WQ0038300_Application (FTSE)_20160216

DEQ/DWR
FEB 16 2016
State of North Carolina
Department of Environmental Quality
Division of Water Resources
WQROS FAST -TRACK APPLICATION (FTA 10-14)
Division of Water Rena r rAYtTTEVIL REGIONAL OFFffnnrrESS
;RAVI'TY SEWERS, PUMP STATIONS. AND FORCE MAINS
General — When submitting this application, please use the following instructions as a checklist in order to
ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will
help produce a quicker review time and reduce the amount of requested additional information.
For more information, visit the Water Quality Permitting Section's website or;
contact the Regional Office serving your county
Unless otherwise noted, the Applicant shall submit one original and one copy of the application and supporting
documentation to the appropriate Regional Office (see page 3).
A. Cover Letter:
l Include a brief project narrative describing the final 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 (Le. adding another phase, changing line size, length, etc).
B. Application Form (FTA 10-14):
$r Submit the completed and appropriately executed Fast -Track (FTA 10-14) Application. Any
unauthorized content changes to this form shall result in the application being returned. If necessary
for clarity or due to space restrictions, attachment to the application may be made, as long as the
attachments are numbered to correspond to the section and item to which they refer. You do not need
to submit detailed plans and specifications unless you respond NO to item B(13).
1g The Professional Engineer's Certification of the application shall be signed, sealed and dated by a
North Carolina licensed Professional Engineer.
The Applicant's Certification of the application shall be signed in accordance with 15A NCAC 02T
.0106(b). Per 15A NCAC 02T .0106(c), an altemate person may be designated as the signing official if
a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
C. Application Fee:
a Submit a check in the amount of $480 to: North Carolina Department of Environmental Quality
(NCDEQ).
:- Checks shall be dated within 90 days of application submittal.
D. Certificate of Public Convenience and Necessity (For Privately -Owned Public Utilities Only):
❑ Per 15A NCAC 02T .0115(a)(1), provide two copies of the Certificate of Public Convenience and
Necessity from the North Carolina Utilities Commission demonstrating the Applicant is authorized to
hold the utility franchise for the area to be served by the sewer extension, or
❑ Provide two copies of a letter from the North Carolina Utilities Commission's Water and Sewer Division
Public Staff stating an application for a franchise has been received and that the service area is
contiguous to an existing franchised area 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.
E. Operational Agreements (For Home/Property Owners' Associations and Developers of Tots to be sold):
Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (HOA 08-13).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
r Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (DEV 08-13).
Even if the project may be turned over to a municipality upon completion, Form DEV 08-13 is required.

F. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance Form (FTSE 08-13)
'83 Submit the completed and appropriately executed Flow Tracking/Acceptance for Sewer Extension
Permit (FTSE 08-13) Form for all applications.
r The applicant (and owners of downstream sewers, pump stations and/or treatment facilities submitting
form FTSE 08-13 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 08-13
from the owner of the downstream sewer and owner of the WWTF, if different.
• The flow acceptance indicated in form FTSE 08-13 must not expire prior to permit issuance and must
be dated less than one year prior to the application date.
r Submittal of this application and form FTSE 08-13 indicates that owner has adequate capacity
and will not violate G.S. 143-215.67(a).
r Intergovernmental agreements or other contracts will not be accepted in lieu of a project -
specific FTSE 08-13.
G, Site Map (AU Application Packages):
,kj Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and closest surface waters. Each map must include at a minimum:
• The location of the sewer line and pump stations and be of reproducible quality.
✓ Downstream connection points and the permit number for the receiving sewer (if known)
r Pump Station Locations and the longitude and latitude for each pump station (if applicable)
Include a street level map showing all relevant project areas.
H. Stream Classification (WSCAS 01-15)
0 Submit the completed and appropriately executed Watershed Classification Attachment form
(WSCAS 01-15) if any portion of the sewer system project is within 100 feet of any surface water or
wetlands.
• A variance must be requested for encroachment within required setbacks or buffers pursuant to 15A
NCAC 02T .0305(f)
1. Environmental Assessments (Projects subject to an Environmental Assessment (EA)):
Projects involving an Environmental Assessment per 15A NCAC 01 C .0408, must be submitted for a
full technical review and must be submitted to the PERCS Unit on application forms provided by the
Division.
J. Alternative Sewer Systems
• Projects involving low pressure sewer systems, vacuum sewer systems and other alternative sewer
systems must be submitted for a full technical review and must be submitted to the PERCS Unit on
application forms provided by the Division.
K. 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 the project, please indicate in B(12)
and give the permit number of the second facility.
L. 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 Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
Water Quality Section
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
Water Quality Section
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, lredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Raleigh Regional Office
Water Quality Section
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Washington Regional Office
Water Quality Section
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
Water Quality Section
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Winston-Salem Regional Office
Water Quality Section
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRUCTIONS FOR APPLICATION FTA 10-14 & SUPPORTING DOCUMENTATION Page 3 of 6

