WQ0045447_Application (FTSE)_20240521 (2)

P-1458 2nd Radio Battalion Complex, Ph 2
MCB CAMP LEJEUNE, NC
BASIS OF DESIGN
Wastewater Collection System Improvements
MAY 3, 2024
CONTRACT # N40085-20-D-0034 SOLICITATION # N40085-23-R-2557
Civil Engineering
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Basis of Design
A. Project Summary
This design-build project includes development of a 21-acre site for the 2"d Radio Battalion
located in the Wallace Creek area of Camp Lejeune in the northeast quadrant of the intersection
of Holcomb Blvd and Wilson Boulevards.
Development includes construction of a 26,000 SIFT Tactical Equipment Maintenance Building, a
Hazardous Material Storage Building, a four-bay exterior vehicle wash rack, and a 30,000
SFT tactical vehicle parking area. Development includes access roads, utilities and infrastructure
to support the primary building construction as well as development of pad sites and support
infrastructure for two future buildings programmed for the area.
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FIGURE 1: PROPOSED SITE PLAN
2

i
Basis of Design
wastewater pump station on the 2nd Battalion Access Road which has a rated capacity of 500
gpm. This pump station was previously designed to accommodate the proposed development, I
I
(Camp Lejeune Pump Station #SWC513). No new capacity improvements at the pump station or
Camp Lejeune regional wastewater treatment plant are required to support this project.
Appendix A includes detailed wastewater design calculations, including pipe and pump sizing,
velocity, pump cycle times and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well and force main, ability to flush low points in
force mains with a pump cycle, and confirmation of the downstream lift station capacity.
Appendix B includes and sewer system plans and specifications describing all materials to be j
used, methods of construction, and means for assuring the quality and integrity of the finished j
project in accordance with NCAC requirements.
All utility crossing points are designed to provide edge to edge clearances per NC code
1
requirements with fittings and offsets used as needed to achieve required separation to j
underground sanitary sewer and storm drainage piping.
D. NC DENR Minimum Pump Station Design Criteria
The following is a summary of minimum design criteria incorporated into the proposed pump
station design following current Title 15A NCAC Section 2T.0300 requirements:
1. Total dynamic head for the pump station design flow of 65 gpm (one pump running,
including minor losses) is 13.5'.
2. System curve indicates flow of 65 p p y gpm is achieved at total head of u to 22' (copy attached
in Appendix A).
3. Pump station cycle time indicates 3" force main purge volume (404 gallons is required per
pump cycle) and 2.8' normal pump cycle depth provides full flushing of force main each
pump cycle (404 gallons per individual pump cycle).
4. Pump station buoyancy based on total site flooding checked, non-buoyant, not located
within 100 year floodplain area (ground elevation at pump station NAVD88 = 21.31';
nearest 100yr flood level at Elev. 7.00 600' away from site).
5. Duplex grinder pump station serving one occupied building; provisions for emergency
pump and generator connection included in pump station design. Direct wiring of
emergency power is not required. Local high level alarm setting provides 231 gallons of
storage until gravity invert is reached (provides 29 minutes of response time at ADF of 8
GPM from time lag pump activates until alarm sounds; sufficient for local response with
emergency generator or pumping equipment.
6. Minimum self cleaning velocity of 3.1 fps in force main is achieved.
7. MCB Camp Lejeune Utilities staff confirmed receiving pump station was sized for project
flow, existing pump station capacity is listed as 500 gpm.
4

Basis of Design
18. Pumps have been selected with motor service factors of 1.25, NEMA Service Class F to
ensure resiliency and reliability.
19. Pump wet well cycle and run times result in less than 2 starts per hour at ADF (540 gph).
The cycle volume of 404 gallons was selected as the preferred design limitation vs min. 2
cycles per hour to appropriately purge and cleanse full volume of the force main each
pump cycle. At ADF the pump station will cycle 4 times every three hours which will be
appropriate given the relatively low wastewater flow volumes at this station. At 65 gpm
design flowrate the pumps will run for approximately 6 minutes each cycle allowing pumps
to reach operating speed and not short cycle. The pumps will remain submerged to reduce
corrosion potential and all stainless steel hardware and corrosion resistant materials are
included within the pump station.
