WQ0037754_Application_20150427

RECEIVEu State of North Carolina
Department of Environment and Natural Resources
DWR APR 2 7 2015 Division of Water Resources
�r FAST -TRACK APPLICATION (FTA 08-13)
Division of Water ResourcAENR-FAYETTEVILLE REGIONAL OfWIGRAVITY 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 Surface Water Section's Collection Systems 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 6).
A. Cover Letter:
E 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 (i.e. adding another phase, changing line size, length, etc).
B. Application Form (FTA 08-13):
Ei Submit the completed and appropriately executed Fast -Track (FTA 08-13) 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).
® 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 alternate 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:
E Submit a check in the amount of $480 to: North Carolina Department of Environment and Natural
Resources (NCDENR).
y 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 lots 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.
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 01-12 is required,
INSTRUCTIONS FOR APPLICATION FTA 08-13 & SUPPORTING DOCUMENTATION Page 1 of 6

F. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance Form (FTSE 08-13)
M Submit the completed and appropriately executed Flow Tracking/Acceptance for Sewer Extension
Permit (FTSE 08-13) Form for all applications.
Al 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.
y 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.
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).
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -
specific FTSE 08-13.
G. Site Map (All Application Packages):
® 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:
10, 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)
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 08-13)
❑ Submit the completed and appropriately executed Watershed Classification Attachment form
(WSCAS 08-13) 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
NCAC 02T .0305(f)
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.
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.
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.
INSTRUCTIONS FOR APPLICATION FTA 08-13 & SUPPORTING DOCUMENTATION Page 2 of 6

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application Number:
• (to be completed by DVNR)
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1. Owner/Permittee:
1 a. HOKE COUNTY
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Letitia Edens, County 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:
❑ Individual ❑ Federal ❑ Municipality ® State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1 d. P.O. Box 240 le. Raeford
Mailing Address
1f. NC
State
1 h. 910-848-0385
1g
City
28376
Zip Code
1 j. [e-mail]
Telephone Facsimile E-mail
2. Protect (Facility) Information:
2a. Turnberry - Section 2 2b. Hoke
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a. David A. Matthews, Senior Designer, Moorman, Kizer & Reitzel, Inc.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-484-5191 3c. [e-mail]
Phone Number E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
1 i. 910-875-2590
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 D)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (instruction E)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. City of Raeford
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. City of Raeford WWTP 4b. NCO026514
Name of WWTF WWTF Permit No.
5a. City of Raeford 5b. 18" ® Gravity 5c. W00033891 Modification
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction F)
6. The origin of this wastewater is (check all that apply):
® Residential Subdivision ❑ Retail (Stores, shopping centers) % Domestic/Commercial
❑ Apartments/Condominiums ❑ Institution % Industrial
❑ Mobile Home Park ❑ Hospital
❑ School ❑ Church (Attach Description)
❑ Restaurant ❑ Nursing Home % Other
❑ Office ❑ Other (specify):
(Attach Description)
7. Volume of wastewater to be allocated or permitted for this particular project: 36,000 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 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 08-13 APPLICATION Page 3 of 6

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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).
100 Lots with 3 bedrooms @ 120 gpd per bedroom = 100 x 360 = 36,000 gpd for Turnberry - Section 2. This project will tie
into into existing Townsend Creek Interceptor Outfall line.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
11
Length (feet) New Gravity or Additional
Force Main
3,063 New Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID:
Longitude:
(self chosen - as shown on plans/map for reference)
Latitude:
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:
Longitude:
Latitude:
(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 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 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 08-13 APPLICATION Page 4 of 6

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification?
❑ Yes
❑ No
® N/A
Sedimentation and Erosion Control Plan?
® Yes
❑ No
❑ N/A
Trout Buffer Waiver?
[--]Yes
[:]No
® N/A
Stormwater?
® Yes
❑ No
❑ N/A
15. Does this project include any high priority lines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details:
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Letitia Edens attest that this application for Turnberry - Section 2 has been reviewed by me
and is accurate and complete to the best of my knowledge. 1 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 $10,000 as well as civil penalties up to $25,000
nirt Official Si
y / rS
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
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F' 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
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V I, Jiames M. Kizer, Jr., P.E. attest that this application for Turnberry- Section 2 has
OL 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. I further attest that to the best of my knowledge the
W proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design
V 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
Vguidance. Although other professionals may have developed certain portions of this submittal package, inclusion of these !,
materials under my signature and seal signifies that I 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 143-215.6B, 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 $10,000 as well as civil penalties up to $25,000 per violation.
2a. James M. Kizer, Jr., P.E.
Professional Engineer Name
2b. Moorman, Kizer & Reitzel, Inc.
Engineering Firm
2c. P.O. Box 55374
Mailing Address
2d. Fayetteville 2e
City
2g. 910-484-5191 2h. 910-484-0388 2i.
.N�i:.A1lJ fr,-
NC 2f. 28305
State Zip
[e-mail]
Telephone Facsimile
E-mail NC PE Seal, Signature & Date
FTA 08-13 APPLICATION Page 5 of 6

THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION (ORIGINAL AND COPY) SHALL BE
SUBMITTED TO THE APPROPRIATE REGIONAL OFFCF.:
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,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
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, Bertie, 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
FTA 08-13 APPLICATION Page 6 of 6

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QUADRANGLE LOCATION
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ADJOINING 7.5 QUADRANGLES

