WQ0040904_Application (FTSE)_20190621

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5r28/20 19
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Site 21 Pump Station 1296 Abandonment
Minor Wilmington
o snty.
Location Address
Onslow
Owner Name
Ovvner "type
Commanding Officer Marine Corps Base Camp Lejeune
Government - Federal
0 -1weer Affi Ealor,
John R Townson
Mcleas't-McB Camlei G-F Emd
Egb 12 Post n
es/---em
Camp Leieune
NC 28547
schedu va
O rig aSsue App Peceived raa`t : iftiaat.'c°d issuance
PUb is Notice issue E cci.i•ve
Eypii '-f€on
5/20/2019
z IS
_ is
Additional information requested
Additional information received
191172
_

State of North Carolina
Department of Environmental Quallty
Division of Water Resources
R
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number :,,A,, V3 (to be completed by DWR)
All items must be completed or the application will be returned
1. Applicant's name: Marine Corns Base Camp Leieune. North Carolina (company, municipality, HOA, utility, etc.)
2. Applicant type: R Individual El Corporation E] General Partnership [:] Privately -Owned Public Utility
E Federal El State/County El Municipal El Other
3. Signature authority's name: Neal Paul per '� 0- )1
Title: Deputy Public Works Officer G-F/Public Works
4. Applicant's mailing address: 1005 Michael Road
City: Camp Leleune State: NC Zip: 28541
5. Applicant's contact information:
Phone number: [phone] Email Address: neal.paul0),usm.c.mil
11. PROJECT INFORMATION:
AS,
1. Project name: Lift Station Reset (Site 2 1) 0
2. Application/Project status: Z Proposed (New Permit) E] Existing Permit/Project
If a modification, provide the existing permit number: WQOO Link 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: 34.6688' Longitude: -77.3325'
5. Parcel ID (if applicable): N/A
(or Parcel ID to closest downstream sewer)
1. Professional Engineer: Joseph C. Av&is PEPLS License Number: 15360
Firm: Avolis Enizincerina, PA
Mailing address: PO Box 15564
City: New Bern State: NC Zip: 28561-
Phone number: (252) 01-0068 Email Address: avolisen2ineerin2aembarcimail.com
111�1�-11'11111111 1`11 101M), I =1FIrM
1. Facility Name: French Creek Permit Number: NC 0063029
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF)-.
1. Permit Niumber(s): WQ JL rLk Downstream (Receiving) Sewer Size: 8 inch
—
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?
, ­ - " ­ , � I I -
2. If the Applicant is a Developer of lots to be sold, has a
--------- t I I been attached?-
El Yes E]No ON/A
3. If the Applicant is a 'R-, 0­1-1- oc��allu'a' Jh'�-'zz; -�m Rt-l!"I'l: HC) h-1 ), been attached?
4. Origin of wastewater: (check all that apply):
El Residential Owned E] Retail (stores, centers, malls) D Car Wash
n Residential Leased El Retail with food preparation/service E] Hotel and/or Motels
F1 School / preschool / day care El Medical / dental / veterinary facilities [] Swimming Pool /Clubhouse
El Food and drink facilities [:1 Church El Swimming Pool/Filter Backwash
0 Businesses / offices / factories [I Nursing Home 0 Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (SC QQ 0 i 03
Is there a Pretreatment Program in effect? [:]Yes [:]No
6. Hasa flow reduction been approved under 15AU21 U!14jfi? El Yes 0 No
If yes. Drovide a cove of flow reduction auDroval letter
7. Summarize wastewater generated by project:
Establishment Type (see
Daily Design Flow "b
No. of Units
Flow
Offices
gal/
GPD
(Existing Facility - No New Flow)
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See A NCAC 02-1
')i, 2) for caveats to wastewater design flow rates (i.e., minimum flow per
1J
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 42A-4).
b Per 15A NCAC 02T .0 1 14(c), design flow rates for establishments not identified [in table J 5 A N"AC 0-11 0,', 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 15'�' __ `0 I ' 11' ' 4)
�> 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:
0 Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM: FTA 04-16 Page 2 of 5

1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 134 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) —j"
030
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: N/A - Elimination of Existing Pump Station
1 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
M�-, '
6. Power reliability in accordance with 13 AI. -!',QAC 02 1 ..,-JJQ'i I .
El Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(13):
> 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:
E] Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
M
Ej Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .03 05 (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

1. Does the project comply with all separations found in 1 5A �,C�AC_02 1_03-- �'J,_`� &
­!
1111_­__111 11 ­ __ 11_11_ Akg)
)� 15A NCAC 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)
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 S13 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 feetormore vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
'5 02 L0 5( ) contains alternatives where separations in 02T.030,5, f! cannot be achieved.
301
"Stream classifications can be identified using the Division's NC Water Ua�sjflcatipiyeb
> If noncompliance with 0'",'Ifl see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ZYes [:]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 02S 0200,? El Yes El No Z N/A
)> This would include Trout Buffered Streams per 15A NCAC 2&­,`O')
4. Does the project require coverage/authorization under a 404 Nationwide or E]Yes [D No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 40 _11ut
5. Does project comply with N QA_f_'_ 0_',; 0 1 051c'm i'D (additional permits/certifications) Yes [:]No
Per 3 A N C, Ak'_' 02 EQ i 05 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 i5 eA, NC_A,,_1U 0,2 11"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.
El Yes [D No 0 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

I
1. Does the submitted system comply with '5 A N1_­AC G21, the f%j,,"B` u win EI-Z-Silg­o foi- unt Piflraifflm_ 1p" oi PL5, "s S_ doi-,_1
ryleJ­ and the G7­av4-,,- S'�ver IN F' atesi ,Ctl, iio as applicable?
- --------- ,,v L; � & 1�_l
85,
M
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. AMroval of the request is LrMuired urior to submittal of the Fast Track
documents.
2. Professional Engineer's Certification:
M
01-1,
Engineer's name from 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.
North Carolina Professional Engineer's seal, signature, and date:
1V
—Y
Z SEAL
-u.."R 15360 15J:
�LL4, f
'5-
GINS.
.......... . ...............
3. Applicant's Certification per 15A NCAC 02T.0106(b):
V_V attest that this application for
V (Signatdrje 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 5,6,1 and 3­2 i 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.
Date: - �6 1
FORM: FTA 04-16 Page 5 of 5

Project Narrative
Lift Station Reset
Site 21
J,JCJ,L=LIQJ "--t=,ALVC
Pump station 1206 is located at the back of building 1206 in the Hadnot Point industrial area.
The small pump station serves the bathroom facilities in the building. The pump station will bd
gravity drained to an existing sewer manhole across Michael Road. *diret connection to the
manhole can be made with 134 linear feet of 8-inch gravity main. There will not be any new
flow associated with this project. The small pump station will be demolished.

PLAN
A BLDG 1206 (MIML ROAD) AREA - USGS W
Y-NOT TO SUE
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