20. Pump off level is specified to keep the pumps submerged at all times;this will reduce
potential for air entrainment or cavitation in accordance with manufacturer's
recommended operating levels. f
21. Pump station is designed as a precast concrete structure with watertight joints and cover;
top elevation is set 6" above grade to avoid potential for stormwater intrusion.
22. Pump station is located adjacent to paved access road to industrial portion of the site 1
where it will be accessible but not intrusive or create potential nuisance conditions for the
site occupants.
23. Chain link fencing (8' height) is provided around the pump station to provide site security.
24. Site lighting is provided as required for maintenance access around the pump station site.
25. OSHA required signage regarding confined spaces and access control contact numbers are
provided on entry gate into the pump station area. !
26. Wetwell is designed with a sloped invert to direct solids into pumping equipment and avoid
accumulation of solids within the pump station.
27. Pumps will remain full submerged during operating cycles. 1
i
28. Each pump is rail mounted with watertight bayonet fittings connecting to 3" pipe discharge
manifold whereas velocity is maintained between 2-8 fps (3.1 fps at design flow).
i
29. Isolation ball valves are provided on each pump so individual pumps can remain in service
as alternate pump is taken out for maintenance. Check valves are provided on discharge
piping between isolation valve and the pump to control backflow during normal pump
operations; check valves are installed in a horizontal orientation within valve vault adjacent
to the pump station.
30. Flexible, watertight connections are used for all core-drilled or cast-in-place pipe
penetrations in and out of the pump station and to the adjacent valve vault to allow for
potential differential settlement between the structures.
6

{
Basis of Design
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3. Piping is specified to be anchored in to structures with stainless steel hardware to limit
movement and resist thrust forces. All HDPE piping is integrally restrained as it is
thermally fused together; where HDPE piping enters the gravity discharge manhole it is
secured using stainless steel hardware designed to match pipe pressure rating (125 psi)
which exceeds the 1.25x shutoff operating pressure of the pump shut-off head.
4. The force main is designed with combination air/vacuum relief valves to limit potential for
air binding or blockage within the force main; this will also ensure the force main drains out
properly during maintenance activity.
5. Water hammer and transients will not be a concern with this force main system due to the
low operating pressures, atmospheric discharge pressure and velocities maintained below 5
fps in the force main. !
6. Force main has been designed with a minimum depth of cover to the crown of the pipe of
3 feet.
7. The force main is routed alongside new road alignments to permit ease of access for
maintenance and repair while providing required separation to adjacent utilities in
accordance with Title 15A NCAC 2T .0305(f).
i
8. Force main routing is buried within road embankment fill section where stream crossing is
required; no aerial crossings or exposed sections of the force main piping are included
within the project.
9. Commissioning of the force main shall include hydrostatic pressure and leakage testing of
the force main and associated appurtenances to minimum pressure of 1.5x maximum
operating pressure of the force main (125 psi design pressure of the force main piping)as
part of commissioning in accordance with NCAC requirements.
10. Force main leakage test may be conducted simultaneously or separate from the hydrostatic
test but shall be at the same test pressure; no visible leakage will be acceptable from the
force main; allowable leakage will be limited to measuring the amount of water required to
maintain pressure within 5 psi of the test pressure (after pressure has stabilized and all air is j
expelled). Allowable volume of leakage shall not exceed based on NCAC leakage formula:
L=SD(P)^.5)/133,200 or 0.28 gal/hr based on 1,100 feet of 3" pipe tested to 125 psi.
i
F. NC DENR Minimum Electrical and Controls Design Criteria
The following is a summary of minimum design criteria incorporated into the proposed pump
station electrical equipment design following current Title 15A NCAC Section 2T.0300
requirements:
1. All electrical components and systems are designed in accordance with the National
Electrical Code (NFPA 70) and applicable federal, state and local codes.
I
2. All pump station electrical connections, controls and alarms are located above grade in a
stainless steel NEMA 3R rated exterior electrical enclosure.
8
1
I

Basis of Design
4. O&M Manual shall include at a minimum:
a. As-built shop drawing markups and record drawings; covering each major component,
confirmed operating pump curve and design operating points.
b. Control panel wiring diagrams
C. Warranty information for all major components
d. Complete operating instructions, manufacturer cut sheets, inventory and functional
descriptions of each installed component.
e. Start-up, shut-down and calibration and testing instructions.
f. Records of all operational commissioning and results of witness testing during
installation.
5. Owner shall operate and maintain pump station in accordance with provided manual and
continually update manual throughout operational life of the pump station.
6. Owner shall conduct a minimum of weekly inspections of the pump station to observe
operations and provide preventative maintenance.
The owner certifies that: "the portable power generation unit or portable, independently-powered
pumping units, associated appurtenances and personnel are available for distribution and
operation of this pump station."
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-- Surface Water Classifications
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Surface Water Classifications:
3 Svc—Index: 19 20-1
>' Stream Name: Bearhead Creek
e Description; From source to Wallace Creek
r Classification: SB;NSW
Date of Class.: July 31,1991
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River Basin: White Oak
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State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 10-23&SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of ISA NCAC 021' and the Division's
Minimum Design Criteria((-Ca..t�.Sek%er& Pu_n��_Stations I-orce J1ains)and that plans, specifications and supporting documents
have been prepared in accordance with 15A NC.1C 02T, ISA NCAC 02T.0300,Division policies,and good enuineerinc practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in ISA NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted(do not require a permit from the Division)are explained in I.SA NCAC 02T.0303.
Projects not eligible for review via the fast track process(must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria(MDC)documents;
i Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank-effluent pumps(STEPS)or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems(e.g. force mains);
➢ Vacuum sewer systems.
General-- When submitting an 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. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted,the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy(second copy may be digital)of Application and Supporting Documents
M Required unless otherwise noted.Signatures on original must be"wet ink"or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter[Narrative Description(Required for All Application Packages):
® List all items included in the application package,as well as a brief description of the requested permitting action.
➢ Be specific as to the system type,number of homes served, flow allocation required,etc.
➢ Include the permit numberlstatus of any other required sewer permits(downstream/upstream)
➢ If necessary for clarity,include attachments to the application form.
➢ if the project is funded by American Rescue Plan Act(ARPA) funds, please include the ARPA project number in the cover
letter and in parentheses under Project Name(Section 11.1.of the application).
C. Application Fee(All New and Modification Application Packages):
M Submit a check or money order in the amount of$600.00,dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality(NCDEQ)
D. Fast Track Application(Required for All Application Packages,Form ETA 10-23):
M Submit the completed and appropriately executed application.
If necessary for clarity or due to space restrictions, attachments to the application may be made.
El If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with the
lonh d':�rolinSeyrelar5 of State.
CI If the Applicant Type in Item 1.2 is a partnership or&bla,enclose a copy of the certificate filed with the Register of Deeds in
the county of business,
M The Project Name in Item 11.1 shall be consistent with the project name on the flow acceptance letters,agreements,etc.
M The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a N<)rth_( arolin;l
licensed Professional En dneer.
INSTRUCTIONS FOR FORM: FTA 10-23& SUPPORTING DOCUMENTATION Pagel of 3

❑ The Applicant's Certification on Page 5 of the application shall be signed in accordance with J 1 1 11 ,i 1. 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).
E. Flow Tracking/Acceptance Form(Form: FTSF, 10-23)(If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
1W Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
The flow acceptance indicated in form FTSE 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 indicates that owner has adequate capacity and will not violate(';.S. 143-215.67(a).
Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specific FTSE.
F. Site Maps(All Application Packages):
® Submit an 8.5-inch x 1 1-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components(gravity sewer, pump stations,&force main)
➢ Downstream connection points and permit number(if known)for the receiving sewer
® Include an aerial location map showing general project area(such as street names or latitude longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit(Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit,items to be
added,and/or items to be modified(the application form itself should include only include items to be added/modified).The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan(Required if portable reliability option utilized for Pump Station):
® Per 15A NCAC 02T.0305(h)(1),submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b))or proposed contractor,
stating that"the portable power generation unit or portable, independently-powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations,an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump,including travel timeframes,shall
be provided in the case of a multiple station power outage.(Required at time of certification)
1. Certificate of Public Convenience and Necessity(All Application Packages for Privately-Owned Public Utilities):
❑ Per 15 NCAC 02T.01 151a)f I 1 provide 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 a letter from the North Carolina_Utilities Commission'% 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.
J. Operational Agreements(Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 021.01 15(i:A,submit the properly executed Operational Agreement FORM: IIOr�).
❑ Per 15A NCAC 02T.01 15(c),submit a copy of the Articles of Incorporation,Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02 1 .01 1_i((i),submit the properly executed Operational Aerccment(FORR1: DEV),
For more information, visit the Division's collection systems websile
INSTRUCTIONS FOR FORM: FTA 10-23& SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS,SHOULD BE SENT TO THE VPROVIZI VI I, RIJ.10 N,A[, OU I-1(4
REGIONAL OFFICE ADDRESS COUNTIES SERVED
Asheville Regional Office 2090 US Highway 70 Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section Swannanoa, North Carolina 28778-8211 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 28301-5095 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 3800 Barrett Drive Chatham, Durham, Edgecombe, Franklin,
Water Quality Section Raleigh, North Carolina 27609 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 i 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]
[phone] Fax
INSTRUCTIONS FOR FORM; FTA 10-23& SUPPORTING DOCI IMENTATION Page 3 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23& SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Commanding General, MCB Camp Lejeune (company,municipality,HOA,utility,etc.)
2. Applicant type: ❑ Individual ❑Corporation ❑General Partnership ❑ Privately-Owned Public Utility
® Federal ❑ State County ❑ Municipal ❑Other
3. Signature authority's name: Talia Prendergast per I M NCAC 02T.0106(b)
Title: MCBCL Public Works Division,Civil Branch
4. Applicant's mailing address: 1005 Micheal Road
City:Camp Lejeune State:NC, Zip: 28547-____
5. Applicant's contact information:
Phone number: [phone] Email Address:talia.prendergast a�usmc.mil
If. PROJECT INFORMATION:
I. Project name:2ND RADIO BATTALION, OPERATIONS COMPLEX, PHASE 2(P1458)
2. Application/Project status: ® Proposed (New Permit) [] Existing Permit/Project ❑ ARPA funded
If a modification,provide the existing permit number: WQ00 and issued date:
For modifications,also attach a detailed narrative description as described in Item G of the checklist.
If new construction,but part of a master plan,provide the existing permit number: WQ00
3. County where project is located:Onslow
4. Approximate Coordinates(Decimal Degrees): Latitude: 34.684799 Longitude:-77.330922
5. Parcel ID(if applicable): NA(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer:Thomas L. Fitzgerald License Number:024054
Firm: Intrinsic Consulting Services.PLLC/RO Construction, LLC
Mailing address: 1620 Faraday Avenue
City:Carlsbad State:CA Zip:92008-�
Phone number:[phone] Email Address: tom.fitzcerald n,rgconstruction.com
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
I. Facility Name: MCB CLJN AWTP Permit Number:NCO063029
Owner Name: US Marine Corps
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQCS00015
2. Downstream(Receiving)Sewer Information: inch D Gravity ® Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00O 5
Owner Name(s):
FORM: FTA 10-23 Pagel of 5

V1. GENERAL RFQUIREN1IENTS
I. If the Applicant is a Privately-Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached`'
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a I.X.�cloper',�Qperauon 11 .\urrcmcnL(I QR\I D1 \ been attached?
❑ Yes ❑ No ®N/A
3. If the Applicant is a Home;Property Owners'Association, has an I IOA P(>.\ Oticrational f\ireement_{I_OR11: I IOA I and
supplementary documentation as required by 15A NCAC 02T.01 15(c)been attached?