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RECEIVED
APR 2 7 2015 State of North Carolina
Department of Environment and Natural Resources
DWR-FAYETTEMLLE REGIONAL OFFICE Division of Water Resources
Division of Water itesom, e, Flow TrackinglAcceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: City of Raeford
Project Name for which flow is being requested: Turnberry Subdivision - Section 1 xtio
More than one M. E 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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: City of Raeford WWTP
b. WWTP Facility Permit #: NCO026514
All flows are in MGD
c. WWTP facility's permitted flow 3.00
d. Estimated obligated flow not yet tributary to the WWTP 1.07
e. WWTP facility's actual avg. flow 1.93
f. Total flow for this specific request .05184
g. Total actual and obligated flo%vs to the facility 3.04
h. Percent of permitted flow used 16001„
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 1 pf),
Daily Flow,
Daily Flow.
Obligated
Available
Number)
MGD
MGD
MGD
MGD
Flow
Capacity***
800 gpd na
Kiverbrook
� -1111 i
1.063
.05
.02
.07
_ .997
* The Finn Capacity of any purnh station is defined as the maximum hrmped iloiN that
can be achieved with the largest pump taken out of service.
** Design Avera;!e Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Asscssment Addendum shall be attached for each pump station located
between the project connection point and the WWII' %i here the Available Capacity is <0.
Page 1 of 6
l: TS E: 08-13

Ill. Certification Statement:
I Dennis Baxley 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 11
plus all attached planning assessment addendurns for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing e?ffivial Signature
Date
Page 2 of 6
FTSE 08-13

April 21, 2015
Mr. Trent Allen
NCDENR
225 Green Street
Suite 714 Systel Building
Fayetteville, NC 28301
Re: Fast -Track Application for Gravity Sewer Mains
Turnberry Subdivision — Section 2
Hoke County, NC
Dear Mr. Allen,
ENGINEERS IWM
PLANNERS
SURVEYORS
MOORMAN, KIZER & REFUEL, INC.
115 Broadbot Ave.
P.O. Box 53774
Fayetteville, NC 28305
[phone]
Fax: [phone]
www.mkrinc.com
RECEIVEY
APR 2 7 2015
DENR-FAYETTEMLE REGIONAL OFFICE
Enclosed is one original and one copy of the Fast -Track Application, check for $480.00
and attachments for gravity sewer mains for the Turnberry — Section 2 Development in
Hoke County. This project is located off of US 401 South — Fayetteville Road in Hoke
County and is an addition to existing Turnberry Phase I development.
The work associated with this section will include gravity sewer infrastructure to serve a
total of 100 lots at build out. Project will be build in three (3) section proposed. Section
2, Part 1 will have 51 lots. Section 2, Part 2 will have 29 lots. Section 2, Part 3 will have
20 lots. Flows generated from this development will discharge into existing Raeford
WWTP.
I would appreciate you reviewing this application as soon as possible and letting me
know if you have any questions or need additional information. Please feel free to give
me a call or e-mail me at the (910-484-5191) or davidmkmkrinc.com.
Sincerely,
David A. Matthews, Senior Designer
DAM:dam
Encl.
Cc: Hoke County Utilities
Leonard McBryde III, P.E.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application Number:
(to be completed by DWR)
1. OwneMPennittee:
1a. HOKE COUNTY
Full Legal Name (company, municipality, HOA, utility, etc.)
--- - ------
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-- ----- - -- _ — - - - --- ----- -- - -- ---- - ---- ---- __. _.... ----- — -_ _
1 b. Letitia Edens, County 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:
Individu 10 Federal Municipality ®State/County ❑ Prorate Partnership Corporation ❑ Other (specify):
O
1 d. P.O. Box 240 1e. Raeford
LL
Mailing Address City
'--
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- - -- ------ -- - - --- -- -- - _
1 f. NC 1 g. 28376
Z`
State Zip Code
.1 h. 910-848-0385 '1 i. 910-875-2590 1 [e-mail]
_1j.
Telephone Facsimile E-mail
V
2 Project /Facility) Information:
a2a.
Tumberry - Section 2 2b. Hoke
a
- Brief Project Name (permit will refer to this name) County Where Project is Located
- .--Coun— her
Q
3. Cct ontaPerson:
'Q
3a. David A. Matthews, Senior Designer, Moorman, Kizer & Reitzel, Inc.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-484-5191 3c. [e-mail]
Phone Number E-mail
1. Project is ® New ❑ Modification (of an eAsting permit) If Modification, Permit No.:
2. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
Lin
7&OYD 'R0PER� AND
DEVELOPMENT, INC.
l P.O. BOX 53630
FAYETTEVILLE, NC 28305-3630
[phone]
PAY THE SUM OF:
"'*Four Hundred Eighty Dollars
PAY TO THE ORDER OF:
N.C.DEPT.OF ENVIRONMENT&NATURAL RESOURCE
CHECK NUMBER:
FIDELITY BANK
4612
66-3581531 CHECK DATE:
04/14/2015
CHECK AMOUNT: `"***480.00
4612
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AUTHORIZED SIGNATUf.�E �9� ��
ADES ��
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 08-13 APPLICATION Page 3 of 6

Central Files: APS _ SWP
5/11/2015
Permit Number WQ0037754 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.00 Individual
Primary Reviewer
trent.allen
Coastal SWRule
Permitted Flow
36,000
Facility
Permit Contact Affiliation
Facility Name Major/Minor Region
Turnberry - Section 2 Minor Fayetteville
Location Address County
Hoke
Facility Contact Affiliation
Owner
Owner Name Owner Type
Hoke County Non -Government
Owner Affiliation
Letitia Edens
227 N Main St
Dates/Events Raeford NC 28376
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
5/11/2015 4/27/2015 5/11/2015 5/11/2015
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin