WQ0040900_Application (FTSE)_20190621

Central Files APS ____ SVVP
5/28'2C19
a. VVQ0040900 � Permit Tracking Slip
Progsari Category
Non -discharge
Perms lit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal S Ruffie
Permitted F" ow
Facillity Marne
Site 9 Pump Station S7271 Abandonment
Location. Address
Owner Naive
Commanding Officer Marine Corps Base Camp Lejeune
Stafu s
In review
Ve=sicn
A
Project Type
New Project
Permit, Csaas a aon
Individual
armit Contact A'ffiFaf`€on
€1€a or/tt inor 'Region
Minor Wilmington
C0V,n'zy
Onslow
Bao €hj Contact Ai`fit atsor
Owner Type
('+,
Government(.- Federal
Owner. 'cation
John R. Townson
Mcleast-McB Camlej G-F Emd Eqb 12 Post Ln
Camp Lejeune NC 28547
Scheciuled
orig Issue App Received Draft nitiated Issuance Public Notice issue Effective Expiration
5/20/2019
Additional information requested
Additional information received

State of North CaroHna
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources ETA 04-16 & SUPPORTING DOCUMENTATION
t
Application Number: (to be completed by DWR)
1 -.1-,-,,- - 11 - ,,, I , ilk if II x- �*
L Applicant's name: Marine Corps Base Camp Lejeune, North Carolina (company, municipality, HOA, utility, etc.)
2. Applicant type: M Individual El Corporation El General Partnership El Privately -Owned Public Utility
0 Federal 0 State/County 0 Municipal El Other
3. Signature authority's name: Neal Paul per !N,'
Title: Deputy Public Works Officer G-F/Public Works
4. Applicant's mailing address: 1005 Michael Road
City: Camp Leeune State: NC Zip: 28541
5. Applicant's contact information:
Phone number: [phone] Email Address: neal.paulausmc.mil
1. Project name: Lift Station Reset (Site 9)
2. Application/Project status: ED Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQOO Unk and issued date:
If new construction but part of a master plan, provide the existing permit number: WQOOO
1 County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.70944' Longitude: -77.3661'
5. Parcel ID (if applicable): N/A
(or Parcel ID to closest downstream sewer)
1. Professional Engineer: Joseph C. Avolis, PE, PLS License Number: 15360
Firm: Avolis Engineering,PA
Mailing address: PO Box 15564
City: New Bern, State: NC Zip: 28561
Phone number: [phone] Email Address: avolisen�zineerin2aembarcimail.com
1. Facility Name: French Creek Permit Number: NC 0063029
Owner Name: MCB Camp Lejeune
1. Permit Number(s): WQ_Ilpk Downstream (Receiving) Sewer Size: 8 inch
- - --------
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

I 1 1
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
2. If the Applicant is a Developer of lots to be sold, has a Q,,e been attached?
El Yes 0No ON/A
If the Applicant is a laoinie;P"y `vvi icl sAssu,-la 0-'n' h as,aii -n.i' -LORhji, HQA`,' been attached?
4. Origin of wastewater: (check all that apply):
El Residential Owned R Retail (stores, centers, malls) F1 Car Wash
El Residential Leased R Retail with food preparation/service El Hotel and/or Motels
El School / preschool / day care El Medical / dental / veterinary facilities 0 Swimming Pool /Clubhouse
El Food and drink facilities F1 Church El Swimming Pool/Filter Backwash
El Businesses / offices / factories El Nursing Home El Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial ( e 15-A, NQAQ TT 03(-,
' 0 -, I - Q
Is there a Pretreatment Program in effect? El Yes El No
6. Has a flow reduction been approved under 15ANCAC 02T-0114iD9 E] Yes [D No
)� If ves, vrovide a covv of flow reduction aDDroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02-1%0111J�-"
Daily Design Flow ,b
No. of Units
Flow
Community Center
gal/
GPD
(Existing - No New Flow)
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See i5.A,, MU'AC 02T .01 1-11 -' hi f'-") ' " ' 21 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 " . �42.A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table " 5A NKCAC' 02: Q 11, 4 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 1'-5-A--NCAQ 02 1,011 JI)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit Number:
[D Rehabilitation or replacement of existing sewer with no new flow expected
FORM: FTA 04-16 Page 2 of 5

IRI III I III pill 111:1111
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 281 PVC
Section 11 & 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) T 03W-&!V',,D,
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: N/A - Elimination of Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: . 0 Longitude: - 0
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):
Size (inches) Length (feet) Material
6. Power reliability in accordance with `�A Nl"--'A,' , 0�`J'
El 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:
El Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
El Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(I)(Q:
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

1. Does the project comply with all separations found in 15A Nf1__'AC06, 5,d 'o,
> 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
M�M
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-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
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 (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 A
> 15A 0
LoGM50
Nc-'A-�­021'.0 'lu contains alternatives where separations in 2-1- ll-, — �_ 0 cannot be achieved.
> "Stream classifications can be identified using the Division's 1 '_grface Walker Classilt'icano'l-IS V�,euf��
> If noncompliance with 02T.U­,'3UQ5fl,'-_) oir,g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) M Yes [:]No El 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 15YAk NCAC 02B 0-)00? El Yes M No M N/A
> This would include Trout Buffered Streams per UA hTCAC` 2-k3MO?
4. Does the project require coverage/authorization under a 404 Nationwide or E]Yes 0 No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 40 ° 8L Buff!'-r pernrd�, h"! Br
5. Does project comply with 15A NCA��,f` `­_ Q"Qc� ­-
JUZ 1 -, U106 1-C)i 0) , (additional permits/certifications)? 2 Yes El No
Per 15A NCA,'---' 021 0, 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 15A NICAC 00 w .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 0 No [1 N/A
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location)
FORM: FTA 04-16 Page 4 of 5

1. Does the subm"I"I"j-" thetyr-Jn, Qes�g ` "'@' -,, _. ,
mute d system comply with '5,'A_N I OD-111
-n -,a -,test versio-1-0 as applicable?
and-," and the '_,,,rav'tv Sev�;e­
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Auvroval of the request is required Drior to submittal of the Fast Track Application and suvvorfin2
documents.
2. Professional Engineer's Certification:
1, 0 15 attest that this application for
(Professional Engineer's name from Application Item III . I .)
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.
I ............... ­1 ..................
North Carolina Professional Engineer's seal, signature, and date,
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le,
�r.7
VL
15360
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PH
3. Applicant's Certification per 15ANCAC 02T.0106(b):
I
a
Authority's name & title from Application Item 13.)
attest that this application for
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 Ind I 5,6,z,. and ',4, 3- - 2 1 5,6B, 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: /, zu Date:
V Y
FORM: FTA 04-16 Page 5 of 5

Project Narrative
Lift Station Reset
Site 9
-*jt—
he pump saonS2imlshaserhemntalm �::e.».:�©« cuy center in the Hero's
Manor housing development. The pump station requirement can be taken away by the
construction of 281 linear feet of 8-inch PVC gravity main. There will not be any new flow

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