❑ Yes ❑No ®NiA
4, Origin of wastewater: (check all that apply):
❑ Residential(Individually Owned) ❑ Retail(stores,centers,malls) ❑Car Wash
❑ Residential(Leased) ❑ Retail with food preparationiservice ❑ Hotel and or Motels
❑ School !preschool t day care ❑Medical I dental, veterinary facilities ❑Swimming Pool;Clubhouse
❑ Food and drink facilities ❑Church ❑Swimming Pool;Filter Backwash
® Businesses 'offices factories ❑Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: 20%Domestic 80 94 Commercial %Industrial(See 15A N('AC 021 .0103(20))
If Industrial, is there a Pretreatment Program in effect?❑ Yes®No
6. Has a flow reduction been approved under ISA NCAC 02T.01 14_tf)? ❑ Yes ®No
If yes,provide a copy of flow reduction approval letter with this apnlication
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow'b No.of Units Flow
Admin Bldg 35 gallday 76 2,660 GPD
Tactical Vehicle Wash 1200 gal/day 8 9600 GPD
gall GPD
gall GPD
gall GPD
gal! GPD
Total 12,260 GPD
a See 15,\ NCAC 02 r .01 14(b).(d)jg_&I)_jik.(c)(') for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4).
b Per 15A NCAC 02T.01 14(c),design flow rates for establishments not identified[in table I SA NCAC 02T.01 141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 12,260 GPD(per 15A NCA('02"I_.,01 14 and G.S. 143-215.1)
:,, Do not include future flows or previously permitted allocations
If permitted flow is zero,please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other(Explain):
FORM: FTA 10-23 Page 2 of 5

V1I. GRAVITY SEINER DESIGN CRITERIA (If Applicable)- 112 1,031h& \1D(
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
6 69 PVC
8" 55 DIP
8' 944 PVC
i' Section II& III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
r Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Pump StationsYorce Mainsl,
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: P 1458-LSO 1
2. Approximate Coordinates(Decimal Degrees): Latitude: 34.685896 Longitude:- it 333z33
3. Total number of pumps at the pump station:2
3. Design flow of the pump station: 93,600 millions gallons per day(firm capacity)
i► This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): 65 gallons per minute(GPM)at 22 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
3 1 100 HDPE
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.I.b. ® Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A NUACO2T .0305ihI(I):
❑ Standby power source or ❑ Standby pump
Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B):
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Y Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
® Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations,an evaluation of all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes,shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

I\. SETBACKS& SEPARATIONS (028.0200 & 15A NCAC 021-.0305(0):
I. Does the project comply with all separations,alternatives found in I ., 1_\t �( u_ : ® Yes [—] NO
15A NCAC 02T.0305(0 contains minimum separations that shall be provided for seer systems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
-Water mains(vertical- water over sewer preferred, including in benched trenches) 18 inches
'Water mains(horizontal) 10 feet
Reclaimed water lines(vertical -reclaimed over sewer) 18 inches
Reclaimed water lines(horizontal-reclaimed over sewer) 2 feet
"Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
"Waters classified WS(except WS-1 or WS-V), B, SA,ORW, HQW,or SB from normal
high water(or tide elevation)and wetlands associated with these waters(see item IX.2) 50 feet
*"Any other stream, lake,impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
If noncompliance with 02.131.395(0 or(g),see Section X.t of this application
"1.5A_N`CAC 02T.0305(r,)contains alternatives where separations in 02T.0305(11 cannot be achieved. Please check"yes"
above if these alternatives are used and provide narrative information to explain,
"Stream classifications can be identified using the Division's NC Surface Water Classifications wehpaec
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑No ❑ N;'A
If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑No ❑N+A
Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑Yes Basin name: ®No
If yes,does the project comply with setbacks found in the river basin rules per 15,\NCAC 02B_0200? ❑ Yes ❑No
This includes Trout Buffered Streams per I i.ANCAC 213.0202
S. Does the project require cove rager'authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications? 401 DWR#20231724 404 SAW-2007-03406
Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits;certifications)? ® Yes ❑No
Per 15A NCAC 02T.(/1 O (cy6),directly related environmental permits or certification applications must be being prepared,
have been applied for,or have been obtained. Issuance of this permit is contingent on issuance of dependent permits(erosion
and sedimentation control plans,stormwater management plans,etc.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" [:]Yes ®No
Per 15A NCAC 02'r.0402,"high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siphon,or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
If yes, include an attachment with details for each line, including type(aerial line, size,material,and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-months and
inspections documented per 15A NCAC 02'F.0403(a)(5)or the permittee's individual System-Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with I [, the \hii-iinunl Doiuit (I il,iJla I'll Ihr I'ClI))IItIll I I'unI, I,I1 01 ,
;nut 101 c \Idin,,IJIL",t \L'II10W and tile(,m\its \l.Ill ill)uIll Ilr,inn ( rilrri,t{latca as applicable'?
® Yes ❑No
If no, for projects requiring a single variance, complete and submit the VariancefAI tern ative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Anproval of the request will be issued
concurrently with the aonroval of the permit, and nroiects reauirine a variance anproval may be subject to longer
review times. For nroiects reauirine tw•o or more variances or where the variance is determined by the Division to be a
ss>mificant portion of the arofect,the full technical review is required.
2. Professional Engineer's Certification:
P4460 2ND RADIO BATTALION.
I THOMAS L FITZGERALD, PE ,attest that this application for OPERATIONS COMPLEX, PHASE 2 (PI4S8)
(Professional Engineer's name from Application Item III 1 ) (Project Name from Application Item If 1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications,engineering 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,
\lininnun Design Criteria for Grm it3 Se%%ers flalest version),and the Minimum Dc;ign Criteria for the Past-Track Permitting
of Pump Slat ions.a(>_d Force Mains(latest version). 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 General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation,or certification in any application package 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.Misrepresentation of the application
information,including failure to disclose any design non-compliance with the applicable Rules and design criteria,may subject
the North Carolina-licensed Professional Engineer to referral to the licensing board.(21 NCAC 56.0701)
North Carolina Professional Engineer's seal,signature,and date: -(N 1CAR0
s.au.•n,.,aw,,.w,, _
i : SEAL
.,.vrµ�,� �., ..
Thomas L.FitzgeroW PE I REy u 024054 Q
C) N
3. Applicant's Certification per 15A NCAC 02T.0106(b):
Talia Prendergast 2ND RADIO BATTALION,OPERATIONS
I, _,attest that this application for COMPLEX, PHASE 2(P1458)
(Signature Authority Name from Application Item 13) (Project Name from Application Item 11 1)
attest that this application 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. I understand that any
discharge of wastewater from this non-discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties,injunctive relief,and/or criminal prosecution. 1 will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments arc not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-2l i.68, any person who knowingly makes any false
statement, representation, or certification in any application package 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.
Signature: Date: 512012,14
FORM: FTA 10-23 Page 5 of 5

Cocanower, Jordan M
From: Tom Fitzgerald <[e-mail]>
Sent: Thursday, June 6, 2024 11:32 AM
To: Cocanower,Jordan M
Subject: RE: [External] RE: 2nd Radio Battalion, Ops Complex, Ph 2 (P1458) Fast Track Permit
Application WQ0045447 Review
Attachments: LS Capacity Confirmation 10-4-23.pdf
CAUTION: External email.Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Good Morning Jordan—
This is Phase 2 of the 2"d Radio Battalion campus development and the existing lift station and wastewater collection
system were previously designed to support this component during Phase I with design flows at the receiving lift station
confirmed at 500 gpm. The design flows on this project will contribute less than 2%of the design flow to this existing lift
station.
All flows remain internal to MCB-CUN and existing treatment plant and the user group is an existing flow to the plant so
our understanding the FTSE was not applicable.
If this is something we need to have Camp Lejeune submit please let me know; attached is the e-mail from the base
official confirming the downstream lift station capacity we referenced during design.
Thanks for your help with this project.
Best Regards,
Tom
THOMAS L. FITZGERALD, PE
CIVIL ENGINEER, CS, PLLC
M. 434-665-2187
tom.fitzgeralds,rgconstruction.com
NWH -8AM-5PM EST(M-Fr)
From: Cocanower,Jordan M <[e-mail]>
Sent:Thursday, June 6, 2024 9:38 AM
To:Tom Fitzgerald <Tom.Fitzgerald@ rgconstruction.com>
Subject: RE: [External] RE: 2nd Radio Battalion, Ops Complex, Ph 2 (P1458) Fast Track Permit Application WQ0045447
Review
Hey good morning Tom. Can you provide a brief statement on why no FTSE is required for this project? I didn't see
anything in the application documents and no FTSE was provided.Thanks for your time.
Jordan C
1