WQ0035280_Application (FTSE)_20110316

I `
AECOM
AECOM
701 Corporate Center Drtve, Suite 475, Raleigh, NC 27607
T +919.854.6200 F +919.854.6259 www.aecom.com
March 16, 2011
Mr. Tom Edgerton
North Carolina Department of Environment and
Natural Resources
Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
Subject: Fast -Track Application for
Gravity Sewers, Pump Stations and Force Mains
Radar Approach Control (RAPCON) Complex
Wayne County, North Carolina
AECOM Project No. 60163916
Dear Mr. Edgerton:
Please find enclosed one (1) original plus one (1) copy of the "Fast -Track Application for
Gravity Sewers, Pump Stations and Force Mains", along with a color section of the SE`'
Goldsboro, N.C. 7.5 minute quadrangle map, Form FTSE 10/07, a project description and a
check for the amount of $480 for the application fee for the referenced project.
Please review the submitted materials at your earliest convenience. Upon approval, please send
us a copy of the approval document for our files.
If you have any questions or require further information, please do not hesitate to call.
Very truly yours,
AECOM Technical Services of North Carolina, Inc.
Ef6.
Beth Steffens, P.E.
Enclosures
cc: Sean Gleason, P.E.
Project file
Water

\NA State of North Carolina
QC. Department of Environment and Natural Resources
Division of Water Quality
y_w� -mac FAST -TRACK APPLICATION
(F1'A 12/07 ver5)
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure & Vacuum sewer systems are not to be included es part of this application package)
INSTRUCTIONS: Indicate that you have Included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. Forms am available from the web site or by calling the Regional Office serving your county:
http://h2o.enr.state.nc.us perrslCollek ion%20Systems collectionSystemApplications.html
® A.
Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should indude a project narrative describing the final build -out design (1.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
dearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project Information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable Items addressed. You do not
Reed to submit detailed plans and specifications unless you respond NO to Item B(13).
Separate applications should be made for non-contiguous sewer systems.
® B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
El C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility Is authorized to hold the ditty franchise for the area to be served by the
sewer extension. If a CPCN has not been Issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
Is contiguous to an existing franchised area, and/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.
❑ D. Operation I Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A NCCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, toymhomes,_outpercels, etc.)_that will be sold to another entity.. tf
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Forth DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
® E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) Is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
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 protect 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 10/07
from the owner of the downstream sewer and owner of the WWTF, If different. The flow acceptance Indicated in
FORM FTSE-10/07 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-10/07 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 project -specific FTSE 10/07.
F Map — Submit an 8.5-Inch by 11-Inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA12/07

❑ G. Stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
❑ H Environmental Assessments — If thls project Is subject to an Environmental Assessment (EA) [16A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued. A copy is to be submitted with that permit application.
0 I. 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 this project, please indicate in B(12) and give the permit
number of the second treatment facility.
® J. 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 Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
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
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
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabamus,,Catawba, Cleveland,
Gaston, Iredell Linboln, Mecklenburg, Rowan,
Stanly, Union
Ralelgh Regional Office
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
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
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax •
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Allegheny, Ashe, Caswell, Davidson,
Davie, Forsyth, Gultford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wiles, Yadkin
For more Information, please visit our web site at
htipJ/h2o.enr.state.nc. us/pems/Collectlon%20Systems/CollectlonSystemsHome.hbnl
or contact the Regional Office serving your county.
FTA12J07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: `� C;) co V Z- S 0
(to be completed by DWQ)
1. OwneNPemlittee:
la. Seymour Johnson Air Force Base
MC
E[D
Full Legal Name (company, municipality, HOA, utility, etc.) (� E
Z 11b. Mr. Dennis Goodson, P.E., Deputy Base Civil Engineer
Signing Official Name and Title
Q 1a The legal e i who will own this
(Please
system
review 15A NCAC 2T .0106 (b) for authorized
is:
�p� ?Lill
signing offit l) 17
�
�l�tittu ,'=OI !.•r (-
Johnson AFB
a • Individual ►� Federal ■ Municipality
■ State/County ■ Private Partnership ■ Corpo
Et
O '1d. 1095 Peterson Ave.
le. Seymour
LL Mailing Address City
Z in. NC ;lg. 27531
Z State•
Zip Code
1h. 919.722.5142 .11. 1j.
Telephone
Facsimile
Complex 2b.
E-mail
Q
V 12. Protect (Facility) Information;
J ,2a. Radar Approach Control (RAPCON)
Wayne
dBrief Project Name (permit will
refer to this name) County Where Project Is Located
Q 13. contact Person;
3a. Beth Steffens, P.E.
<•
Name and Affiliation of Someone
3b. 919-256-5311
Who Can Answer Questions About this Application
3c. [e-mail]
' Phone Number E-mail
11. Project is 0 New ■ Modification
(of
an existing permit)
If Modification, Permit No.:
8(3))
(go to Item 2(a))
2. Owner is 0 Public (slip to Item
• Private
2a. If private, applicant will be:
2b.
church, single office, etc.) or ,
etc. - skip to item B(3))
etc. -go to Item B(2b))
If sold, facilities owned by a (must choose one)
(Instruction C)
Assoc./Developer (Instruction D)
• Retaining Ownership (i.e. store,
I Public Utility
• Leasing units (lots, townhomes,
• Homeowner
• Selling units (lots, townhomes,
3. City of Goldsboro
�,
Z Owner of Was tewater_lreatment Facility (VWVTF) Treating Wastewater From This Project
0 4a. Goldsboro WNr 4b. NC 0023949
I— Name of WWTF - - - - - UWVTF Permit No. - - - •-
+gg` 5a. Seymour Johnson AFB
b. $°
Gravity
Force Main
(Stores, shopping
Home
(specify):
5a
Owner of Downstream Sewer
tecelving
(check
Sewer Size
all that apply)_
Permit # of
centers)
Downstream Sewer (Instruction E)
100 % Domest 1Commerciai
LL 6. The origin of this wastewater is
Z
I,,,,, , • Residential Subdivision
■ Retail
% Industrial (attach
■ Apartments/Condominiums
2 • ■ Mobile Home Park
■ Institution
■ Hospital
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
■ School
• Church
a• Restaurant
• Nursing
0Office
m
• Other
or Permitted for
this particular
allocations
will be permitted
project: 2750
gallons per day
Volume of wastewater to be allocated
,7.
'Do not include future flows
8. If the permirir flow Is zero, indicate
or previously
why.
In
of existing
permitted
Line where flow
Permit No.
in subsequent
permits that connect to this line
NCAC 02T .0303 to determine if a
• Pump Station, Outfall or Interceptor
• Flow has already been allocated
■ Rehabilitation or replacement
permit is required)
sewer with no new flow expected (see 15A
FTA12/07

B..PERMIT INFORMATION (CONTINUED)
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance wtth 15A NCAC 2T .0114 for
the value in Item B(7) mom 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).
General Business and office facilities: 55 employees, 2 shift, 25 gal/employee/shift = 2750 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (Inches)
Length (feet)
t)
New Gravity or Additional
Force Main
ll
Ott N(O on l. R2rrv� 6 TS f'-'14'
c S V6111` l-a.! 3114
r 1 alilffiliiiiima
8 391
Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow
(MOD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator
g
2 - portable generator w/MTS
, Force Main Size
Force Main Length
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option lI
(MGD) OperationalPI M @TDH � 1 - permanent generator w/ATS; 1
2 - portable generator wANTS
1
Force Main Slze j Force Main Length
i
Pump StationCocation lb - - -z - - - --(se-If chosen :as
shown on'plans i/`nap for reference)
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option 1
1 - permanent generatorw/ATS; `
2 - portable generator w/MTS
Force Main Sine
Force Main Length
I.
12. VAII the wastewater flow In the proposed sewer lines or pump stations be able to be directed to another treatment facility?
■ Yes 0 No If Yes, permit number of 2nd treatment facility
(RO - If `yes' to 6,12 please contact the Central Office PERCS Unit)
13.
Does the sewer system comply wtth the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
0 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
FTA12/07

14. Have the following pemiits/certlfications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
❑ Yes ❑ No
® Yes ❑ No
® Yes ❑ No
® N/A
❑ N/A
❑ N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These Tines will be considered high priority and must be checked once every six months
Check tf Yes: ❑ and provide details
I . O+wner/Permittee's Certification: (Signature of Signing Official and Protect Name)
1 a.
1, Mr. Dennis Goodson. PE, attest that this application for RAPCON Complex 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 am not Included, this
application package is subject to being returned as incomplete. Note: In accordance with North CamOna 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.
I ,e'
Signing Official Signature Date
4 /1
NGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
PLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
0 OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Professional Engineers Certification: (signature of Design Engineer and Project Name)
1, Elizabeth 5 Steffens, P.E. , attest that this application for RAPCON Complex 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 Februa►r12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed Certain portions of this submittal package, inclusion of these -materials
under my signature and seal signifies that I have reviewed this material and have Judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly
makes any false statement representation, or certification in any application shall be guilty of a Class 2 misdemeanor
vthlch may include a fine not to exceed $10, 000 as well as civil penalties up to $25,000 per violation.
rti 11I/I/
a. Elizabeth B. Steffens, PE
Professional Engineer Name
AECOM Technical Services of NC, Inc.
Engineering Firm
2c. 701 Corporate Center Drive, Suite 475
Mailing Address
2d. Raleigh 2e. NC 2f. 27607
City State I Zip
2g. [phone] 12h. 919-854-625.9 12i. beth.steffensfgaecom.com
Telephone I Facsimile ( E-mail
�\ H CAR //
\\ 1
41L's S o9C'4
SEAL I-:
3098 •
$','ii
NC PE Seal, Signature & Date
FTA12/07

