WQ0031583_Application_20091107

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number:
(to be completed by DWQ)
I.
Owner/Permittee:
1 a.
City of Clinton
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
1 b.
John Connet, City Manager
O
Signing Official Name and Title (Please review 15A NCAC 2T
.0106 (b) for authorized signing officials!)
F-
1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑
Private Partnership ❑ Corporation ❑ Other (specify):
Q
1 d.
221 Lisbon Street
1 e. Clinton
LL
Mailing Address
City
Z
1f.
North Carolina
1g. 28329
Z
State
Zip Code
0
1 h. [phone] 1 i. [phone]
1 j. [e-mail]
QTelephone
Facsimile
E-mail
V
2.
Proiect (Facility) Information:
J
2a.
Clinton — Russell Street Sewer Improvements
2b. Sampson
IL
Brief Project Name (permit will refer to this name)
County Where Project is Located
n'
a
3.
Contact Person:
Chris Doherty, Public Works Director
Q3a.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
[phone]
3c. [e-mail]
Phone Number
E-mail
1.
Project is ❑ New ® Modification (of an existing permit)
If Modification, Permit No.: W00031583
2.
Owner is ® Public (skip to Item B(3)) ❑ Private
(go to Item 2(a))
2a.
If private, applicant will be:
2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.)
or Public Utility (Instruction C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. City of Clinton
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Larkins Water Pollution Control Facility 4b. NCO020117
Name of WWTF WWTF Permit No.
5a. City of Clinton 5b. 8" ® Gravity 5c. WQ0031583
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
F, Thn nrinin of thic wactpwntpr i8 (check all that aDDlv):

OF W ATF9 State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
(FTA 12/07 )
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure & Vacuum sewer systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county:
http://h2o. enr state. nc. us/peres/Col/ection % 20Systems/CollectionSystemApplications. html
® A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed plans and specifications unless you respond NO to Item B03).
Separate applications should be made for non-contiguous sewer systems.
® B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application.
❑ D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
® E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the
route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment
plant. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07.
® F Map — Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA l2/07

® G. Stream Classifications — Watershed Classification Attachment (Form WACAS-12/07) If any portion of the
project boundary is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
must be completed.
❑ H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued. A copy is to be submitted with that permit application.
❑ I. Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in 13(12) and give the permit
number of the second treatment facility.
® J. Certifications — Section C
The application must be certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in Item
A(1 b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12107 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
(828) 2964500
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Hamett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Berne, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at., http.11h2o.enr.state.nc.us/peres/
or contact the Regional Office serving your county.
FTA 12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI
Application Number:
(to be completed by DWQ)
1
Owner/Permittee:
la.
City of Clinton
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
1 b.
John Connet City Manager
for
0
Signing Official Name and Title (Please review 15A NCAC
2T .0106 (b) authorized signing officials!)
Q
1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0
Id.
221 Lisbon Street
1 e. Clinton
U.
Mailing Address
City
Z
1f.
North Carolina
1g. 28329
Z
State
Zip Code
0
1h. [phone] 1i. [phone]
1j. [e-mail] -
QTelephone
Facsimile
E-mail
V
2.
Proiect (Facility) Information:
_j
2a.
Clinton - Russell Street Sewer Improvements
2b. Sampson
aBrief
Project Name (permit will refer to this name)
County Where Project is Located
a
3.
Contact Person:
3a.
Chris Doherty Public Works Director
Q
About this Application
Name and Affiliation of Someone Who Can Answer Questions
3b.
[phone]
3c. cdoherty@_cityofclintonnc.us
Phone Number
E-mail
1.
Project is ❑ New ® Modification (of an existing permit)
If Modification, Permit No.: W00031583
2. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
City of Clinton
Z
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
0
4a.
Larkins Water Pollution Control Facility 4b. NCO020117
QName
of WWTF WWTF Permit No.
5a.
City of Clinton 5b. 8" ® Gravity 5c. W00031583
Owner of Downstream Sewer ''Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
0
6.
The origin of this wastewater is (check all that apply):
LL.
Z
100 % Domestic/Commercial
® Residential Subdivision ❑ Retail (Stores, shopping centers)
❑ Apartments/Condominiums ❑ Institution % Industrial (attach
❑ Mobile Home Park ❑ Hospital description.)
WEl
School ❑ Church (RO: contact your Regional Office
❑ Restaurant El Nursing Home
a
Pretreatment staff)
❑ Office ® Other (specify): Commercial
% Other (specify):
7.
Volume of wastewater to be allocated or permitted for this particular project: 0 gallons per day
*Do not include future flows or previously permitted allocations
8.
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that conned to this line
® Flow has already been allocated in Permit No. W00031583
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07

0
W
n
Z
Z
U
4-0
O
H
a
0
Z
H
W
a
71
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item 13(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item 13(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
Additional sewer services due to sewer extension = 9 commercial businesses + 1 residence to be included within pump station
allocated ADF flow of 103,650 gpd permitted in W00031583.
* Volume of wastewater to be tributary to this sewer extension = 9 commercial connections * 25 employees *25 gallons per
day / connection = 5,625 gpd + 1 house * 360 gallons per day / connection = 5,985 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8" Gravity Line
Length (feet) New Gravity or Additional
Force Main
1,875 Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
(self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plansimap for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID
(self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length.
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2" d treatment facility
(RO — if "yes" to 13,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes [:]No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 12/07

14. Have the folkwring pemtits/cartitications been submitted for approval for the system or project to be served?
Wedand/Stream Crossings - General Pemat or 401Cert kation? ❑ Yes ❑ No ®NIA
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ WA
Stormwater?
❑ Yes ❑ No ®N/A
15. Does this project include any high pity fines, (see 15A NCAC 02T .0402 (2)1 involve aerial lines. siphons, or interference
manh)les)? These lines will be considered high priority and must be checked once every six months
Check if Yes: Q and provide details
1. Owrw/Permittee's Certification: (Signature of Signing Official and Project Name)
1..100Conrtet attest that this applicadon for Ck tbnn — Ptmh Rbad Gravity sewer Extension has been reviewed by me
and is accurate and complete to the best of my knowledge. I understand that if all rmgt*W parts of this application are
not c rrpWed and that if all required supporting documentation and attachments are not incAded, this applkabon
package is subject to being returned as incomplete. Note: In accordance with North Carokna General Statutes 143-
215.64 and 143-21 SLOA any person who knowingly makes any false statement; representation. or ced dcadon in any
a cation shall be guully of a Class 2 misdemeanor, which may include a 11ne not to exceed $10.000 as well as dW
pWflft3 uP to 424000Wr viyfabon.
Signing tutus" Signahu Oats
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS. THEIR PROXIMITY
TO OTHER UTILITIES. DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
z
0
1— 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
Q
c i 1. David A H Gum attest that this application for Cbnton—Russel l StGravity Sewer Extension has been reviewed by me
N. and is accurate, complete and consistent with the infon»adon fie the engineering plans, calculations: and all other
suppor ft documentation to the best of my knowledge I further~ that to the best of my knowledge the proposed
design has been prWared in ecmdance with the applkablo regulallium Gravity S"W Minimum Design Criteria for
Gravity Sewers adopted February I Z 1996, and the mir*ntun Design Criteria for the Fast Track Permitting of Pump
Stations and Fo w Mains adopted June 1, 2000 and the watershed dassiffcatiar in accaordsnce with Division guidance.
• Although other pcofessionafv may have devebped certain pwflons of this submittal package. Inclusion of these materials
C.i under my signature and seal signifies that I have reviewed this rrWedal and have judged it to be consistent with the
proposed design► Note: In accordance with NC General Statutes 143-2116A and 143-211 QX any person who knowingly
makes any false statement; representation, or ce► o'kadon in any application shall be guilty of a Class 2 misdemeanor
which may kwkide a fine not to exceed S10, 000 as well as dW penaitiss up to $240W per violation.
2a. David A. McClure. P.E.
Professional Engineer Name
2b. Withers & RaverW
Engineering Firm
2c. 111 MwXenan Drive
Mailing Address
2d. Cary 2e. NC 2f. 27511
City State Zip
2g. [phone] 2h. [phone] _�. 21. dmcdur*&LMhersravenet.com
Teisphone Facsinnie E-mail
NC PE Seal. Signature & Date
ETA 12107

State of North Carolina
Department of Environment and. Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Server Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: City of Clinton
Project Name for which flow is being requested: RyM11 Street Water and Sewer Impmvemems
More than oneFTSF-1 A/07 maybe be require4f+or a single project if the owner of the WWTP it not rwponslble for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _ Larkins Water Pollution Control Facility
b. WWTP Facility Permit #: NCO020117
All flows are in MGD
c. WWTP facility's permitted flow Lo-
d. Estimated obligated flow not yet tributary to the WWTP 0.1030
e. WWTP facility's actual avg: flaw .2,0320
E Total flow for this specific request 0_
g. Total actual and obligated flows to the facility 2.43
74
h. Percent of permitted ftow used 49.740/a
Q. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
Chown PUD PS
ADF.0.103 mg 0.08 mgd
III. Certification Statement:
I, certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the mute to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station an route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed abovo in Sections I and Ii for which I am the responsible party. Signature of this form indicates
Date

Name: CLINTON SOUTH Location: 034" 59 26.46" N 078" 18' 30.91" W NAD27
Date: 8/10/2009 Caption: Russell St Water And Sewer Improvements
Scale: 1 inch equals 4000 feet

FORM WSCAS-12/07 0 Oo WArF9pG
WATERSHED CLASSIFICATION ATTACHMENT
o <
FOR SEWER SYSTEMS
Applicant Name
Project Name
City of Clinton
Clinton — Russell St Sewer Improvements
Professional Engineer Name
Engineering Firm Name
David A. McClure, P.E.
Withers & Ravenel, Inc.
Location ID
Name of Waterbody'
County
River
Basin
Waterbody
Stream Index
No.
Waterbody
Classification
1
UT to Rowans Branch
Sampson
Cape Fear
18-68-2-8
QSW
' If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
l certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's
instructions for classifying waterbodies and that the above
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 ***
FORM: WSCAS-12/07 Page 1 of 1

Y
Name of Stream
Description
Cuff. Class
Date
Basin
Stream Index #
Spearmans Mill
From source
to
Six
C;Sw
04/01/59
Cape
Fear
18-68-2-15
Creek
Runs Creek
Gaddy Branch
From source
to
Six
C;Sw
04/01/59
Cape
Fear
18-68-2-16
Runs Creek
Tarkill Branch
From source
to
Six
C;Sw
04/01/59
Cape
Fear
18-68-2-17
Runs Creek
Mill Swamp
From source
to
Six
C;Sw
09/01/74
Cape
Fear
18-68-2-2
Runs Creek
Gillmore Swamp
From source
to
Six
C;Sw
07/01/73
Cape
Fear
18-68-2-3
Runs Creek
Tenmile Swamp
From source
to
Six
C;Sw
07/01/73
Cape
Fear
18-68-2-4
Runs Creek
Beaverdam Swamp
From source
to
Six
C;Sw
07/01/73
Cape
Fear
18-68-2-5
Runs Creek
Turkey Creek
From source
to
Six
C;Sw
04/01/59
Cape
Fear
18-68-2-6
Runs Creek
Hicks Branch
From source
to
Turkey
C;Sw
04/01/59
Cape
Fear
18-68-2-6-1
Creek
Mill Run
From source
to
Six
C;Sw
04/01/59
Cape
Fear
18-68-2-7
Runs Creek
Rowang'Braticl
From source
Ea
Six';
C;Sw
04/01/59
Cape
Fear
18-68-2-83
fCts®sttitlC Pc>ndI"(
Runs Creek
Bull Branch
From source
to
Six
C;Sw
04/01/59
Cape
Fear
18-68-2-9
Runs Creek
Clear Run (Swamp)
From source
to
Black
C;Sw
07/01/73
Cape
Fear
18-68-3
River
New Hope Creek
From source
to
Clear
C;Sw
07/01/73
Cape
Fear
18-68-3-1
Run
Red Hill Branch
From source
to
New
C;Sw
07/01/73
Cape
Fear
18-68-3-1-1
Hope Creek
Free Will Creek
From source
to
Clear
C;Sw
07/01/73
Cape
Fear
18-68-3-2
Run
Beaverdam Creek
From source
to
Clear
C;Sw
07/01/73
Cape
Fear
18-68-3-3
Run
Big Branch
From source
to
Black
C;Sw
09/01/74
Cape
Fear
18-68-4
River
Juniper Branch
From source
to
Black
C;Sw
04/01/59
Cape
Fear
18-68-5
River
Devane Branch
From source
to
Black
C;Sw
04/01/59
Cape
Fear
18-68-6
River
Rocky Branch
From source
to
Devane
C;Sw
04/01/59
Cape
Fear
18-68-6-1
Branch
Canty Mill Creek
From source
to
Black
C;Sw
09/01/74
Cape
Fear
18-68-7
River
Cobb Branch
From source
to
Canty
C;Sw
09/01/74
Cape
Fear
18-68-7-1
Mill Creek
Wild Cat Creek
From source
to
Black
C;Sw
09/01/74
Cape
Fear
18-68-8
River
Keith Branch
From source
to
Black
C;Sw
09/01/74
Cape
Fear
18-68-9
River
Page 5 of 6
2009-08-08 07:11:28