WQ0040898_Application (FTSE)_20190621

VVQ0040898 V
prn-g,arr. Category
Non -discharge
_enrnit Type
Gravity Sewer Extension, Pump Stations; & Pressure Sewer Extensions
Prim -airy Revievifps
dean.hunkele
Coavtai
Permitted, Flow
Paci€ity Name
Site 5 MCAS 7 Pump Station Abandonment
Locaflon Akddresr
Civv =W_
0-wrier hianne
Commanding Officer Marine Corps Base Camp L-ejeune
Central Files APS
e 'r
Status Project Type
In review New Project
SWP
5/28/2019
Version Pe.rmitC`ass€fication
A Individual
Permit Contact A ffiilation
'Major/miner ii
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Type
Government - Federal
Ovvne€ Affiliation
John R.Townson
Mcleast-Mc3 Camlej G-F Emd Eqb 12 Post Ln
s--- Camp Lejeune NC 28547
Scheduled
orig Issue App Received Draft Initiated Issuance Pubft Notice Issue Effective Expiration
5/20/2019
,Additional information received
Additional information requested
'

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: VJ"O %0 (to be completed by DWR)
1. Applicant's name: Marine Corps Base Camp Leieune, North Carolina (company, municipality, HOA, utility, etc.)
2. Applicant type: E] Individual [:] Corporation E] General Partnership El Privately -Owned Public Utility
0 Federal E] State/County E] Municipal El Other
' 02T 0,11 3. Signature authority's name: Neal Paul per i 5 A NC—All�-�
Title: Deputy Public Works Officer G-F/Public Works
4. Applicant's mailing address: 1005 Michael Road
City: Camp Lejeunc State: NC Zip: 28541
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
t
1. Project name: Lift Station Reset (Site 5)
2. Application/Project status: 0 Proposed (New Permit) El 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: 34.70250' Longitude: -77,44033'
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: avolisen2ineerin2(a-),embarcimail.com
1. Facility Name: French Creek Permit Number: NC 0063029
Owner Name: MCB Camp Lejeune
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_Ud Downstream (Receiving) Sewer Size: 4(Force Main inch
c6lle, O-n 1P'Cf1-udt WQCS
Owner Name(s):
FORM: ETA 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?
F*1�0 MGM
2. If the Applicant is a Developer of lots to be sold, has a Qcy e --, at I"
e r -s VIL -E- )been attached?
3. If the Applicant 1S a Fiomc/p ro rtv 0fl-crsAssociau"o 14-tvli: 1 0 A) been attached?
4. Origin of wastewater: (check all that apply):
El Residential Owned E] Retail (stores, centers, malls) 0 Car Wash
El Residential Leased ❑ Retail with food preparation/service El Hotel and/or Motels
R School / preschool / day care Medical / dental / veterinary facilities El Swimming Pool /Clubhouse
El Food and drink facilities D Church E] Swimming Pool/Filter Backwash
G1 Businesses / offices / factories EJ Nursing Home [I Other (Explain in Attachment)
5. Nature of wastewater: 90 % Domestic/Commercial % Commercial
10 % Industrial (Ste 1 ;A i,,K` ' "-' 1 U - — - ') 2 U
"Is there a Pretreatment Program in effect? 0 Yes [:]No
6, Hasa flow reduction been approved under 5A !\iCAC 021J11,4,ff!? RYes MNo
>
7. Summarize wastewater generated by project:
Establishment Type (see %"
Daily Design Flow a,b
No. of Units
Flow
See Attached
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
4000 GPD
a See i1,-'AC IL4L(b) ana (ka,��Z.,,
AL1 LA I",- 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, -/1')A-4,
b Per 15A NCAC 02T .0 1 14(c), design flow rates for establishments not identified [in table 1-5-A- N(-'AQ`_k!J2 - 1'.Q-1-1-4] 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' 5A N C"M'2 '0
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
[I 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:
21 Rehabilitation or replacement of existing sewer with no new flow expected
EJ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) g& &-,,,DC�'
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 3087 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) —J')_),,](.0305 & 1%1DC dnui wreel-d"ahus,
M L, "Ku -------
1. Pump station number or name: Site 5
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.70250' Longitude: -77.44033'
3. Design flow of the pump station: 0.004 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 117.4 gallons per minute at 75.3 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
4 26 DIP
- �) - C ", � , � 5A NCAC 02 i- �uj 6. Power reliability in accordance with ' J� ,
ED Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(13)--t
> 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)
mo
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 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 i5A__NC'-A,_­012 f
> 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer ystems,
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 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
> 15ANCA,AJIJV� _ co ­`­J"1­ � mains alternatives where separations in 02 11.0305(t) cannot be achieved.
> "Stream classifications can be identified using the Division's P4C S,,3He Water
> If noncompliance with 021A 3"""0,. see e Section X of this application
'1,fgI
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) [DYes [:]No E]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 perA NCAC 02B 0200? [-]Yes E] No M N/A
This would include Trout Buffered Streams per .1"'5A.j4C"AC 2B4O202
4. Does the project require coverage/authorization under a 404 Nationwide or El Yes [D No
individual permits or 401 Water Quality Certifications?
a
> Information can be obtained from the ­,0 ­"1 & Blufffie�- F" nc,
5. Does project comply with J5A 1-JQAC',Q 1,1.0i&L;V )(additional permits/certifications)? 2 Yes E]No
Per 15A N"AC 01 i 0 105(06 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.).
INIIIHIMMINII IIIHIMIR III
Per A k-4" -C "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 M No El N/A
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
IT MMIMEW11 BUT M.
FORM: FTA 04-16 Page 4 of 5

1. Does the submitted system comply with i SA N CA (2, 02 1 Ahe f,,lUn, JI I-, -I u I -n 0,esiaw� a ;'- en niann
arid f-orce h4a;­ "l-p— ­­` K and the Sewe-Mi­�­, ­", Cl-ite-4-
i la �1, 1011
as applicable?
M Yes [-] No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
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.
Applicant's Certification per 15A NCAC 02T .0 1 06(b):
A attest that this application for
�k- CA�
(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 143-215.6A and 3/13-2i5,6J----_ 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

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Project Narrative
Lift Station Reset
Site S
LCB_r2tv,,ALV_*ZU �11■
There are seven existing wastewater pump stations located in the general vicinity of the Old
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all proposed to be demolished and consolidated into one new regional pump station. The new
pump station will discharge into an existing 4-inch force main that currently flows across the
end of theunwainoew msainwoo stmhe p toldshahe same
dowthoeapahafoailwatwrn henmmeawahwsai
area currently flows. There will not be any new flow associated with this project. There will be
3,087 linear feet of -inch gravity sewer main and 26 linear feet of 4-inch DIP force main
constructed by this project.