WQ0036899_Sewer Extension_20131220

DENR--FRO State of North Carolina
Department of Environment and Natural Resources
w. w'M •• hr.an
C t Division of Water Resources
`�, FAST -TRACK APPLICATION (FTA 08-13)
`kl of Water Resources OW Q 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:
® 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):
® 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:
® 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 (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)
® Submit the completed and appropriately executed Flow Tracking/Acceptance for Sewer Extension
Permit (FTSE 08-13) Form for all applications.
➢ 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.
➢ 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:
➢ 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 15A
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.
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(1b). 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

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
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
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,
Water Quality Section
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,
Water Quality Section
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,
Water Quality Section
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,
Water Quality Section
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
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
INSTRUCTIONS FOR APPLICATION FTA 08-13 & SUPPORTING DOCUMENTATION Page 3 of 6

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Application Number:
(to be completed by DWR)
1.
1
Owner/Permittee:
la.
Moore County
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
0
1 b.
Rand Gould - Moore CountyPublic Works Director
F—
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):
0
PO Box 1927
le. Cartha e
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Mailing Address
City
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NC
1 g. 28327
State
Zip Code
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0
Ii h.
910.947.6315 1
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1 j. rgould0moorecountync.gov
Telephone
Facsimile
E-mail
U2.
Project (Facility) Information:
J
2a.
Walker Station Subdivision
b. Moore
IL
d
Brief Project Name (permit will refer to this name)
County Where Project is Located
Q
3.
Contact Person:
Q
a.
Jeff McCluske , PE — Civil Engineer/Designer with Mc2 Engineering
Name and Affiliation of Someone Who Can Answer Questions About this Application
�3b.
704.510.9797
c. Jeff mc2en .com
II
Phone Number
E-mail
11.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
a.
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
OOwner
of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
a.
Addor WPCP
4b. NC 0037508
Name of WWTF
WWTF Permit No.
Q
a.
Moore Countyb.
8"
® Gravity
c. Unknown
eceiving Sewer Size
❑ Force Main
_
Owner of Downstream Sewer
Permit # of Downstream Sewer (Instruction F)
0
LL
13.
The origin of this wastewater is (check all that applyy
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® Residential Subdivision
❑ Retail (Stores, shopping centers)
1 0% Domestic/Commercial
❑ Apartments/Condominiums
❑ Institution
% Industrial
❑ Mobile Home Park
❑ Hospital
LLI
❑ School
❑ Church
(Attach Description)
4.
❑ Restaurant
❑ Nursing Home
% Other
❑ Office
❑ Other (specify):
m
(Attach Description)
7.
Volume of wastewater to be allocated or permitted for this particular project: 25,200 gallons per day
'Do not include future flows or previously permitted allocations
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 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 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).
70 residential lots at 3 bedrooms per house and 120 gpd/bedroom = 25,200 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"
4112.95
New Gravity
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_
Z
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11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
0
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
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Longitude: Latitude:
Z
O
-
Design Flow
Operational Point
Power Reliability Option
Q
(MGD)
GPM a TDH
1 - permanent generator w/ATS;
Force Main Size
Force Main Length
2 - portable generator w/MTS
ZPump
Station Location ID: (self chosen - as shown on plans/map for reference)
H
Longitude: Latitude:
W
a
Design Flow
Operational Point
Power Reliability Option
MGD
( )
GPM �TDH
1 - permanent generator w/ATS;
Force Main Size
Force Main Len
Length
m
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 Permitting of Pumo Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chaoter 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 5 of 6

4. Have the following permits/certifications been submitted for approval for the system or project to be served?
Weband/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
5. 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
:heck if Yes: ❑ and provide details:
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
/, Randy Gould - Moore County Public Works Director, attest that this application for Walker Station Subdivision
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 143-215.6B, any person who knowingly makes any false statement, representation, or
application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
/ties $25,000 pe violation.la.
OL
A—
gn ur Date
V
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
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Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
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I, Jeffrey D. McCluskev ,attest that this application for Walker Station Subdivision has been reviewed by
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me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
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supporting documentation to the best of my knowledge. l 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
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Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
0
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 / 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 civi enalt. s up to $25,000 per violation.
a. Jeffrey D. McCluske , PE
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Professional Engineer Name •
�2b. Mc2 Engineering,Inc. 4
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FTA 08-13 APPLICATION Page 6 of 6

