WQ0040903_Application (FTSE)_20190621

VVQ0040903
arr, Category
Non -discharge
Parm.it'
Gravity Sewer Extension, Pump Stations & Pressure Sewer Extensions
1�7Nnnary Reviv�,ver
dear) huni<ele
SrM R ulia,
FacM,ty Nanna
Site 13 Pump Station S728 Abandonment
Locaflon Address
Central Files APS SVVP
5 28 21019
Permit Tracking Slip
stagtoc PFoiact Type
In review New Project
A Individual
Minor Wilminaton
Goer
tv
OnSlow
Facility Contact Affilia"Jon
Ovk'nel- a'me
O-wnei­ Type
_orn.mand­,i Officer Manne C:),-ps Base Caro Le eurie
overiment - Federal
Ckr,lneAffiDaflon
John R —1 ownson
Mcleast-McB Carnlej G-F E'rind
E_qb 12 Post Ln
Cqn-rD Leieune
NC 28547
Orig issu-, App ReceMed D r a! i rr a' e d i s G 11 a n C e
Rjbiic Notices issue
Ex pi rati D ri
5/20/21219
Additional inforrna"ori renuested
Additional imOima-1111011 received
9

State of North Carolina
Department of Environmental Quality
Division of Water Resources
R
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
3 Application Number:,,, "d (to be completed by DWR)
1. Applicant's name: Marine Corps Base Camp Leieune, North Carolina (company, municipality, HOA, utility, etc.)
2. Applicant type: n Individual El Corporation [:] General Partnership El Privately -Owned Public Utility
Z Federal E] State/County E] Municipal El Other
3. Signature authority's name: Neal Paul per �.,Uk PRom` AC 011 -Q 1061
Title: Deputy Public Works Officer G-F/Public Works
4. Applicant's mailing address: 1005 Michael Road
City: Camp Lejeune State: NC Zip: 28541
5. Applicant's contact information:
Phone number: [phone] Email Address: neal.paulaustric.mil
11. PROJECT INFORMATION: A i
1. Project name: Lift Station Reset (Site 13) U b.;1jr- 4-1,Y.,
2. Application/Project status: 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
3. County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.6767' Longitude: -77.21437'
5. Parcel ID (if applicable): N/A
(or Parcel ID to closest downstream sewer)
1701 �11 V �
I . Professional Engineer: Joseph C. Avolis, PE, PLS License Number: 15360
Finn: Avolis Engineering, PA
Mailing address: PO Box 15564
City: New Bern State: NC Zip: 28561
Phone number: [phone] Email Address: avolisenvineerin2(&,embarcimail.com
1. Facility Name: French Creek Permit Number: NC 0063029
Owner Name: MCB Camp LgLqune
1. Permit Number(s): WQ Unk Downstream (Receiving) Sewer Size: 8 inch
Co, S--riuh -11
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

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 RJV,'­ D! V� been attached?
3. If the Applicant is a ,min e p c�,t y ei s � A S so i'� I'a ion ""'0' s' &n, A i-e-ril Is INA!: 1 _2_" 0_" 2 been attached?
FMIMIBNNRt�
4. Origin of wastewater: (check all that apply):
EJ Residential Owned El Retail (stores, centers, malls) 0 Car Wash
F1 Residential Leased El Retail with food preparation/service El Hotel and/or Motels
El School / preschool / day care El Medical / dental / veterinary facilities El Swimming Pool /Clubhouse
El Food and drink facilities El Church El Swimming Pool/Filter Backwash
0 Businesses / offices / factories El Nursing Home 0 Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See I 5"d A(" Q " Q " , , , " - )
L------>Is there a Pretreatment Program in effect? Cl Yes n No
6. Has a flow reduction been approved under 0ILI" EJ Yes 0 No
> If ves, vrovide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 0121U,01`114
Daily Design Flow 0
No. of Units
Flow
Offices
gal/
GPD
(Existing - No New Flow)
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See .11521A N_-k(, 021 J.
kp- _1_for caveats to wastewater design flow rates (i.e., minimum flow per
-_ �1' fland' 1 It - 2 3
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 in4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table J5_A_1N_CA(_ 021 Q i 14] 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 '14A. NCt A 1 02 1' 0 1 i4)
— -- --------- -
> 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
E] Flow has already been allocated in Permit Number:
Z Rehabilitation or replacement of existing sewer with no new flow expected
101 t E M
FORM: ETA 04-16 Page 2 of 5

1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
147
PVC
8
12
DIP
> 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) —_02' .034075, & M-3 4' zi tatiouns/1 Oirce
1. Pump station number or name: N/A - Elimination of Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
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 15ANC'AC0,211.03,05 hli! ] i.
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:
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)(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 timefiames, 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 i5A P4CA` 0'-,"-
� 15ANCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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)
IS 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 II 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
> 15AF,;C'Af__'02T 3"o-5ic" contains alternatives where separations m 0 U 'cannot c ot Q`­'ann be achieved.
> "Stream classifications can be identified using the Division's i\11"
If noncompliance with 02'-' Q " Q51 f' see Section X of this application
I
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Z Yes El No [I 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 5A {N,`,_61' 02B 0200? El Yes El No ED N/A
This would include Trout Buffered Streams per NCAC -,B.G��'02
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 _p�lff`_'I'e
­­ - 5. Does project comply with NI1 11, - I " )(additional permits/certifications)? Yes [:]No
A Q AL —
Per 1,5A INICAC' 0'�J
, - _ q, 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 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
5 Al NC M_,' Q 1 Q`
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
[]Yes 0 No E] N/A
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
M,
M IRAI _j
FORM: PTA 04-16 Page 4 of 5

1. Does the submitted system comply with the IA -- U i �1,0 UL4�� ot io
stdo.'tAs
Gila, �_w, -th Des,, L, 1 i i C J i a
t�,s i v _r'sioc, and the G ra, v -2; S v-,, e- �-Jk uim ir, D i s L qrs i o p ) as applic able?
M - i I us,
Z Yes [] No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Agg12XgL2L1hLXggggaLj§ required urior to subn-dttal of the Fast Track Agljh:cation and supporting
documents.
2. Professional Engineer's Certification:
R
mAllo
I Engineer's name
Application Item 111.1.)
attest that this application for
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.
3. Applicant's Certification per 15A NCAC 02T.0106(b):
M
s name & title from Application Item 1.3.)
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 ' J-3 - 5, and 14 - -__ 1, 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:
FORM: FTA 04-16 Page 5 of 5

Project Narrative
Lift Station Reset
Site 13
llM7Thee ae peenty tw�© ahonumpsaon28 ismoGa
located at the marina office and will be eliminated by redirecting its inflow to pump station
S212 which presently receives the flow from the docks. The work will be accomplished by
constructing 147 linear feet of 8-inch PVC gravity main and 12 linear feet of 12-inch DIP gravity
main. There will not be any new flow associated with this project. The smaller pump station

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