A. APPLICATION INFORMATION
B. PERMIT INFORMATION
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
1. Owner/Permittee:
la. Town of Elizabethtown
Application Number: �1 f�
(to be completed by DWR) V — VV33Io
Full Legal Name (company, municipality, HOA, utility, etc.)
1b. Eddie Madden, Town Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials)
1 c. The legal entity who will own this system is:
0 Individual 0 Federal ® Municipality 0 State/County 0 Private Partnership 0 Corporation ❑ Other (specify):
1 d. PO Box 716 le. Elizabethtown
Mailing Address City
If. NC lg. 28337
State Zip Code
1 h. 910-862-2066 1 i. 1 j. [e-mail]
Telephone Facsimile E-mail
2. Proiect (Facility) Information:
2a. Cape Fear Vineyard Sewer Extension 2b. Bladen
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Pat DeVane, Public Services Director, Town of Elizabethtown
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-862-2035, Ext 2032 3c. [e-mail]
Phone Number E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
2. Owner is ® Public (skip to Item B(3)) 0 Private (go to Item 2(a))
2a. If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Town of Elizabethtown
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Elizabethtown WWTF 4b. OoaCtIbil
Name of WWTF
5a. Town of Elizabethtown 5b. 8"
Owner of Downstream Sewer Receiving Sewer Size
6. The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
® Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
WWTF Permit No.
® Gravity 5c. W QC S 0 015'
❑ Force Main Permit # of Downstream Sewer (Instruction F)
❑ Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 2.520
*Do not include future flows or previously permitted allocations
100% Domestic/Commercial
% Industrial
(Attach Description)
Other
(Attach Descrintionl
gallons per day
8. If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 10-14 APPLICATION Page 4 of 6

9. . Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(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).
GI A' i S �. �. I t3 c Roo S C ix() 2, s 2 0 6/JD
acogiti
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8" 303.67
New Gravity or Additional
Force Main
New Gravity
W
M
H11. Summary of Pump Stations w/ associated ForcenMains/to be Permitted (attach additional sheets as necessary)
Z Pump Station Location ID: /t , • LI°I.4 illiNseif chosen - as shown on plans/map for reference)
V0 /7 o / g'• /3 rocs.cP t
Longitude: Latitude:
Z
0
Design Flow Operational Point G"" eliabilit 0 do
4 (MGD) GPM @TDH C:.=permanerrt generator w/ATS- Force Main Size Force Main Length
2 - ports a Hera or w/MTS / 0 I/ 44 54t 0 7
�. 5 r,3aa@ f�'e T,
0
IL
Z Pump Station Location ID: (self chosen - as shown on plans/map for reference)
f- Latitude:
� Longitude:
W Design Flow
a- Design
m
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator wIMTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
0 Yes ►:I No If Yes, permit number of 2rd treatment facility :
(RO - if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chanter 2T as applicable?
❑ Yes ® No
If No, complete and submit the Variance/Alternative Design Request (VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.

C. CERTIFICATIONS
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes 0 No ® N/A
Trout Buffer Waiver? ❑ Yes 0 No ® N/A
Stormwater? 0 Yes ❑ No ® N/A
15. Does this project include any high priority lines (15A NCAC 02T .0402 f2)) involve aerial lines, siphons. or interference
manholes)? These lines will be considered high orioritv and must be checked once every six months
Check if Yes: 0 and provide details: N/A
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Eddie Madden . attest that this application for Cape Fear Vineyard Sewer Extension
has been reviewed by me and is accurate and complete to the best of my knowledge. ! understand that if all required
parts of this application are not completed and That if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed S10,000
as well as civil penalties up to $25,000 per violation.
a
1 a.
Signiht'g Official Signature
/:1/6
Date
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
2. Professional Engineers Certification: (Signature of Design Engineer and Project Name)
1, Robert P. Armstrona. Jr.. P.E. ,attest that this application for Cape Fear Vineyard Sewer Extension
has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans,
calculations, and all other supporting documentation to the best of my knowledge. 1 further attest that to the best of my
knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers adopted February 12. 1996, and the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance
with Division guidance. Although other professionals may have developed certain portions of this submittal package,
inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and have judged it to
be consistent with the proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.68, any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed S10.000 as well as civil penalties up to $25,000 per
2a. Robert P. Armstrong. Jr., P.E.
Professional Engineer Name
2b. Summit Design Group, Inc.
Engineering Firm
2c. PO Box 995
Mailing Address
2d. Bladenboro
2e. NC 2f. 28320
City State Zip
2g. 910-876-0376 2h. 2i. [e-mail]
Telephone
Facsimile
E-mail
NC PE Seal, Signature & Date

