WQ0037957_Application_20150803

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Water QualityRe*ml State of North Carolina
Division of Water Resources
AUG U 3 2015 Department of Environment and Natural Resources
rations secom Division of Water Resources
Fg0=illeRegbnaoft FAST -TRACK APPLICATION (FTA 10-14)
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 Water Quality Permitting Section's website or;
contact the Regional Office serving your county
Unless otherwise noted, the Applicant shall submit one original and one copy of the application and supporting
documentation to the appropriate Regional Office (see page 3).
A. Cover Letter:
® 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 10-14):
® Submit the completed and appropriately executed Fast -Track (FTA 10-14) Application. Any
unauthorized content changes to this form shall result in the application being returned. If necessary
for clarity or due to space restrictions, attachment to the application may be made, as long as the
attachments are numbered to correspond to the section and item to which they refer. You do not need
to submit detailed plans and specifications unless you respond NO to item B(13).
® 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
.01 06b . 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 08-13 is required.
INSTRUCTIONS FOR APPLICATION FTA 10-14 & SUPPORTING DOCUMENTATION Page 1 of 6

F. 'Downgtream 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 01-15)
❑ Submit the completed and appropriately executed Watershed Classification Attachment form
(WSCAS 01-15) if any portion of the sewer system project is within 100 feet of any surface water or
wetlands.
➢ A variance must be requested for encroachment within required setbacks or buffers pursuant to 15A
NCAC 02T .0305(f)
I. 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.
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 10-14 & SUPPORTING DOCUMENTATION Page 2 of 6

1. .
'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
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR APPLICATION FTA 10-14 & SUPPORTING DOCUMENTATION Page 3 of 6

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USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application Number:
(to be completed by DWR) )t / , &z) 3?
1. Owner/Permittee: v�
1a. Clinton City of
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Jeff Vreugdenhil, Director, Public Works and Utilities
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 Z Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1 d. PO Box 199
Mailing Address
1f. NC
State
le. Clinton
City
1 g. 28329
Zip Code
1 h. [phone] ext. 3052 1 i. [phone] 1 j. [e-mail]
Telephone Facsimile E-mail
2. Proiect (Facility) Information:
2a. Harpers Glen Apartments 2b. Sampson
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a. Kevin Lindsay, PE Project Engineer, Crawford Design Company, 230C Southwest Broad Street Southern Pines, NC
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-920-7661
3c. [e-mail]
Phone Number E-mail
1. Project is Z New ❑ Modification (of an existing permit) If Modification, Permit No.:
2. Owner is Z 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))
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3.
Clinton City of
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
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4a.
Norman H. Larkins WWTP 4b. NCO020117
Name of WWTF WWTF Permit No.
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5a.
Clinton, City of 5b. 10-inch ® Gravity 5c. WQCS00079
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Owner of Downstream Sewer Receiving Sewer Size [I Force Main Permit # of Downstream Sewer (Instruction F)
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6.
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision ❑ Retail (Stores, shopping centers) 100% Domestic/Commercial
Z Apartments/Condominiums ❑ Institution % Industrial
❑ Mobile Home Park ❑ Hospital
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❑ School ❑ Church (Attach Description)
a,
❑ Restaurant ❑ Nursing Home % Other
❑ Office ❑ Other (specify):
(Attach Descriotion)
7.
Volume of wastewater to be allocated or permitted for this particular project: 23,610 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 10-14 APPLICATION Page 4 of 6

9. , Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
Per 15A NCAC 02T .0114(b):
12 ea. 1-br appts x 240 gpd + 24 ea 2-br appts x 240 gpd + 36 ea 3-br appts x 360 gpd = 20,160 gpd
Per 15A NCAC 02T .0114(c):
3 washers x 500 gpd + 6 bathroom fixtures x 325 gpd = 3,450 gpd
Total of 23,610 gpd for apartment complex
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
10"
8"
Length (feet) New Gravity or Additional
Force Main
2,333 GM
414 GM
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Z11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
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Pump Station Location ID:
Deer Run Lift Station (self chosen - as shown on plans/map for reference)
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Longitude: 35.00399
Latitude:-78.35201
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Design Flow
Operational Point Power Reliability Option
(MGD)
GPM @TDH 1 - permanent generator w/ATS; Force Main Size
2 - portable generator w/MTS
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0.423
294 1 10"
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Force Main Length''
2804.4'
H Pump Station Location ID: (self chosen - as shown on plans/map for reference)
W Longitude: Latitude:
LU
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Design Flow Operational Point Power Reliability Option
m (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, complete and submit the Variance/Alternative Design Request (VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents.
FTA 10-14 APPLICATION Page 5 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?
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)?
Check if Yes: ® and provide details: These lines will be considered high priority and must be checked once every six months
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Jeff Vreugdenhil, attest that this application for Harpers Glen Apartments 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 m clude exceed $10,000 as well as civil penalties up to $25,000 per
violation. �, _/% 7
la. / �25-6_
Si ng i I ign Date
ENGI ERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATI N. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY'.
to TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
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a2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Kevin S. Lindsay. PE ,attest that this application for Harpers Glen Apartments has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
H documentation to the best of my knowledge. 1 further attest that to the best of my knowledge the proposed design has
Wbeen prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
U 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
V 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. Kevin S. Lindsay
Professional Engineer Name
2b. Crawford Design Company, Inc.
Engineering Firm
2c. 230 West Pennsylvania Avenue, Suite C
Mailing Address
2d. Southern Pines 2e. NC 2f. 28374
City State Zip
2g. 910-920-7661
2h. 910-221-0035
Telephone Facsimile
2i. [e-mail]
E-mail
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027502 -
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NC PE Seal, Signature & Date
FTA 10-14 APPLICATION Page 6 of 6

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Clinton, City of
Project Name for which flow is being requested: Harpers Glen Apartments
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: Norman H. Larkins WWTP
b. WWTP Facility Permit #: NC0020117
A11 flows are in MGD
c. WWTP facility's permitted flow
5.0
d. Estimated obligated flow not yet tributary to the WWTP 0.3
e. WWTP facility's actual avg. flow
2.6
f. Total flow for this specific request
0.02361
g. Total actual and obligated flows to the facility
2.9
h. Percent of permitted flow used
52
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B)
(C) (D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump Average Daily Approx.
Not Yet Total Current
Station Firm Flow** Current Avg.
Tributary Flow Plus
(Name or Capacity,* (Firm / p fl, Daily Flow,
Daily Flow, Obligated Available
Number) MGD MGD MGD
MGD Flow Capacity***
Deer Run
Lift station 0.423 0.169 0.252
0.0323 0.284 -0.115
* 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 Jeff Vreugdenhil 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.
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
11.3 % and 0.0323 MGD of the Available Capacity (E) in Pump Station
Deer Run ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
TBD MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Pump Station Capacity Increase is in design or under construction with
planned completion in TBD ; and/or
d. The following applies:
After discussions with our engineering consultant, the City of Clinton has/will:
verify the existing capacity of the current pumps in the lift station ( 294 gpm each pump
Current capacity of the wetwell and force main is (400 gpm)
Staff has evaluated the condition of the existing station and recommend the following
Replace the existing 300 gpm pumps with 400 gpm pumps
Install VFD's on each new pump
Rehab replace wiring, guide rails, etc. as needed
The new pumps, VFDs ,etc. are estimated to be $35,000-$40,000
Flow and run times. and condition of this lift station will be monitored
Implementation of these improvements will occur when conditions warrant.
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.
:28%
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 permitted flow used: Equals [(g / c)* 100]
Page 4of6
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 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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TRANSMITTAL
Subject:
Date 7/31/15
Reference Harpers Glen Apartment Complex
(#14032)
Contact
Company NCDENR — DWR
Address 225 Green Street
City & State Fayetteville, NC 28301
Fast Track Application for Sewer — Harpers Glen Apartment Complex
We are submitting two copies of the following items for review and approval. Also attached is a
check for the review fee of $480.00.
• Fast Track Applications.
• Cover Letter
• Flow Tracking form
• Site Map
• Plans
If you have any questions, please give me a call at [phone].
Thank you,
Kevin Lindsay, PE
Waer(l sWRAa'Iona R
up rations section
Fayetteville Regional Office
RECEIVEDIDEI R1DWR
WarrQuaftRmnal
JUL 31 2015
C pperaaorziemn
Fayetteville Regional office
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ACT
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LANDSCAPE ARCHITECTURE I CIVIL ENGINEERING I PLANNING
116 North Cool Spring Street Fayetteville, NC 28301 1 Ph: 910-221-0033 I Fax: [phone]

•
C11nta�
NORTH CAROLINA
July 28, 2015
Belinda Henson, Regional Supervisor
NCDENR Division of Water Resources
Fayetteville Regional Office
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
RE: Harpers Glen Apartments, Overland Road, Clinton NC
Ms. Henson,
Please find attached a fast track sewer permit application for your review and approval. Please note that this permit is
for 12 one bedroom, 24 two bedroom and 36 three bedroom apartments that are estimated to generate 20,160 gpd,
plus three washers, and six bathroom fixtures that are estimated to generate an additional 3,450 gpd for a total project
flow of 23,610 gpd.
The Harpers Glen Apartments project will discharge this flow into the existing sewer system on Sunset Avenue (NC 24)
via proposed 10 inch gravity main. The existing sewer system discharges into the Deer Run pump station, which in turn,
pumps to the Larkins WCPF.
Staff has evaluated this lift station and based on existing flow and run times, as well as discussions with our consultant
(The Wooten Company), the pump station designer of record, we have developed a strategy to replace the existing
pumps to increase the pump station flow capacity from 300 to 400 gpm, in order to accommodate future flow to the
Deer Run pump station.
This upgrade will involve installation of new pumps with VFD controls, as well as miscellaneous related items at the
pump station. We anticipate the cost of these upgrades to be approximately 35,000-40,000. Funding is available in the
current or future year budgets. We plan to monitor these flows, and will replace these pumps as conditions warrant.
Please let me know if you have any questions.
Sincere"enhil,
Jeff Vror of Public Works and Utilities
Clinton Public Works and Utilities Department
200 W. John St.
Clinton, NC 28328
Telephone - [phone]
Facsimile - [phone]
www.cityofclintonnc.us
The Perfect Place to Call Home

9
•i
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD Application Number: Wa Y� +i. ~' Z'oional
(to be completed by DWR)
big 0 3
1.
Owner/Permittee:
la.
Clinton, City of
Full Legal Name (company, municipality, HOA, utility, etc.) t1r ' ' '' '• 8; �':.�
Z
1b.
Jeff Vreugdenhil, Director, Public Works and Utilities
H
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):
0
1d.
PO Box 199 le. Clinton
LL
Mailing Address City
?
1f.
NC 1g. 28329
Z
State Zip Code
0
1 h.
[phone] ext. 3052 1 i. [phone] 1j. [e-mail]
QTelephone
Facsimile E-mail
V
2.
Project (Facility) Information:
J
2a.
Harpers Glen Apartments 2b. Sampson
Brief Project Name (permit will refer to this name) County Where Project is Located
a
Q
3.
Contact Person:
Kevin Lindsay, PE Project Engineer, Crawford Design Company, 230C Southwest Broad Street Southern Pines, NC
Q3a.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
910-920-7661 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)) j
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
1-1 Ratnininn Ownamhin (i c c4nrn rhu h cinnln nfr,n^
THE FACE OF THIS DOCUMENT HAS A COLORED BACKGROUND ON WHITE PAPER
GREENWAYRESIDENTML DEVELOPMENT, LLC Peoples Bank
24400 Chagrin Blvd.
22720 Fairview Center Drive Beachwood, Ohio 44122
Suite 150
Fairview Park, Ohio 44126
a
DATE CHECK NO. AMOUNT
May 28, 2015 2082 $********480.00
F
Pay: ********************************Four hundred eighty dollars and no cents
t
PAY NCDENR
TO THE 1612 Mail Service Center `.
ORDER OF
Raleigh, NC 27699-1612 <
THE BACK OF THIS DOCUMENT CONTAINS AN ARTIFICIAL WATERMARK —HOLD AT AN ANGLE TO VIEW
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 10-14 APPLICATION Page 4 of 6

Central Files: APS _ SWP _
8/19/2015
Permit Number W00037957
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
trent.allen
Coastal SWRuIe
Permitted Flow
23,610
Facility
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Harpers Glen Apartments Minor Fayetteville
Location Address County
Sampson
Facility Contact Affiliation
Owner
Owner Name
Owner Type
City of Clinton
Government - Municipal
Owner Affiliation
Jeff Vreugdenhil
Director Public Works
PO Box 199
Dates/Events
Clinton NC 28328019
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
8/19/2015 8/3/2015
8/19/2015 8/19/2015
Regulated Activities
Requested /Received Events
Wastewater collection
Additional information requested
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin