WQ0041099_Application (FTSE)_20190924

Permit Number WQ0041099
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, $ Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility Name
Site 3 MICAS 2 Pump Station Abandonment
Location Address
Owner
Owner Name
Commanding Officer Marine Corps Base Camp Lejeune
Dates/Events
Central Files. APS _ SWP _
8/14/2019
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Type
Govemment - Federal
Owner Affiliation
John R. Townson
1005 Michael Rd
Camp Lejeune NC 28547252
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/8/2019
Regulated Activities Requested ]Received Events
Additional information requested

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvislon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: UJ�do�(I�`{ (tobecampletedbyDWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Marine Corps Base Camp Lejeune, North Carolina (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: Neal Paul per 15A NCAC 02T .0106(b)
Title: Deputy Public Works Officer G-F/Public Works
4. Applicant's mailing address: 1005 Michaael Road
City: Camp Lejeune State: NC Zip: 28547-_
5. Applicant's contact information:
Phone number: [phone] Email Address: neal.paul(a,usmc.mil
II. PROJECT INFORMATION:
1. Project name: Lift Station Reset (Site 3) S jlro, 3
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.71190
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Joseph C. Avolis, PE, PLS
Firm: Avolis Engineering, PA
Mailing address: PO Box 15564
City: New Bern State: NC Zip: 28561-
Longitude:-77.4589°
License Number: 15360
Phone number: [phone] Email Address: avolisengineering-na embargmail.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: French Creek Permit Number: NC 0063029
Owner Name: MCB Camp Leieune
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Unknown Downstream (Receiving) Sewer Size: 2_5 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): MCB Camp Lejeune
FORM: ETA 04-16 Page 1 of 5

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?
❑ Yes [-]No ®N/A
3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
❑ 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
❑ Medical / 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: 90 % Domestic/Commercial I% Commercial
10 % Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ® Yes [:)No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow "b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
NOTE: All flows are existing.
gal/
GPD
gal/
GPD
Total
GPD
a See 15A 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.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project:_ GPD (per 15A NCAC 02T .0114)
➢ 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
8 985 PVC
➢ 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 tines 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: Ellimination of two pump stations.
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.7119' Longitude:-77.4589°
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _ gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station): Replacement Force Main Segment
Size (inches)
Length (feet)
Material
21/2
285
PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or pump with 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
➢ 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) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be urovided for sewer systems:
® Yes [:]No
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
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(e) 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 (g), 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 15A NCAC 02B .0200? ❑ 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 ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® 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, stomtwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A 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 ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority tines 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 renuest is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
1 Joseph C. Avolis, PE, PLS attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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, 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 143-215.613, 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.
North Carolina Professional Engineer's seal, signature, and date: i \\\)111 a 1//
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Neal Paul, Deputy Public Works Officer G—F/Public Works attest that this application for
(Signature Authority's name & title from Application Item I.3.)
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.
Signature:/ b,_i\ / i. l Datel Zj
FORM: FTA 04-16 Page 5 of 5

Project Narrative
Lift Station Reset
Site 3
MCB Camp Lejeune, NC
There is not any new flow associated with this project. All of the flow continues to be directed
to the same next downstream pump station.
There are three existing wastewater pump stations located in the general vicinity of the WAS
New River transportation and fueling unit (Building AS 4158). Two of these pump stations are
proposed to be demolished and all of the flow directed to the surviving existing pump station.
The existing pump station to remain has duplex grinder pumps. The pump station has an
existing 285 lineal foot segment of 1-1/2 inch PVC force main that will be upgraded to 2-1/2"
PVC force main by this project. Downstream of the replacement point, the existing force main
is 2-1/2 inches in diameter. The new pump station will discharge to the same downstream
pump station approximately one -eighth of a mile away. There will be 985 linear feet of 8-inch
PVC gravity sewer main constructed by this project in order to collect the flow from the two
existing pump stations that will be demolished.
A54192 will be the surviving pump station with pump stations SAS 4193 and SAS 4172 being
demolished.
The flow sources include office/work area restrooms, rainwater from fuel truck parking areas
treated through an existing oil water separator and a vehicle washrack with flow also treated
through an existing oil water separator.

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AVOLIS ENGINEERING, PA
P.O. Box 15564 New Bern. North Carolina 28561
August 5, 2019
NCDEQ
Wilmington Regional Office
Water Quality Section
127 Cardinal Drive Extension
Wilmington, INC 28405
RE: Lift Station Reset
MCB Camp Lejeune, Onslow County, North Carolina
AE Project No. 17096
Dear Sir/Madam:
252.633.0068 License No. C-0706
RECEIVED/NCOENR/M
AUG 0 R 2019
Water Quality Regional
O
Wilo� gtonRegional onal Office
Enclosed please find the Fast Track Sewer System Extension application packages for your review
and approval consisting of the following:
Lift Station Reset (Site 3)
• Form FTA 04-16 (Original and One Copy)
• $480 Application Fee
Lift Station Reset (Site 4)
• Form FTA 04-16 (Original and One Copy)
• $480 Application Fee
It is requested that you consider the submittal information, and if deemed appropriate, issue the
Sewer System Extension Permit for this project.
Your assistance with this matter is appreciated.
Sincerely,
LS
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