WQ0038703_Sewer Extension_20160922

E C E I V E D
040� wATF'9pG DEQ/DWR State of North Carolina
Department of Environment and Natural Resources
y - . :%J'!: Division of Water Quality
O FAST -TRACK APPLICATION (FTA 12-12)
WQROS for GRAVITY 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 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 6).
A. Cover Letter:
0 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 12-12):
® Submit the completed and appropriately executed Fast -Track (FTA 12-12) 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 B03).
® The Professional Engineer's Certification of the application shall be signed, sealed and dated by a
North Carolina licensed Professional En iq neer.
® 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 maybe 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:
® Submit a check in the amount of $480 to: North Carolina Department of Environment and Natural
Resources (NCDENR).
➢ 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 (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit the proposed or approved 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 (FORM: DEV).
Even if the project may be turned over to a municipality upon completion, Form DEV 12-12 is required.
INSTRUCTIONS FOR APPLICATION HRIS 08-1 1 & SUPPORTING DOCUMENTATION Page l of 6

F., Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance Form (FTSE 06/13)
® Submit the completed and appropriately executed Flow Tracking/Acceptance for Sewer Extension
Permit (FTSE 06/13) Form for all applications.
➢ The applicant (and owners of downstream sewers, pump stations and/or treatment facilities submitting
form FTSE 06/13 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 06/13
from the owner of the downstream sewer and owner of the WWTF, if different.
➢ The flow acceptance indicated in form FTSE-06/13 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-06/13 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-06/13.
F. 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:
➢ 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.
G. Stream Classification (WSCAS 12-12)
❑ Submit the completed and appropriately executed Watershed Classification Attachment form
(WSCAS 12-12) 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)
H. Environmental Assessments (Projects subject to an Environmental Assessment (EA)):
➢ Projects involving an Environmental Assessment per 15A NCAC 01C .0408 or are funded through the
Division's Infrastructure Finance Section (IFS) must be submitted for a full technical review and must be
submitted to the IFS on application forms provided by the Division.
I. 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 Division's
Infrastructure Finance Section (IFS) on application forms provided by the Division.
J. 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.
K. Certifications — Section C
➢ The application must be certified by boththe 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 12-12 & SUPPORTING DOCUMENTATION Page 2 of 6

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USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application Number.
(to be completed by DWQ)
1. Owner/Permittee: v�
1 a. Moore County
Full Legal Name (company, municipality, HOA, utility, etc.)
1b. Randy Gould, PE, Moore County Public Works Director
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials)
1c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1 d. PO Box 1927
Mailing Address
1f. NC
State
le. Carthage
City
1 g. 28327
Zip Code
1h. 910-947-6315 1i. 910-947-1992 1j. [e-mail]
Telephone Facsimile E-mail
2. Project (Facility) Information:
2a. PN 61064 — SOF Upgrade Training Facility 2b. Moore
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a. Blake Hall, PE, Timmons Group
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 919-866-4933 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)) ❑ 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. Moore County
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Moore County Water Pollution Control Plant 4b. NC 0037508
Name of WWTF WWTF Permit No.
. . - — -
5a. Moore County 15b ® Gravity 5c. Solitter Box at WPCP Raw Sewage Inflow
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) 100% Dom esticlCommercial
❑ Apartments/Condominiums ❑ Institution %Industrial
❑ Mobile Home Park ❑ Hospital
❑ School El 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 33,000 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 12-12 APPLICATION Page 3 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).
i
! Ready Building - 60 gal/day X 240 users = 14,400 GPD
Ready Building (future) - 60 gal/day X 240 users = 14,400 GPD
Support Building - 25 gal/day X 168 users = 4,200 GPD
i
Total = 33,000 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) New Gravity or Additional
Force Main
8" 496 Gravity
4" 540 Force Main
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F. 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
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UPump Station Location ID: Lift Station (self chosen - as shown on plans/map for reference)
ZLongitude: 35° 02' 42.7804" Latitude: -790 29' 24.8071"
0
N Design Flow Power Reliability Option
Q (MGD) Operational Point 1 - permanent generator WATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
0 33,000
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Pump Station Location ID: _
Longitude:
LIJ
149 @ 19.2 1- permanent generator w/ATS 4" 540'
Latitude:
(self chosen - as shown on plans/map for reference)
p„ Design Flow OPower Reliability Option
(MGD) perational Point 1 - permanent generator w/ATS; Force Main S ze Force Main Length
m GPM @TDH 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?
I ElYes ® No If Yes, permit number of 2"d treatment facility
(RO — if "yes" to 6,12 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 12-12 APPLICATION Page 4 of 6

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Al
Wetland/Stream Crossings - General Permit or 401Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Trout Buffer Waiver?
Stormwater?
❑ Yes ❑ No ® N/A
® 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, Randy Gould. PE, attest that this application for Upgrade Training Facility has been reviewed by me and is
accurate and complete to the best of my knowledge. I 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-
215.68, 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 $10,000 as well as civil penalties up to $25,000
per viol
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1a.
Offic
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
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Blake Hall, PE ,attest that this application for Upgrade Training FacilitV 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. I 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 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 143-215.68, 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 $10,000 as well as civil penalties up to $25,000 per violation.
2a. Blake Hall, PE
Professional Engineer Name
2b. Timmons Group
Engineering Firm
2c. 5410 Trinity Road, Suite 112
Mailing Address
2d. Raleigh 2e. NC 2f. 27607
City State Zip
2g. 919-866-4933 2h. 919-859-5663
Telephone Facsimile
2i. [e-mail]
E-mail
\N CAROB/���''.
SEAL _
038616 =
NC PE Seal. Signature & Date
F FA 12-12 APPLICATION Page 5 of 6

THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION (ORIGINAL AND COPY) SHALL BE
SUBMITTED TO THE APPROPRIATE REGIONAL OFFCE:
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
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Slanly, 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
F'fA 12-12 APPLICATION Page 6 of 6

State of North Carolina
Department of Environment and Natural Resources
a Division of Water Resources
r„vk;oij of watef tte%om t es Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Moore County
Project Name for which flow is being requested: PN 61064 Upgrade Facility
More than one FTSE nmy be required for a single project if the owner of the IVWTP 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: Moore County Water Pollution Control Plant
b. WWTP Facility Permit #: NC 0037508
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
10.0
0.35758
5.28500
0.03300
5.67558
56.7558%
1I. 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 / pt),
Daily Flow,
Daily Flow,
Obligated
Available
Number) MOD MOD
MOD
MOD
Flow
Capacity***
Camp
MacKall 0.25344 0.10137
0.02106
0.01445
0.03551
0.06586
* 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 < 0.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
1, Randy Gould, PE, Public Works Director 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.
�f
ing
Date
Page 2 of 6
f- 'M` 08-1:3

PN 61064 SOF Upgrade Training Facility
Fort Bragg, NC
Sanitary Sewer Design Narrative
8-3-16
Project Overview
The Upgrade Training Facility consists of three new buildings to be constructed on the northern side of
Camp Mackall. The new buildings will include a Battalion Support Facility, Company Administration, and
a Ready Building. The Company Administration Building and the Ready Building are located on the
corner of Loop Road and Special Forces Way. The Battalion Support Facility is located off of the
intersection of Robin Sage Lane and 3`d SFG Street. Current topography is gently sloping to moderate.
The sites will tie to the existing water and sanitary sewer infrastructure.
Sanitary Sewer Design Methodology and Summary
Sanitary sewer service will be provided to the new buildings by means of a gravity collection system and
force main. A new collection network will be extended into the site near the Battalion Support Facility.
The new gravity collection system will tie into the existing 8" sanitary sewer line located on 3rd SFG
Street. A new collection network will be extended into the site near the ready building and the
Company Administration Building. A 6" gravity service lateral will connect to the Ready Building waste
system and a 4" gravity service lateral will connect to the Company Administration Building waste
system. Additionally, a new 5" stub will be provided to the western side of the Ready Building to allow
for a future connection from another project. The new gravity collection system will terminate at a wet -
well manhole located on the north eastern side of the Company Administration Building. A force main
will then run north approximately 300 L.F. along Special Forces Way and tie into an existing manhole.
The design wastewater flow is calculated to be 33,000 gallons per day based on the NCAC 2T rules. The
facilities most closely comply with the "General Business and Office" category.

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RECEIVED
DEQ/DWR
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application Number:
(to be completed by DWQ) !y 3 ; n ! ;;
1.
Owner/Permittee:
la.
Moore County
Full Legal Name (company, municipality, HOA, utility, etc.)
VVQROS
Z
FAYETTEVILLE REGiCINAL �FF,CE
0
1b.
Randy Gould PE, Moore County Public Works Director
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials)
0
1c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0
id.
PO Box 1927
le. Carthage
U.
Mailing Address
. City
Z
1 f.
NC
1 g. 28327
Z
State
Zip Code
0
1h.
910.947-6315 1i. 910-947-1992
1j, rgould®moorecountync.gov
aTelephone
Facsimile
E-mail
V
2.
Prolect (Facility) Information:
J
2a.
PN 61064 - SOF Upgrade Training Facility
2b. Moore
dBrief
Project Name (permit will refer to this name)
County Where Project is Located
a
3.
Contact Person:
Q3a.
Blake Hall, PE, Timmons Group
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
919-866-4933
3c, bfake.hall®timmons.com
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)) ® 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'.a. 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))
TIMMONS GROUP
1001 Boulders Pkwy., Suite 300
North Chesterfield, Virginia 23225
[phone] Fax [phone]
FED I.D.# 54-1301413
PAY Four Hundred Eighty and 00/100 Dollar {
TO THE NCDENR
ORDER
OF
TOWNEBANK
68-894/514
August 15, 2016 5
3
S
L1
$480.00
i
FTA 12-12 APPLICATION
Page 3 of 6

Central Files: APS _ SWP _
9/22/2016
Permit Number
WQ0038703
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
Permit Contact Affiliation
trent.allen
Coastal SWRule
Permitted Flow
33,000
Facility
Facility Name
Major/Minor
Region
PN 61064 - SOF Upgrade Training Facility
Minor
Fayetteville
Location Address
County
Moore
Facility Contact Affiliation
Owner
Owner Name
Owner Type
Moore County
Non -Government
Owner Affiliation
Randy G. Gould
Director Public Works
PO Box 1927
Dates/Events
Carthage
NC 28327192
Scheduled
Orig Issue App Received Draft Initiated
Issuance Public Notice Issue Effective Expiration
9/22/2016 8/23/2016
9/22/2016 9/22/2016
Regulated Activities
Requested /Received Events
Wastewater collection
Additional information requested
9/2/16
Additional information received
9/20/16
Outfall
Waterbody Name
Streamindex Number Current Class
Subbasin