WQ0040381_Application (FTSE)_20181120

Z_
Central Files- APS. SVVP
10/22/20 8
VVQ0040381
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
n revNew Pro*ect
review
Version Permit Classification
Permit Te
yp
Gravity Sewer Extension, Pump Stations. & Pressure Sewer Extensions
A Individual
Permit Contact Affiliation
PrimaReviewer
ry
dean.hunke.,
Coastal SWRulle
Permitted Flow
Facility Name
P1 043 Hadnot Point V\fTP Replacement
Location Address
rl
��- vV in e r
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Commanding Officer Marine Corps Base Camp Lejeune Government - Federal
Owner Affiliation
Neal Paul
1005 Michael Rd
Dates/ Eve nt.5.5 Camp LeJeune NC 28547252
Scheduled
Orig Issue App Received Draft Initiated Issuance
10/22/2018
Regulated ActivitbUes
Public Notice Issue Effective Expiration
Req--ues,"Eed /Recei.val Events
Additional information requested
Additional information received
Waterbod - Name Streamindex Number Current Class
Y
IEG4JU
NY-BRACHTMAL
JARRETT.. A...

�:7Vs, R
r i (,(/`
CH2M HILL, Inc.
3120 Highwoods Blvd.
�.. F!.•a ,�.. �+.I
Suite 214
Raleigh, NC 27604
Tel [phone]
Fax [phone]
September 28, 2018
Attn: Jim G regso n
Environmental Regional Supervisor
Wilmington Regional Office
Water Quality Section
NC Division of Water Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: Fast Track Sewer System Extension Application
Wastewater Pump Station and Force Main
P1043 Hadnot Point Water Treatment Plant Replacement
MCB Camp Lejeune, Onslow County
On behalf of MCB Camp Lejeune, I am pleased to submit the enclosed Fast Track Sewer System Extension
Application (FTA 04-16) and associated supporting documents for a new wastewater pumping station and
related force main required as part of the new drinking water treatment plant to be constructed aboard
MCB Camp Lejeune in Jacksonville.
The Base's existing Hadnot Point (potable) Water Treatment Plant (WTP)* currently discharges a combination
of domestic wastewater and water treatment residuals to the Base's existing wastewater col lectio.n..system
(WQCS 00015) before being treated at the existing MCB Camp Lejeune Advanced Wastewater Treatment
Plant (NC 0063029).
The new drinking water treatment plant will replace the existing Hadnot-Point WTP, which..wif1 be removed
from service. Similar to the current operations of the existing WTP to be replaced, the new WTTP will
discharge a combination of domestic wastewater and water treatment residuals to the Base's.collection
system before being treated at the existing WWTP.
..1
No permit modifications for the existing MCB Camp Lejeune Advanced Wastewater Treatment Plant (NC
0063029) are required or sought as a result of the new drinking water treatment plant.
The requested permit action is related to the following:
® Below grade wastewater pump station located within the proposed WTP fence line, generally
consisting of two submersible pumps (one duty, one standby) with variable frequency drives,
concrete wetwell, concrete valve vault and associated instrumentation and controls, valves, piping
and appurtenances.
® Force main: 8-inch diameter; length: 3,100 linear feet; material: HDPE (DR-17)
This application package includes the following:
e ' Cover letter
® Completed Fast Track Form FTA 04-16 application, certified by Applicant and NC Professional
Engineer

NCDWR -- WILMINGTON REGIONAL OFFICE
WATER QUALITY SECTION
PAGE 2
SEPTEMBER 28, 2018
® Attachment A: Application supplementary/clarifying information
® $480 application fee
e Completed Flow Tracking/Acceptance Form (FTSE 04-16)
® Site maps, 8.5" x 11" color (USGS Topographic Map & Street Level (aerial) Map
System/Applicant Type: Federally Owned Treatment Works (FOTW)
Total Average Daily Flow for this specific request: 0.024 million gallons per day (mgd)
Number of homes served: None. Similar to the Base's existing potable water treatment plant being
replaced, proposed pump station and force main will discharge domestic wastewater from administrative
areas of new drinking water treatment plant and residuals from the drinking water treatment process.
Power Reliability: The proposed pump station will be located on the proposed drinking water treatment
plant site. Backup electrical power will be provided to the proposed pump station via a permanent 1.25 MW
diesel generator and automatic transfer switch.
Please let me know if there is any additional information that would facilitate your review of the project; I
am happy to come down to your office to review and address any questions or concerns you may have.
Please feel free to contact me at 919.760.1782 if you would like to discuss the project or the path forward in
more detail.
Sincerely,
CH2M HILL
Jarrett A. Selig, P.E.
Design Manager
• CARD ••..
••• •••••����0® `•••�okIfe
••••
•
• SEAL •
040068
c: Chris Hester, NAVFAC MIDLANT (w/o encl.)
Jonathan Casey, MCAS Cherry Point (w/o encl.)

�W=9MIG
Flow Trackinp_/Acceptrance for Sewer Extens'on Applications
(FTSE 04-16)
Entity Requesting Allocation: MCB Ca�mLejeune, Jacksonville NC
Project Name for which flow is being req uested: P 1043 Hadnot Point WTP Replacement
More than one F7SE nim? be required for a single project if the owner of Me WWTP is not responsible for all Pump
slations along the route ofihe proposed waslewalerflow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name-, MCI Camp L,eune Advanced Wastewater Treatment Plant
b.' WWTP Facility Permit #: NCO063029
Aid flowsare 1W MGD
c. WWTP facility's permitted flow 15
d. Estimated obligated flow not yet tributary to the WWTP 0.012
e. WWTP facility's actual avg. flow 4.000
f. Total flow for this sped fie request .024
g. Total actual and obligated flows to the facility 4.036
h. Percent of permitted flow used 26.9%
11. 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
Firm
(Name or
Capacity,
Number)
MGD
745
2.88
HP590
12.96
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Average Daily
Approx.
Not Yet
Total Current
Flow"
Current Avg.
Tributary
Flow Plus
(Firm/ pf),
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity*
1.020
0.450
.024
0.474
0.546
5.184
1.266
024
1.290
3.894
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 Avera.ge Daily Flow is the firm capacity of the pump station divided by a peaking
factor (po not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
I
Downstream Facility Name (Sewer): MCIEAST-MCB CAMPLEJ
Downstream Permit Number: NCO063029
Page I of 6
FTSE 04-16

Ill. Certification Statement:
WII certify to the best of my knowledge that the, addition of
the volume of wastewater to be permittcd in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance With local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and 11 plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form jp�i ates, acceptance offs wastewater flow.
Sign Official Sii
Jv
2110
Dale
Page 2 of 6
FTSE 04-16

0.075 0.15
0.3 Miles
FIGURE I
USGS Topographic Map
P1043 Water Treatment Plant Replacement Hadnot Pt
MCB Camp Lejeune, !North Carolina
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OpenStreetMap (and) contributors, CC -BY -SA
�tFIGURE 2
Aerial Street Level View
s P1043 Water Treatment Plant Replacement Hadnot Pt
:r.•� 0 0.25 0.5 1 Miles p
E i i i i I i i i I•
MCB Camp Lejeune, North Carolina
CLARK NF4,xsFW
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V i
ANA-
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State of North Carolina
Department of Environmental Quality
Division ®f Water Resources
I5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number. i 00n
, a &3, r. Ito be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Marine Corps Base Camp Le'el une (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual [] Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
® Federal El State/County ❑ Municipal El Other
3. Signature authority's name: Neal Paul per 15A NCAC 02T .01.06(b)
Title: Deputy Public Works Officer
4. Applicant's mailing address: 1005 Michael Road. Marine Corps Base Camp Lejeune
City: Camp Lejeune State: NC Zip: 28542-0005
5. Applicant's contact information: 5'
Phone number: [phone] Email Address: neal.paulgusmc.mil
II. PROJECT INFORMATION:
1. Project name: P 1043 Hadnot Point WTP Replacement
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
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: 34.700788' Longitude:-77.335110'
5. Parcel ID (if applicable): n/a
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jarrett A. Selig License Number: 040068
Firm: CH2M Hill, Inc. (F-0699)
Mailing address: 3120 Highwoods Boulevard
City: Raleigh State: NC Zip: 27604-
Phone number: [phone] Email Address: jarrett.seligggli2m.com
IV. WASTEWATER TREATMENT FACILITY (WW'TF) INFORMATION:
1. Facility Name: MCB Camp Lejeune Advanced Wastewater Treatment Plant Permit Number: NCO063029
Owner Name: Commandin-g Officer Marine Corps Base Camp Lejeune
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 24 inch
System Wide Collection System Permit Numbers) (if applicable): WQCS00015
Owner Name(s): Commanding Officer Marine Corps Base Camp Lejeune
FORM: FTA 04-16 Page 1 of 5