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ENGINEERING
DENR-FRO
Transmittal DEC 10 2013
Mc2 Engineering, Inc. OWQ
2110 Ben Craig Dr., Ste. 400
Charlotte, NC 28262
Phone [phone]
Fax [phone]
[e-mail]
Project #: 13-001
Date: 12/17/13
To: NCDENR ❑ For Your Information
225 Green Street, Suite 714 ❑ As Requested
Fayetteville, NC 28301 ® For Your Approval
Attention: Sewer Permitting ❑ For Your Review
910.433.3300
Project: Walker Station Subdivision — Moore Co., NC
a e ac�np Ion
Fast Track Application
766po
Application fee of $480
1
Developer Operational Agreement
1
Downstream Flow Tracking (Moore Co.)
1
Color Map
1
Street Map
1
Watershed Classification
Comments: Let me know if you need any additional information.
CC:
Jeffry . McCI !!!
%1P
.E.
President
C:\UsersUeffM\Documents\sync\LandProjects\13-001 Midland
Cottages\Correspondence\Transmittal\NCDENR-DWQ-12-17-13.doc

Narrative
2 For
(; Walker Station Subdivision
LOCATION
E N G 1 N E E R 1 N G The proposed subdivision will be located at approximately 2060 Midland Road in the City
of Pinehurst in Moore County, NC. The site is more specifically defined as tax parcels
0039692, 0065897, 20090101 & 000396544.
DESCRIPTION
The project consists of installing 4,112.95 linear feet of 8" gravity sanitary sewer line along
Midland Road (NC 2) and then extending the gravity sanitary sewer within the proposed 70
home residential subdivision. The project includes 46 single family detached and 24
townhome units. All of the proposed sanitary sewer improvements will be owned, operated
and maintained by Moore County Public Works.
SITE/CIVIL ENGINEERING APPLICANT / SYSTEM OWNER
Moore County
LAND PLANNING Randy Gould, PE — Public Works Director
PO Box 1927
STORM WATER MANAGEMENT Carthage, NC 28327
Telephone [phone]
UTILITY ENGINEERING
PREPARED BY / ENGINEER OF RECORD
CONSTRUCTION ADMIN Jeff McCluskey, PE (NC-29606)
Mc2 Engineering, Inc.
2110 Ben Craig Drive, Ste. 400
Charlotte, NC 28262
Telephone [phone]
Fax [phone]
Jef[@m_c2eng.com
DEVELOPER
Citadel Development Group, LLC
Patrick Molampy — Member/Organizer
120 St Mellions Drive
Pinehurst, NC 28374
Telephone [phone]
[e-mail]
21 10 BEN CRAIG DRIVE • SUITE 400 • CHARLOTTE, NC 28262
PHONE [phone] FAx [phone]

.e I ,
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Mvi+Ion of Wntel R"%owim e,. Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Moore County
Project Name for which flow is being requested: Walker Station Subdivision
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: Moore County Water Pollution Control Plant
b. WWTP Facility Permit #: NC 0037508
All flows are in MGD
c. WWTP facility's permitted flow 10
d. Estimated obligated flow not yet tributary to the WWTP 2.169
e. WWTP facility's actual avg. flow 4.90
f. Total flow for this specific request 0.0252
g. Total actual and obligated flows to the facility 7.0942
h. Percent of permitted flow used 70.9
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 / pfl, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
MR-1 0.259 0.1036 0.01692 0 0.01692 0.08668
* 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:
I 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.
-xxa 115
Date
Page 2 of 6
FTSE 08-13

FTSE PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official Signature
Date
Page 3 of 6
FTSE 08-13

. Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE) and
Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less
than 60% of permitted flow used. Annual updates shall be submitted to the appropriate Regional
Office by January 15 of each year and cover the previous calendar year.
Semi -Annual updates shall be required when the percent of permitted flow used reaches 60%. Semi-
annual time period are defined as January 1 through June 30 and July 1 through December 31. Semi-
annual updates shall be submitted to the appropriate Regional Office by July 15 and January 15 of
each year.
Quarterly updates shall be required when the percent of permitted flow used reaches 80%. Quarters
are defined as Qtrl (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 15 of each year.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of Wrmitted flow used: Equals [(g / c)* 1001
Page 4 of 6
FTSE 08-13

