WQ0040905_Application (FTSE)_20190621

PC,v.VVQ0040905
Program Category
Non -discharge
Perrnit Type
Gravity Sewer Extension, Pump Stations. & Pressure Sewer Extensions
Pdrnary Reviewer
dean,hunkele
Coastal SWpude
Permitted Rovv
Faclity Name
Site 23 Pump Station S 1816 Abandonment
Location Address
0 --ov n e i-
Owner Name
Commanding Officer Marine Corps Base Camp Lejeune
Central FilesAPS
Permit Tracking Slip
Cletus Project Type
In review New Project
_____ SVVP
5/28/2019
jon V
-----------
�
.els Permit Ciassificatior,,
A Individual;
"ernit Cwltact AffiNation
major/Minor
Minor
FFcigity Contact Affiliaflon
Owner Type
Government - Federal
Owner Affiflation
,John R. Townson
Region
Wilmington
County
Onslow
Mcleas[-McB Canflej G-F Emd Eqb 12 Post Ln
Da4'psl'Elflens
Camp Lejeune NC 28547
Schedued
Orig Issue App Received Draft initiated Issuance Pub5c Notice tssue Effective Expiration
5/20/2019
,xtad A 'e s RetmUes�&d !Received
Additional information requested
Additional information received
9171
PA

State of North Carolina
Department of Environmental Quality
WR Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources ETA 04-16 & SUPPORTING DOCUMENTATION
A 16
Y Application NumberL (to be completed by DWR)
: !, M 4
IONIC- If, M
1. APPLICANT INFOP—MATION:
1. Applicant's name: Marine Corps Base Camp Leieune, North Carolina (company, municipality, HOA, utility, etc.)
2. Applicant type: El Individual El Corporation E] General Partnership El Privately -Owned Public Utility
E Federal El State/County EJ Municipal El Other
3. Signature authority's name: Neal Paul per 15, A 3-)2T-,0 10&1, b,,
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.i)aul(&usmc.mil
11. PROJECT INFORMATION:
1. Project name: Lift Station Reset (Site 3
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
1 County where project is located: Onslow
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.6603' Longitude: -77.3380'
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
Finn: Avolis Engineering, PA
Mailing address: PO Box 15564
City: New Bern State: NC Zip: 28561
Phone number: [phone] Email Address: avolisen�a�eerina(&,embarcimail.com
I . Facility Name: French Creek Permit Number: NC 0063029
Owner Name: MCB Camp L 'eune
�J_
1. Permit Number(s): WQ d Downstream (Receiving) Sewer Size: 8 inch
-1L —
sys-, flfnU rnb-, i�i s 1J, if ar,.�pli-kca' WQCS
Owner Narne(s):
FORM: FTA 04-16 Page 1 of 5

L If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
2. If the Applicant is aDeveloper of lots to be sold, has a De I persOoetjonql, -
been attached?
3. If the Applicant is a Hoine iers' Assoc 11U-61, Eull U`)Cfation al A(-�Xtenaeia i'-, URNI: HUA-) been attached?
4. Origin of wastewater: (check all that apply):
El Residential Owned El Retail (stores, centers, malls) ED Car Wash
El Residential Leased [:] Retail with food preparation/service El Hotel and/or Motels
School / preschool / day care El Medical / dental / veterinary facilities El Swimming Pool /Clubhouse
❑ Food and drink facilities [] Church EJ Swimming Pool/Filter Backwash
Businesses / offices / factories El Nursing Home [] Other (Explain in Attachment)
5. Nature of wastewater: -%Domestic/Commercial —% Commercial
100 % Industrial (See 115A NQA`-'2` '01030)
, �— 0XA
--1--L ------ ----- Is there a Pretreatment Program in effect? 0 Yes El No
6. Has a flow reduction been approved under 15A NC IC 021 0J J 11"? ❑ Yes No
'1-111�
> If yes, vrovide a covv of flow reduction anDroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 2=l i ifs
Daily Design Flow', b
No. of Units
Flow
Existing Oil Water Separator Discharge
gal/
GPD
from Vehicle Washing Area - No New Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See J,5A NICAC Q � '41 h�
L-A f-" 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
I "! �
as defined in G.S. 4-'L�A­d)
b Per 15A NCAC 02T .0 1 14(c), design flow rates for establishments not identified [in table ' 1 5 A - N Q A,'--' ­11"
0J.0114] 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 NQAC'0' /T Qliji)
> 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:_
Z Rehabilitation or replacement of existing sewer with no new flow expected
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) -
i�,i 1-3 C
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1190 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)
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: N/A - Elimination of Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 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
" ') --
6. Power reliability in accordance with 1 �zA N1—`A"C-` U2 11,' UJ11,- , - 1,11 ):11,
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(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:
F1 Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
KI
[] 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: ETA 04-16 Page 3 of 5

Project Narrative
Lift Station Reset
Site 23
------------
Pump station S1816 is a circular shaped oil water separator that serves a large vehicle washrack
that serves the building 1880 compound. The system presently discharges by pump to the
sanitary sewer system. There will not be any new flow associated with this project. The single
pump station will be replaced with 1,190 linear feet of 8-inch gravity main which will discharge
to a downstream sewer manhole.

EXISTING GRAVITY
SEWER MANHOLE
��
SEWER MAIN (TY .)
m
C
nZS
o
1856
G
LL!
w
S 1853cf
w m
z
x»om�Nn
N
cn
Y
o
4c-
LU�+
1854 LU
Z
�s
w
�w
18 5 Lu
®� ULU
co
o
PLAN
lll"W816 AREA
��NOT TO SCALE s
1

L Does the project comply with all separations found in 5 A 1 . ,t4i .
11 1-11, =_6 k_
> 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)
IS inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
"Waters classified WS (except WS-I 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�Ak_ contains alternatives where separations in 0 cannot be achieved.
> "Stream classifications can be identified using the Division's NC S-urfiace -yk,"ater
> If noncompliance with 012T,Q305,1fi,-,,-,r a it see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Z Yes El No 0 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 - N -(__'AC� 02 - 3 - 02ou? F-1 Yes [:]No ED N/A
> This would include Trout Buffered Streams per i�,J!CAC 2B4O202
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 4' udr, "'n. _F t, n _,, i 16 n, <-, lb rail C h
5. Does project comply with '5A _N'CAC 02 _1 J'.05�cjm( )(additional permits/certifications)?
------- (_ [0 Yes [:]No
Per It,," CA,- 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.
E]Yes 0 No El N/A
� If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
IFIRIMM" 111FUMMITRIFFIRTUE
FORM: FTA 04-16 Page 4 of 5

1, Does the submitted system comply with J 5A N_­A,U 02) 1,_ the Mi_ for � -11h, of PL"Inu slauw"ns
\A , �, , �,a,�s,
as applicable?
and the Q-_-­�Rvi�,,,., Se�wer I -hw' 'nn- Dtziai� Critc-'riia
0 Yes El No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Avoroval of the request is required twlor to submittal of the Fast Track AuDlication and sum)ortim
documents.
2. Professional Engineer's Certification:
1,Q)o�5i�gf-ii (2,
(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.
01 "1 lip 11!!
Applicant's Certification per 15A NCAC 02T .0 1 06(b):
W
igriature Authority'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 `43-215.6,� and ;43-215,61-1-, 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.
Date:
FORM: FTA 04-16 Page 5 of 5