgd must answer questions B.1 through B.6. All others go to Part C (Certification).
B 1 Inflow and Infiltration Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration
1200
gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration
Replace any lids on our residential pump tanks that may be subject to allow the Infiltration of stormwater
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 '/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, rad,
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
B4 Operation/Maintenance Performed by Contractor(s)
Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? ❑ Yes ® No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional
pages if necessary)
Name
Mailing Address
Telephone Number ( )
Responsibilities of Contractor
B 5 Scheduled improvements and Schedules of Implementation Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works If the
treatment works has several different implementation schedules or Is planning several improvements, submit separate responses to question B 5
for each (if none, go to question B 6 )
a List the outfall number (assigned in question A 9) for each outfall that is covered by this implementation schedule
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
RIVER BASIN:
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
- End Construction
- Begin Discharge
- Attain Operational Level
e Have appropriate permits/clearances concerning other Federal/State requirements been obtained? ❑ Yes ❑ No
Describe briefly
B.6 EFFLUENT TESTING DATA (GREATER THAN 0 1 MGD ONLY)
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters Provide the Indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharged Do not Include information
on combine sewer overflows In this section All Information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate
QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on -half years old
Outfall Number 001
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
POLLUTANT
DISCHARGE
ANALYTICAL
MUMDL
Number of
METHOD
Conc
Units
Conc.
Units
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
(as N)
<0 04
mg/L
<0 04
mg/L
8
24hr composite
a Summer
oil zogerAMMONIA
CHLORINE (TOTAL
RESIDUAL, TRC)
DISSOLVED OXYGEN
11 03
mg/L
921
mg/L
8
Grab
>5.0 mg/L
TOTAL KJELDAHL
NITROGEN (TKN)
1 33
mg/L
084
mg/L
7
composite
NITRATE PLUS NITRITE
NITROGEN
56 7
mg/L
383
mg/L
6
composite
OIL and GREASE
PHOSPHORUS (Total)
653
mg/L
466
mg/L
7
composite
TOTAL DISSOLVED SOLIDS
(TDS)
OTHER (Mercury)
22
093
6
grab
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 Creswell WWTP NCO048861
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 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 win Ray Blount Mayor
Signature YA
Telephone number L 252 797-4852
Date signed i/
Upon request of the permitting authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements
SEND COMPLETED FORMS TO:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A (Rev 1-99) Replaces EPA forms 7550-6 & 7550-22 Page 9 of 22

W4"L
I
Y,
94 64
64
F,
qt)
-c—
Gien-y Road
N
(NQSR 1155)
N
, 1 0 M
Approximate
9 xAtir
Facility Boundary_
J, -'I
0
Drainage Basin Pasquotank River Basin Sub -Basin:
03-01-53
XM,
E
G
Stream Class: C, Sw HUC:
X9
State GrjddjagE_Quad: D33SW / Creswell, NC
?
7?
IT
11
Q
Iz
A
Upstream
�
Sampling Point
NC HWy'94
US Hwy 64
Ox
, 1 0 M
Approximate
0
Facility Boundary_
Receiving Stream: Scuppernong River Stream Segment
0
Drainage Basin Pasquotank River Basin Sub -Basin:
03-01-53
Latitude: 35' 51' 29" Longitude:
760 23' 39"
Stream Class: C, Sw HUC:
03010205
State GrjddjagE_Quad: D33SW / Creswell, NC
?
7?
11
Q
Iz
A
Upstream
�
Sampling Point
[200 feet west of outfall]
, 1 0 M
A
7, �N
Downstream
Sampling Point
77� 7
[Spruills Bridge]
Ze
7
4
Discharge Line-
Approximaie Location,
4
loutWi 001,
Scuppernong River
(flows south){
[flows northeast]
171
Town of Creswell WWTP
Approximate
0,
Facility Boundary_
Receiving Stream: Scuppernong River Stream Segment
30-14-4-(1)
Drainage Basin Pasquotank River Basin Sub -Basin:
A
7, �N
Downstream
Sampling Point
77� 7
[Spruills Bridge]
Ze
7
4
Discharge Line-
Approximaie Location,
4
loutWi 001,
Scuppernong River
(flows south){
[flows northeast]
171
Town of Creswell WWTP
Cherry Road (NCSR 1155), Creswell 27928
Receiving Stream: Scuppernong River Stream Segment
30-14-4-(1)
Drainage Basin Pasquotank River Basin Sub -Basin:
03-01-53
Latitude: 35' 51' 29" Longitude:
760 23' 39"
Stream Class: C, Sw HUC:
03010205
State GrjddjagE_Quad: D33SW / Creswell, NC
Facility
Location
Scale 1-24,000
North NPDES Permit NCO048861
Washington County

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