-For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD. There is a proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent Form FTSE- will be updated in the same manner.
Section II
List the pump station name or number and approximate pump station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary
flow through the pump station (C) for each pump station that will be impacted by the proposed sewer
extension project. Calculate the total current flow plus obligated flow (D=B+C) and the available
capacity (E=A-D). Include the proposed flow for this project with other obligated flows that have been
approved for the pump station but are not yet tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as
per the Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of
not less than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the
permitting process.
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Design
Approx.
Not Yet
Total Current
Firm
Average
Current Avg.
Tributary
Flow Plus
Pump Station
Capacity
Daily Flow
Daily Flow,
Daily Flow,
Obligated
Available
(Name or Number)
MGD
(Firm / pf)
MGD
MGD
Flow
Capacity*
Kaw Creek PS
0.800
0.320
0.252
0.080
0.332
-0.012
Valley Road PS
1.895
0.758
0.472
0.135
0.607
0.151
Page 5 of 6
FTSE 08-13

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available
capacity is < 0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate
whether there is significant likelihood that needed improvements or reductions in obligated flows will be
in place prior to activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and must take all steps necessary to
complete the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should
carefully weigh the certainty of successful timely project completion for any expansion, flow
management diversion or infiltration and inflow elimination projects that are the foundation of a planned
solution to capacity tracking and acceptance compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01
MGD per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended scope and funding for a capital project
entitled Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to
add 0.100 MGD to the firm capacity of the pump station by October 2015. Inclusion of this proposed
capital project as a condition of this Flow Tracking/Acceptance for Sewer Extension Permit Application
elevates this project's priority for funding and construction to be implemented ahead of the activation of
obligated, not yet tributary flows in amounts that exceed the firm pump station capacities identified in
Section II above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
Page 6 of 6
FTSE 08-13

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FORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Project Name
Professional Engineer Name
Engineering Firm Name
ngrneering;
Charlotte, NC 2821
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
L,.�
4
&A
' If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
1 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
SEAL i
END OF FORM WSCAS 08-13 ow . •r, �•• 2
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FORM: WSCAS 08-13
11
Page 1 of 1

.0 1
STATE OF NORTH CAROLINA
COUNTY OF Moore
Permit No.
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dI) and entered into this 9th day of
December, 2013 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Citadel Development Group, LLC
, a corporation/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Moore County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Walker Station Subdivision
(hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the (Unit Owners' Association) Walker Station HOA (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Resources has inspected and approved of the facilities. In order to change the name
of the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 08-13
Page 1 of 2

d1'
4. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction,'operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the common
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL Citadel evelopment Gr up, LLC
MANAGEMENT COMMISSION Name f LOP
B
Thomas A. Reeder, Director (Si ature)
Division of Water Resources
Patrick Molamphy - Member/Organizer
(Date)
Print Name an Title
1742
(Date)
FORM: DEV 08-13 Page 2 of 2

DENR-FRC,
Ic
2
C
F
TO THE
ORDER OF —
'-o a�
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Application Number:
(to be completed by DWR) DEC Z 0 2013
1. Owner/Permittee:
1 a. Moore County
Full Legal Name (company, municipality, HOA, utility, etc.)
�
1 b. Randy Gould -Moore County Public Works Director
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (W 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):
Id. PO Box 1927
le. Carthage
Mailing Address
City
1 f. NC
1 g. 28327
State
Zip Code
`
1 h. 910.947.6315
1 i.
1 j. rqouldO-moorecountync.gov
Telephone
Facsimile
E-mail
2. Project (Facility) Information:
j
a. Walker Station Subdivision
b. Moore
Brief Project Name (permit will refer to this name)
County Where Project is Located
3. Contact Person:
a. Jeff McCluske , PE — Civil Engineer/Designer with Mc2 Engineering
Name and Affiliation of Someone Who Can Answer Questions About this Application
b. 704.510.9797
[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))
a. 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 gne
❑ Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
3. Moore County
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
.
a. Addor WPCP
4b. NC 0037508
Name of WWTF
WWTF Permit No.
' a. Moore county b. 8" ® Gravity 5c. Unknown
Q—m. . lReceivinq Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction F)
Elm
CITADEL DEVELOPMENT GROUP LLC
120 SAINT MELLIONS
PINEHURST, NC 28374 101
DATE l VIW6 66-112/531
rIm
1,2 'i'
i . BRANCH BANKING AND TRUST COMPANY
t-800-BANK BBT BBT.com
FOR r
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DOLLARS 8 s.� ��
FTA 08-13 APPLICATION Page 4 of 6