WQ0040897_Application (FTSE)_20190621

VVQ0040897
p,ogram, Category
Non -discharge
P 0 ;•vmit T, v Pe
Gravity Sewer Extension Pump Stations, & Pressure Sewer Extensions
Pr4r-nlary ; eviovv'er
dean hunkele
Coaqtal SWR�fle
Ps,irnitted Fto%rf
Facility Name
Site 2 MCAS Fuel Farm 8 Pump Station Abandonment
Location AddiresS
Ovivner Narne
Commanding Officer Marine Corps Base Camp Lejeune
Central Files APS SVVP
b/281/2019
Permit Tracking Slip
Status
P roJect Type
In review
New Protect
Ve-sion
Pe3mit C�iassfficat;on
A
Individual
Permit Contact Affi'iaflon
hrbior/Minor peaioin
Minor Wilmington
County
Onslow
FacMlw Contact Ai.'Waflon
Dvvner T1 ype
Government - Federal
Owner Affiliation
John R. Townson
Mcleast-McB Camlej G-F Emd End 12 Post _n
D a t o slE v e n S Camp L&Jeune NC 28547
Scheduiled-
odg Issue App Received Draft 1pi'dated tSsuance
5/20/2019
t
ea, U Qtc-C' rzt�-v
oubile Notice Issue Effective Expiration
Even's
Additional information requested
Additional iniormation received

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: A {to becomp
leted by DWR)
i Uil �W, W U
_0
rl�0412011 CNNJIVFD�l �4)
1. Applicant's name: Marine Corns Base Camp Leieune. North Carolina (company, municipality, HOA, utility, etc.)
2. Applicant type: n Individual El Corporation F] General Partnership El Privately -Owned Public Utility
ED Federal [:] State/County Municipal El Other
3. Signature authority's name: Neal Paul per 15 A 6 0'-� ---
CAC u6i
Title: Deputy Public Works Officer G-F/Public Works
4. Applicant's mailing address: 1005 Michael Road
City: Camp Leeune State: NC Zip: 28541 --j-
5. Applicant's contact information:
Phone number: [phone] Email Address: neal.vaul(i�usmc.mil
11. PROJECT INFORMATION: T
Q
L Project name: Lift Station Reset (Site 2 -q C—A tvt, � "Vvn J q e-
2. Application/Project status: Proposed (New Permit) E] 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: 34.721 V Longitude: -77.4497'
5 Parcel ID (if applicable): N/A
(or Parcel ID to closest downstream sewer)
I. 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: avolisen2ineerinp-(&,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 Unk Downstream (Receiving) Sewer Size: 10 (Force Main) inch
eijua,� Nj- ��bc, sWQCS
-
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

V1. GENERAL REQUIREMENTS
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 Qe-vtjo s Opga--- J, , , 1 Ak 'i _" i,ti 'i
,,11: _' EV been attached?
3. If the Applicant is a IJJ e-fs'Assfir, r, tion, !has an 'R M: M been attached?
FX_10 ��
4. Origin of wastewater: (check all that apply):
F] Residential Owned E] Retail (stores, centers, malls) M Car Wash
El Residential Leased F] Retail with food preparation/service El Hotel and/or Motels
El School / preschool / day care Z Medical / dental / veterinary facilities [I Swimming Pool /Clubhouse
0 Food and drink facilities El Church El Swimming Pool/Filter Backwash
Z Businesses / offices / factories E] Nursing Home [] Other (Explain in Attachment)
5. Nature of wastewater: 95 % Domestic/Commercial % Commercial
5 % Industrial eg .15 A 1" 0; IF 0` 10'312 0))
L------>Is there a Pretreatment Program in effect? Z Yes E] No
6. Has a flow reduction been approved under i 5A N C' J 0 1 1 A i -) [:]Yes RNo
> If vesgvrovide a coov of flow reduction avoroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021 _
Daily Design Flow a,b
No. of Units
Flow
See attached for quantification of new
gal/
GPD
pump station flow from existing facilities -
gal/
GPD
No New Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
- - � a See I � " for caveats to wastewater design flow rates (i.e., minimum flow per
A N,'-' 02 0 1!, 0b) Jel_ J ", , " ,Igj
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 �.S, 42A-4).
b Per 15A NCAC 02T .0 1 14(c), design flow rates for establishments not identified [in table I A N""AC Q,23 41 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 J, 5, P'C A C 02'-,5 0 ' 11 - 14)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
[] 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
[:] Other (Explain):
FORM: ETA 04-16 Page 2 of 5

1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 3665 PVC
8 1207 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 fines to meet minimum slope requirement is not allowed and a violation of the MDC
VI. PUMP STATION DESIGN CRITERIA (If Applicable) & MDC 11 -UM � a�� --H
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I . Pump station number or name: Site 2
2, Approximate Coordinates (Decimal Degrees): Latitude: 34.7222' Longitude: -77.4518'
3. Design flow of the pump station: 0.02415 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 734 gallons per minute at 61.6 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6 94 DIP
6. Power reliability in accordance with 1-N-(1A-i'1`-' 011.0'30)5 ,
0 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
Cr 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)
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 timeframes, shall be
provided in the case of a multiple station power outage. I
FORM: FTA 04-16 Page 3 of 5

() � " j �Z I fl, �- " kA
1. Does the project comply with all separations found in ';5A NC_A,_,_'_'_ Z Yes D No
> 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, HOW, 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
`Nbf 0 2T 03-05) 4 `) contains alternatives where separations in 02 4 ER, fl cannot be achieved.
> "Stream classifications can be identified using the Division's 11,'C Surf ce Watef _Msab­3nS, webDa;"
If noncompliance with 1021",030�f-1`1 g- ky see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 0 Yes [:]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 `5A 1 tCAC'02_13 .020,0? E]Yes E]No UN/A
> This would include Trout Buffered Streams perNIC-AC 2-RAQ10"
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 AO
indn"4 10.
5. Does project comply with -15 A ',­-TCA,C 0, 2' 1", 0' 10 (additional permits/certifications)? 0 Yes E] No
Per ID A 0`2 J , UQ I Q (6), 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 Q "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 2 No El N/A
> If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per I. NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

1. Does the submitted system comply with-2- the Mj'_ gnwil,Q� teji f6i tl_� Oenal-fflti_" LY of pu -SLarams
F, and the G,,&- vi v t'A� "n -III 1_,es c-'Ji-r-'a n), as applicable? _,rce 1%A i­!s -a 1 IRI
0 Yes [:1 No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. ADuroval of the reauest is reauired vrior to subnflttal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
0, A-vr
(Professional
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.
9071011T.4171111 RUTINJUVE, m7n, V1 MT.i 111; 11! 1 11
3. Applicant's Certification per 15ANCAC 02T.0106(b):
I, aokt ikk_kVC_ U�L� C C�,- P - \ �1, JV3V, c- attest that this application for
(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 i4 3-2 ,6y". and 161 3--2,i 5,6-, 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:,
FORM: FTA 04-16 Page 5 of 5

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Project Narrative
Lift Station Reset
Site 2
N-ra U M e2
on of 7om eig -erent pump stations in tne general
area of the MCAS New River fuel farm. The pump stations range from a small station serving a
single bathroom to a larger station serving several administrative buildings. In all eight existing
pump stations will be eliminated by this project with one central regional station being
constructed. 4,872 linear feet of new 8-inch gravity main will be constructed by this project in
order to bring all of the flow to one central location. The new pump station will discharge into
the existing 10-inch force main in the area where all of the flow presently goes and on to the
Camp Geiger existing regional station. There will be 94 linear feet of new 6-inch force main.
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