Attachment A — 9ementary/C�arofyong Wormatoon
Fast Track Sewer Extension Application Supporting Documentation
Applicant: MCB Camp Lejeune, Jacksonville
Section VI GENERAL REQUIREMENTS
Line Item 5. Nature of Wastewater
Is there a Pretreatment Program in effect? YES
Discussion: The residuals generated during the water treatment process are classified as "industrial
wastewater" in accordance with the definition provided in 15A NCAC 02T .0103 (20). However, the
receiving facility is federally owned, is not classified as a POTW, and is not required to have a
pretreatment permit.
Section IX SETBACKS AND SEPARATIONS
Line Item 1. Row 12
Top of slope of embankment or cuts of 2 feet or more vertical height = 10 feet separation required
Discussion: A portion of the proposed force main is located approximately 6 feet horizontally from the top
of slope of a proposed drainage swale. Due to site limitations, neither the subject pipeline nor the swale
can be moved to provide the required 10 feet separation.
However, per 15A NCAC 02T.0305(g), alternative compliance is provided via subsection (5) which reads:
"(5) For all other separations, materials, testing methods and acceptability standards meeting
water main standards (15A NCAC 18C) shall be specified."
Where the minimum separation from top of slope cannot be provided, the proposed force main will be
constructed of high -density polyethylene (HDPE) piping with butt -welded (thermally fused) joints meeting
the materials, testing methods, and acceptability standards meeting water main standards (15A NCAC
18C). The subject piping will also be installed, pressure tested, and leakage tested in accordance with
water main standards.
REMAINDER OF THIS PAGE LEFT BLANK

VI. GENERAL REQUIREMENTS
1. 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 Developer's Operational Agreement (FORM: DEV) been attached?
E]Yes [:]No. ®N/A
i
3. If the Applicant is a :Home/Property Owners' Association, has an Operational Agreement (FORM::.HOA) been attached?
i
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑Retail (stores, centers, malls) ❑Car Wash
❑ Residential Leased ❑Retail with food preparation/service ❑Hotel and/or Motels
❑ School /preschool /day care El Medical /dental /veterinary facilities EJ Swimming Pool /Clubhouse
❑ Food and drink facilities El Church ❑Swimming Pool/Filter Backwash
0 Businesses /offices /factories El Nursing Home Other (Explain in Attachment)
5. Nature of wastewater: 1.6 % Domestic/Commercial 0 % Commercial
98.4 % Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? E]Yes E No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(D? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01.1.4(f))
Daily Design Flow a,b
No. of Units
Flow
General business and office facilities
(dayshift)
25 gal/day/employee/shift
5
375 GPD
Potable WTP Process Wastewater
23,625 gal/day
1
23,625 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
245000 GPD
a See 1. 5A NCAC 02T .0114(b), (d), (e)(1) and e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; 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 .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01.14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 24,000 GPD (per 15A NCAC 02T .011.4)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
n/a n/a n/a
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number. or name: Lift Station P-1043
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.701981 ° Longitude:-77.336529'
3. Design flow of the pump station: 0.864 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 600 gallons per minute at 32 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
8
39100
HDPE
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1).
Z Standby power source or pump with automatic activation and telemetry 15A NCAC 02T .03 05(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (0 ® Yes [:]No
➢ 15A NCAC 02T_0305(fl cnntaing minimum genaratinnc that shall he nrnvidnd fnr cPwer cvctPmc-
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer 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-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
*Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainages stems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or (gj., see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 1.5A.NCAC 02B .0200? Z Yes [:] No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or Z Yes [:]No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Pertnittinb Branch
5. Does project comply with 15A NCAC 02T.-0105(c)(6) (additional permits/certifications)? Z Yes [:]No
Per .15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per .1.5A NCAC 02T.0402, "high -priority sewer" means- "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
[:]Yes Z No ❑ N/A
➢ 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 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version) and the Gravity Sewer Minimum Design Criteria (Latest version) as applicable?
Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional. Engineer's Certification:
I JAP-_� VT A. SE u Cr attest that this application for
(Profe s�l Engineer's name from Application Item III.1.)
has been re y 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, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and 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.
......................................1..1..�..�. �.. .....................,
North Carolina Professional Engineers seal, signature, and date.
let ► CD
�/0111�
:........................................................................................
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, ANA� attest that this application for
(Signature Authority's name &title from Application Item I3.)
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. I 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 are not included, this application package will be returned to me as
incomplete.
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.
ZI / /l
Signature: _
Date:
FORM: FTA 04-16 Page 5 of 5