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Town of Elizabethtown
Project Name for which flow is being requested: Cape Fear Vineyard Sewer Extension
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible 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: TOWN OF ELIZABETHTOWN
b. WWTP Facility Permit #: NC0026671
All flows are in MGD
c. WWTP facility's permitted flow 1.225
d. Estimated obligated flow not yet tributary to the WWTP N/A
e. WWTP facility's actual avg. flow 0.598
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
.00252
0.60
48.9%
II. 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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / p f), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
LOCKS RD. 1.872 0.557 0.345 N/A 0.348 0.212
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I j 43• 11-' L .Jt certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route 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
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. 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 above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Z3.lJor
Signing Official Signature
EJt redo-
Date
Page 2 of 6
FTSE 08-13

SUMMIT DESIGN GROUP, INC.
STRUCTURAL • CIVIL • MECHANICAL • ELECTRICAL
February 6, 2016
Mr. Trent Allen
NC DEQ-DWR
225 Green Street, Suite 714
Fayetteville, NC 28301
RECEIVED
DEQ/DWR
FEB 1 6 2016
WQROS
FAYETTEVILLE REGIONAL OFFICE
RE: Sanitary Sewer Extension to Serve Cape Fear Vineyard
Aviation Parkway, Elizabethtown, North Carolina
Dear Mr. Allen:
Please find the following attached items regarding the fast track gravity sewer application for the above
referenced project:
1. Completed and executed Form FTA 10-14 Fast Track Application for Gravity Sewers, Pump Stations
and Force Mains.
2. Application Fee in the amount of $480
3. Form FTSE 08-13, WWTF Capacity and Flow Tracking/Acceptance Form
4. Site Map: color USGS & Street level map, 8.5"x11"
The proposed sanitary sewer extension will extend approximately 304 linear feet of 8" diameter, PVC, SDR
35 gravity sewer pipe, within a public easement, into the Cape Fear Vineyard property to serve 12 proposed
cottage units intended for overnight transient visitors. A total of 21 bedrooms are expected to generate no more
than 2,520 gallons per day (21 bedrooms X 120 gpd/br = 2,520 gpd) of waste water flow. The proposed sewer
will extend from an existing precast concrete sewer manhole which will be core drilled and booted for the new
connection and will terminate approximately 304 linear feet at a new 4' diameter precast concrete sewer
manhole with cast ring and cover.
If you any questions, feel free to give me a call on my mobile phone at 910-876-0376.
Sincerely,
Robert P. Armstrong, Jr., P.E.
• PO BOX 995 • BLADENBORO, NC 28320 •
Practical Solutions, Superior Service

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USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
1. Owner/Permittee:
1 a. Town of Elizabethtown
Full Legal Name (company, municipality, HOA, utility, etc.)
1b. Eddie Madden, Town Manager
Application Number:
(to be completed by DWR)
RECEIVED
DEQ/DWR
FEB 16 2016
WQROS
FAYETTEVILLLEFc ICE
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing official
1c. The legal entity who will own this system is:
0 Individual ❑ Federal ® Municipality 0 State/County ❑ Private Partnership ❑ Corporation 0 Other (specify):
1 d. PO Box 716
Mailing Address
1f. NC
State
1 h. 910-862-2066 1 i.
Telephone
1 e. Elizabethtown
City
1 g. 28337
Zip Code
1 j. [e-mail]
Facsimile E-mail
2. Proiect (Facility) Information:
2a. Cape Fear Vineyard Sewer Extension 2b. Bladen
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Pat DeVane, Public Services Director, Town of Elizabethtown
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-862-2035, Ext 2032 3c. [e-mail]
Phone Number E-mail
1. Project is ® New 0 Modification (of an existing permit) If Modification, Permit No.:
2. Owner is ® Public (skip to Item B(3)) 0 Private (go to Item 2(a))
2a. If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
DEVANE INCORPORATED
GENERAL CONTRACTOR
BUILDING ELECTRICAL & PLUMBING
ENVIRONMENTAL CONSULTANT
P.O. BOX 5 910-862-7198
ELIZABETHTOWN, NC 28337
ORER OFY TO E NCDEQ
Four Hundred Eighty and 00/100*******************
NCDEQ
MEMO
66-21/530
1/25/2016
$ *"480.00
31604
*********************************************************************DOLLARS
6
FTA 10-14 APPLICATION Page 4 of 6

• Central Files: APS _ SWP
2/18/2016
Permit Number WQ0038300 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
trent.allen
Coastal SWRule
Permitted Flow
2,520
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Cape Fear Vineyard Sewer Extension
Location Address
Owner
Major/Minor Region
Minor Fayetteville
County
Bladen
Facility Contact Affiliation
Owner Name
Town of Elizabethtown
Dates/Events
Owner Type
Government - Municipal
Owner Affiliation
Eddie Madden
PO Box 700
Elizabethtown
NC 28337
Orig Issue
2/18/2016
App Received Draft Initiated
2/16/2016
Scheduled
Issuance Public Notice Issue Effective Expiration
2/18/2016 2/18/2016
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin