WQ0037310_Application (FTSE)_20140819

August 8, 2014
NCDENR
Water Quality Section
943 Washington Square Mall
Washington, North Carolina 27889
RE: Sanitary Sewer Permit Submittal — Fast Track Review Application
Construct Famcamp Expansion
Seymour Johnson Air Force Base, North Carolina
Project No. VKAG 13-4007
To whom it may concern:
r r.tea
E r• ED
AUG 1 9 2014
On behalf of Seymour Johnson Air Force Base (SJAFB), Southern Management Inc. respectfully submits
this Sanitary Sewer Permit application package for the above referenced project at Seymour Johnson Air
Force Base. This application proposes to extend the sanitary sewer system in order to service the Famcamp
expansion area. The six (6) proposed RV sites and associated site improvements are located north of the
intersection of Fickle Road and Collier Road.
For this project, we are proposing to provide approximately 440 linear feet of new 8-inch sanitary sewer line
and tying to the existing sanitary sewer system within the existing Famcamp area. In addition, 4-inch
sanitary service laterals will be installed to serve the six (6) new RV sites. The new Famcamp Expansion will
have an estimate demand of 600 GPD discharging to the existing sanitary sewer system. The project is
confined within the base perimeter and all the properties surrounding the project are owned by SJAFB.
Enclosed please find the following:
1. One (1) original and One (1) copy of the Fast Track Application for Gravity Sewers, Pump Stations,
and Force Mains
2. Two (2) copy of Flow Tracking/Acceptance for Sewer Extension Permit Applications
2. One (1) check in the amount of $480.00 for the application fee
3. Two (2) 8.5" x 11" Color copy of a USGS Topographic Map and Site Map
4. Two (2) Project Narrative and Sewer Analysis/Design Calculations
Please notify us if any additional information is required.
Sincerely yours,
utler
ern Management Inc.
Enclosures

DWR
Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
FAST -TRACK APPLICATION (FTA 08-13)
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 3).
A. Cover Letter:
z Include a brief project narrative describing the final design (i.e system and/or pump station to ultimately
serve 500 homes. but flow for only 100 homes being requested now). For modifications, clearly explain
the reason for the modification (Le. adding another phase. changing line size, length, etc).
B. Application Form (FTA 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 08-13 is required.
INSTRUCTIONS FOR APPLICATION FTA 08-13 & SUPPORTING DOCUMENTATION Paac 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)
p 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)
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.
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
Water Quality Section
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
Water Quality Section
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Raleigh Regional Office
Water Quality Section
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham. Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Washington Regional Office
Water Quality Section
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell. Washington, Wayne
Wilmington Regional Office
Water Quality Section
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Winston-Salem Regional Office
Water Quality Section
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRUCTIONS FOR APPLICATION FTA 08-13 & SUPPORTING DOCUMENTATION Page 3 of 6

• USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
B. PERMIT INFORMATION
1. Owner/Permittee:
1 a. Department of the Air Force, Seymour Johnson AFB
Full Legal Name (company, municipality, HOA, utility, etc.)
1b. Dennis G. Goodson, P.E., Deputy Base Civil Engineer
Application Number: "_, 0 0 5 4 3
(to be completed by DWR) vv
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials)
lc. The legal entity who will own this system is:
❑ Individual ® Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
ld. 4th Civil Engineer Squadron
Mailing Address
le. Seymour Johnson AFB
City
1f. North Carolina 1g. 27531
State Zip Code
1 h. [phone] li. [phone] 1j.
Telephone Facsimile E-mail
2. Project (Facility) Information:
2a. VKAG 13-4007, Construct Famcamp Expansion 2b. Wayne
County Where Project is Located
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Jason Sesler, P.E. - Stantec Consulting Services Inc.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 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:
• 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(26))
3. The City of Goldsboro's Water Reclamation Facility
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. The City of Goldsboro, Goldsboro Water Redamtion Facility, NPDES 4b. NC 0023949
Name of VWVTF
5a. Seymour Johnson AFB 5b. 8"
Owner of Downstream Sewer Receiving Sewer Size
6. The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
❑ Apartments/Condominiums
['Mobile Home Park
❑ School
❑ Restaurant
['Office
VWVTF Permit No.
CO Gravity 15c. WSCQD0601
❑ Force Main Permit # of Downstream Sewer (Instruction F)
['Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
® Other (specify):
100% Domestic/Commercial
Industrial
(Attach Description)
% Other
(Attach Description)
7. Volume of wastewater to be allocated or permitted for this particular project: 600 gallons per day
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 08-13 APPLICATION Page 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).
See attached Project Narrative and Sanitary Sewer Calculations spreadsheet.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8„
8„
Length (feet)
225
215
New Gravity or Additional
Force Main
Gravity
Gravity
LLl Total: 440 feet
Z
11. Summary of Pump Stations wl 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)
U
Longitude: Latitude:
Z
0
F:. Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
cc
0
LL
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
H
Longitude: Latitude:
c
LL1
a
Force Main Size Force Main Length
m
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
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 2nd treatment facility :
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 08-13 APPLICATION Page 5 of 6

C. CERTIFICATIONS
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
❑Yes ❑No ZN/A
❑Yes ❑No ZN/A
❑ Yes ❑ No Z N/A
1] 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 a.
1, Dennis G. Goodson, P.E. attest that this application for VKAG 13-4007, Construct Famcamp Expansion
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
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.
Signing Official Signature
)4
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T 0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Jason Sesler ,attest that this application for VKAG 13-4007, Construct Famcamp Expansion
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 1 have reviewed this material and have judged it to
be consistent with the proposed design. Note: in accordance with NC General Statutes 143-215.6A and 143-215.68, any
person who knowingly makes any false statement, representation, or certification in any application shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
2a. Jason Sesler, P.E.
Professional Engineer Name
2b. Stantec Consulting Services Inc.
Engineering Firm
2c. 5565 Centerview Drive, Suite 107
Mailing Address
2d. Raleigh
City
2g. [phone] 2h. [phone]
Telephone Facsimile
2e. NC 2f. 27606
State Zip
2i. [e-mail]
E-mail
41111CARp•//ice
:: itis l/ '2 s
: `- SEAL
321
/://6;0 "siIS 5`\`'
2.r S+Cy 7,0/4
NC PE Seal, Signature & Date
FTA 08-13 APPLICATION Page 6 of 6

DWR
Division of Water Resources
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: Department of Air Force, Seymour Johnson AFB
Project Name for which flow is being requested: VKAG 13-4007, Construct Famcamp Ex.
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: The City of Goldsboro Water Reclamation Facility, NPDES
b. WWTP Facility Permit #: NC 0023949
All flows are in MGD
c. WWTP facility's permitted flow 14.2
d. Estimated obligated flow not yet tributary to the WWTP 2.28541
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
6.62
0.0006
8.90601
62.72%
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) +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 / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Westbrook
18.0 7.2 5.44 1.52 6.96 0.24
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Page 1 of 6
FTSE 08-13

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 permitted flow used: Equals [(g / c)* 100]
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.=3.215MGD
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 11
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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Project CONSTRUCT FAMCAMP EXPANSION
SEYMOUR JOHNSON AR FORCE BASE, NORTH CAROLNA
Description
Southeast Goldsboro, NC
7.5-Ante Series (2013)
Da*
7-25-2014
1 1
Drawing
Ref:
EX-1
Scale: NTS

Go 'gie Earth Pro miles
km
1
1
A

PROJECT NARRARTIVE
In Support of the Fast -Track Application for Gravity Sewers
VKAG 13-4007, Construct Famcamp Expansion
Seymour Johnson AFB, NC
Stantec Project #2023304011
July 25, 2014
Project Description:
Seymour Johnson Air Force Base (SJAFB) proposes to extend the sanitary sewer system in
order to service the Famcamp expansion area. The six (6) proposed RV sites and associated site
improvements are located north of the intersection of Fickcl Street and Collier Avenue. The
project does not intend to remove any existing sanitary sewer line or other sanitary sewer
features.
The new Famcamp Expansion is classified as campgrounds with water and sewer hookups.
According to the design criteria as stated in section 15A NCAC 021..0114, in determining the
volume of sewage from the RV sites, the flow rate shall be 100 gallons per camp site (per day).
For this project, we are proposing to provide approximately 440 linear feet of new 8-inch sanitary
sewer Zinc and tying to the existing sanitary sewer system. In addition, 4-inch sanitary lateral
extensions will be installed to serve the six (6) new RV sites. The new Famcamp Expansion will
have an estimate demand of 600 GPD discharging to the existing sanitary sewer system.
The downstream system is owned and operated by the City of Goldsboro. Refer to the attached
calculations, labeled "Sanitary Sewer Calculations", for characteristics and calculations used in
designing the gravity main for the new Famcamp Expansion. The project is confined within the
base perimeter and all the properties surrounding the project are owned by SJAFB.

Sanitary Sewer Calcu)ations
PROJECT: VKAG 13-4007. Construct Famcamp Expansion SHEET 1 OF 1
STANTEC PROJ. NO.: 2023304011 DATE 7/25/2014
LINE
FROM
MH
TO
MH
LENGTH
(ft.)
DEMAND
(GPD)
TOTAL
DEMAND
(GPD)
n=0.009
PIPE
DIAM.
ON
RIM
UPPER
(ft.)
INVERT
UPPER
(ft.)
RIM
LOWER
(ft.)
INVERT
LOWER
(ft.)
SEWER
GRADE
(%)
SEWER
FALL
(11.)
VELOCITY
FLOWING
FULL
(tt/s)
CAPACITY
FLOWING
FULL
(GPO)
(UNE A)
MH1
MH2
225.00
300
300
0.009
8.00
100.10
97.28
99.50
96.38
0.40
0.90
3.15
711,156.68
^�U NE B)
MH2
EX1
215.00
300
600
0.009
8.00
100.00
96.28
99.54
95.42
0.40
0.86
3.15
711,156.68
Assumptions: (based on Wastewater Design Flow Rates per 15A NCAC 02T.0114)
Campgrounds w/ water and sewer hookups
LINE A: 5 camp sites • 100 gal/camp site (per day) = 300 GPD
LINE B. 1 camp sites • 100 gal/camp site (per day) = 300 GPO
TOTAL