W ATF9 State of North Carolina
�pG Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Seymour Johnson Air Force Base
Project Name for which flow is being requested: RAPCON Complex
More than one P 1 SE-10/07 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: City of Goldsboro Water Reclamation Facility
b. WWTP Facility Permit #: NC0023949
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
14.2
0.2596
8.35
0.00275
8.61235
60.65%
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
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
Westbrook Road PS 18.0 8.35
III. Certification Statement:
I, Tasha D. Logan , certify that, to the best of my knowledge, 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. 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 abo a in Sections I and II for which I am the responsible party. Signature of this form indicates
accepts of wastew e o
71Z
3 8 ,r
Date
Signing Official Si

1
SCALE 1:24,000
0
!MILE
1029 - ..Q 10Q0 20Q0 3090 4090 5090 6O90 lopo FEET
9
SOURCE: USGS Topographic Maps, Southeast Goldsboro NC Quad, 2010
IKLOMETER
1
AECOM
FIGURE I
TOPO MAP
RADAR APPROACH CONTROL (RAPCON) COMPLEX
WAYNE COUNTY, NORTH CAROLINA
DECEMBER 2010

PROJECT DESCRIPTION
SEWER SERVICES
RADAR CONTROL APPROACH (RAPCON) COMPLEX
SEYMOUR JOHNSON AIR FORCE BASE, NC
December 22, 2010
By: Beth Steffens, P.E.
AECOM Technical Services of North Carolina, Inc.
701 Corporate Center Drive, Suite 475
Raleigh, N.C. 27607
AECOM Project No. 60163916

The average daily flow from the proposed RAPCON building is estimated to be 2,750 gallons
per day (gpd). The daily flow is based on 55 personnel per shift (2 shifts total) with each
employee contributing 25 gpd. The daily flow rates are in accordance with Section 15A NCAC
02T .0114 of the North Carolina's Division of Water Quality's regulations.
PROJECT DESCRIPTION
SEWER SERVICES
SEYMOUR JOHNSON AIR FORCE BASE
RADAR CONTROL APPROACH (RAPCON) COMPLEX
Seymour Johnson Air Force Base (AFB) proposes to extend their sewer collection system to
provide sewer services to the proposed Radar Control Approach (RAPCON) Complex. The
proposed facility is located in the southwest corner of intersection of Jabara Street and
Humphreys Street. The project will consist of the installation of approximately 391 feet of 8-
inch sewer mains and 65 feet of 4-inch sewer service.
Dr. l y
pibt-
by 'v.1Q 4-0,4 311-,Iti
The existing 8-inch gravity sewer main is located approximately 60 feet west of the project site,
flows east to west, and crosses Humphreys Street. The proposed RAPCON sewer service will tie
into a new sewer manhole that is located approximately 100 feet east of the edge of the road.
Approximately 65 feet of 4-inch gravity sewer service will be installed from the new manhole to
the western edge of the proposed building.
Currently the 8-inch sewer main servicing Building 4601 immediately east of the lies under the
proposed RAPCON building site; therefore, the sewer servicing Building 4601 will be rerouted.
A new 8-inch sewer main will be installed to replace the existing 8-inch sewer main servicing
Building 4601. The new sewer main will discharge into the existing 8-inch gravity sewer main
via the new manhole 100 feet east of the edge of Humphrey's Street. There is no additional flow
or new service connections associated with the rerouting and replacement of the 8-inch sewer
main servicing Building 4601.
The proposed sewer will be constructed of SDR 35 PVC and ductile iron, and be laid at a slope
of 0.4%.
Three precast concrete manholes will be installed. Between Manhole No. 2 and 3, the sewer
main must cross over existing storm drainage pipes. The sewer has been designed to go over the
drainage pipes with a minimum separation of 18 inches, in accordance with 15A NCAC 02T
.0305(f) of the North Carolina's Division of Water Quality's regulations. A note has been added
to the plans requiring the Contractor to field verify the location and depth of the storm drainage
pipes prior to ordering manholes and beginning construction. If the minimum separation of 18
inches cannot be provided, then the Contractor shall contact the Engineer and the depths of the
sewer mains shall be adjusted.