WQ0040907_Application (FTSE)_20190621

Central FilesAPS __ SWp
5/28,12019
VVV�
Q0040907 Permit Tracking Slip
P!,-'lararn catego:y status Project Type
Non -discharge In review New Project
penrink Type Version Permil Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions A Individual
Primary Reviewer Permit Contact Affillia'Hon
dean.hunkele
Coastai SWR-fle
Permitted Flow
Facility Name Majorlitilinor Region
Site 26 % /IN — Minor Wilmington
0 'd
Location Address
Owner
owner Name
Commanding Officer Marine Corps Base Camp Lejeune
De :­slEv a in's
Scheduled
ofig Issue App Received Draft hiltiated tss va ace
5/20/2019
P 0

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: I (to be completed by DWR)
!JV L 14
All items must be c )muleted or the aunfication will be returned
1. Applicant's name: Marine Corps Base Camp Leieune, North Carolina (company, municipality, FICA, utility, etc.)
2. Applicant type: EJ Individual El Corporation ®('general Partnership El Privately -Owned Public Utility
0 Federal EJ State/County Municipal El Other
3. Signature authority's name: Neal Paul per 15 A NCAC m
Title: Demtv Public Works Officer G-F/Public Works
4. Applicant's mailing address: 1005 Michael Road
City: Camp Le*eune State: NC Zip: 28541
5. Applicant's contact information:
Phone number: [phone] Email Address: neal.paulausmc.mil
1. Project name: Lift Station Reset (Site 26
2. Application/Project status: E Proposed (New Permit) 0 Existing Pen-nit/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: 34.5680' Longitude: -77.2756'
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 Bem State: NC Zip: 28561
Phone number: [phone] Email Address: avolisen2ineerina(&,embarqmail.com
1. Facility Name: French Creek Permit Number: NC 0063029
Owner Name: MCB Camp Lqgune
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ _jLd Downstream (Receiving) Sewer Size: 8 inch
W�`c!',� C(A11H--CiJw'! S-yqsii''nn L(If WQCS
Owner Name(s):
It Lf —
13
FORM: FTA 04-16 � '5

1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
1 If the Applicant is a Developer of lots to be sold, has a Operadona- been attached?
UA 'VE
3. If the Applicant is a I 1oi,2-t,,,Pr')Dtrty I t.�vne-_,s' As soc�am. has ay, "p— 'J "1 11
nnent been attached?
4. Origin of wastewater: (check all that apply):
Residential Owned n Retail (stores, centers, malls) E] Car Wash
Residential Leased El Retail with food preparation/service n Hotel and/or Motels
❑ School / preschool / day care EJ Medical / dental / veterinary facilities EJ Swimming Pool /Clubhouse
El Food and drink facilities [:1 Church EJ Swimming Pool/Filter Backwash
ED Businesses / offices / factories El Nursing Home [] Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial I 4_5A IN CAC 02T 0 103
L-------->Is there a Pretreatment Program in effect? S Yes FJ No
6. Hasa flow reduction been approved under 1 5 A -NICAC 02T 0 11 (1],-,? Yes No
> If ves,vrovide a co of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see _
Daily Design Flow ', b
No. of Units
Flow
Beach Rental Units; Office
gal/
GPD
(All Existing Facilities - No New Flow)
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See 15A NQAQ 0?" 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". 4-,�EA-4).
, -------
b Per 15A NCAC 02T .0 1 14(c), design flow rates for establishments not identified [in table I 5A _NQ '.AQ - 0,21,0 - 11 - 114] 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 15A ' CA-021 01 M
> 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
I
ED Rehabilitation or replacement of existing sewer with no new flow expected
[I Other (Explain):
FORM: FTA 04-16 Page 2 of 5

1, Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 421 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 lines to meet minimum slope requirement is not allowed and a violation of the MDC
V111. PUMP STATION DESIGN CRITERIA (If Applicable) S i a i ` a ns / F -a- r c e Pvll, a, I n s):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . Pump station number or name: N/A - Elimination of Existing Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: . 0 Longitude: - 0
3. Design flow of the pump station: _
4, Operational point(s) of the pump(s)
millions gallons per day (firm capacity)
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 N CA;— Q -2� If 3 "), 5 ffi
D 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)
H1
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 NC`Y1JC_ 30`2T Z Yes E]No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewersystems:
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
> 15A NC C T,0305 0 contains alternatives where separations in 02 T,03" - fl, cannot be achieved.
> "Stream classifications can be identified using the Division's NQ Sgiftic-
If noncompliance with 0T_'- `0�" o- "g) see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ED Yes E] No [:1 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 115A NCAC_ 02B.,,0200? 0 Yes 0 No Z N/A
> This would include Trout Buffered Streams per 155A " -QA`_'2EQ,,020?
4. Does the project require coverage/authorization under a 404 Nationwide or EJ Yes Z No
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 4 0, i B ut F 1,­ 1` -- rili i Ot i rail(A"
'11-9 1 11 �, 11 1, ' � I ��
5. Does project comply with 1" 5, A 1-JI AC" 0", Q i 0 3,, c,� � 6) (additional permits/certifications)? Z Yes E] No
Per 15A NC-�,6i:C 02 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
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
[:]Yes 0 No [I 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

H
1. Does the submitted system comply with, f 5A N C AC 02T, the fMl iniinum Q��d a for the Permitfin g of PUM0 Stadons
and Force Mains
Latgm.Y�s_iQ_Lij and the Gravit 1. Sewer Mlinirn'..-nDe igq_j�� a,( q2est, ��iqi
----- ---- TA _yeC _ A, aS applicable?
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. ADDroval of the reauest is ea flea Drior to submittal of the Fast Track Amfleation and sutmortin.N
documents.
2. Professional Engineer's Certification:
I T�l I-, $ f / � 4ullni —P-11 vr� L AZI A attest thatiki application
(Professional
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 $25,000 per violation.
Applicant's Certification per 15A NCAC 02T .O I 06(b):
LAQI� r �� V 11 �,J_ t
O_Jk , , ;_1 kXlv_L. G-l" ij A a_, v''w
(Signature-Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge, I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE - In accordance with General Statutes i43-215,6A and 4? 1' � =,i 3 -- any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to expoed-$J 0,000 as well as civil penalties up to $25,000 per violation.
Signature: I/ � A Date: - / 1
FORM: FTA 04-16 Page 5 of 5

Project Narrative
Lift Station Reset
Site 26
F I - 1 1.
100 feet apart. This project involves the elimination of the older pump station by diverting the
incoming gravity line around the station and discharging the flow to the nearby Onslow Beach
regional pump station. There will not be any new flow, The single pump station will be
replaced with 421 linear feet of 8-inch gravity main. Since the pump station being eliminated
discharges to the adjacent regional station, there will not be any new flow into the existing
station or force main.

M
tD
a
-0
Z LL
2
Lq
m
U
LLU
[[��ppqq �}qq
SBA19 A
Z c0 z O
O
y
m
F-
w
-�
�
Tnmm
z
©C?wy
Re
LLJ
8
4E�.B LU
a z
g
g^
BA195
co
PLAN
^,SBA126/BA167 AREA — AERIAL
jW NOT
a
�
C83
dLLJ
SCALENOT TO
@2
SHEET 25 OF 26