WQ0040874_Application (FTSE)_20190613

WQ0040874
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Pdrnary Reviewer,
dean hunkele
Coastal SVI'Rule
Permitted Flow
Central Files- APS — SWP
sill 7/2019
Permit Tracking Slip
status
Projo-ctT1 pe
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliatior
Facility Name MaJor/Minor Region
Villasenor Restaurant Private Pump Station Minor Wilmington
Location Address County
Onslow
Facility Contact Affiliation
own
Owner Name Owner Type
Villasenor Group LLC Non -Government
Owner Affiliaflwi
Jorge VillasenoF
Datels!Ewenf- 1092 NC Hwy 210
Sneads Ferry NC 28460
scheduled
Oriq issue App Received Draft initiated issuance Public Notice Issue Effective Expiration
5/16/2019
Rpaulated Acti-ities Requas-=_Sd /Received 9_:'V�'Ms
Additional information FeQUested
Additional information received
(01 3(DD (0, 7A
A"'N"A BMUDERNS HMIC
67-8071532
C 0 4M RA E FRI C 112/1%. ILI- Al" C C 00 UM" T 1 iave a nice bank
13480 NC HWY 50 855-c'-cm
www.haveanicebank com
SURF CITY, NC 28445 5/6/2019
DATE
PAY TO THE NC DEN R $
ORDER OF
Four Hundred Eighty and DOLLARS
NC DEN R
Div, of Engery, Mineral & Land Resources
127 Cardinal Drive Ext.
Wilmington, NC 28405 'f­ 7- _1

STROUD ENGINEERING, R A.
CONSULTING ENGINEERS
loxoCINEMA DRIVE
WumINGnOw.mOeTH CAoouwAov4na
� vmwW.amouosws|wssn.Cow
0 LICENSE NO. o-no47
NCDEDDivision nfWater Resources
Water Quality Permitting
127Cardinal Drive Extension
Wilmington, NC2O4O5
Attn: Mr. Dean Hunke|e
Re: V1UasenorRestaurant
Ona|ovvCounty
Please find the attached FTA, FTSE and supporting information for a proposed private
pump station and short force mein to serve this proposed restaurant to be located off North
Carolina Highway 210 nearly one thousand feet north of its intersection with 0d Fu|kytone
Road. We are propoaing310 linear feet uf1 1/4inoh SCH 40fnrce main and a duplex HP
grinder pump prefabricated station. This private 1 1/4inch force main will connect to the
existing P|uris 10 inch force main located in the opposite shoulder ofNC 210. The daily design
flow is calculated to be 5200 GPD based on 02T rules for the proposed restaurant use.
Thank you in advance for your attention to this matter. Please let me know if you have
any questions orconcerns.
Best Regards,
47
(Jarnes Fentress Jr. �'E
,,Stroud Engineering, PA
Attachments
1orBCOMMERCE STREET 102DCINcmA DRIVE uao2CBRIDGES STREET
eRsemvKLE.NORTH [AeOum^ 27868 vNuwINeTON.NORTH {JROLINA 28403 MOoGHEADCITY, NORTH (Ao0UmA 28557
252.75&9352 910.e15.0775 252.e473479

State of North Carolina
Department of Environmental Quality
Division of Water Reso-urces
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING'DOCUNIENTATION
ApplicationNumber: (tobecornplctedbyDWR)
All items must be completed
1. APPLICANT INFORMATION:
L Applicant's name: VILLASENTOR GROUTT LLC company, irnimcipalfty, HOA, utility, etc.)
.2. Applicanttype: [] Individual tI ty 6Corporation 0 General Partnership �_Valcly-Ovvrnc� ?'tablic Utl i
El Federal E] State County D Municipal El Other
1 Signature authority name: JORGE VILLASENTOR, per 15A INICAC 02T�JJ'l 0
, , _ __ '�-' - 1 _1
Title: MAMkGER
4. Applicant'smailing, address: 1092 IAIY210 -UNIT I
Chy- SNTEADS FERRY State: NC Zip: 28460
�. Applicant's contact information:
Phone number: Qal) 210-9474 Email Address:
11. PROJECT [NFL TAM
1. Project name: VILLASENOR RESTAURANT
2. Application/Project status: X Proposed (New Permit) El Existing Permit/prqJJect
If a modification, provide the existing permit number: IVQOO_ and issued date:
If new construction but part of a master plan, provide the existing pennit number: WQOO
3. County where project is located: QNSLOW
4. kpproximate Coordinates (Decimal Degrees): Latitude: 34.5289' Longitude: -77,4'36'
5. Parcel 1D (if applicable): 067989
(or Parcel ID to closest downstrearn sewer)
111. CONSULTANT INFORMATION:
1, Professional Engineer: 11 MIF 7�9 11. FENTU-_,SS JRPE License Number- 20643
Firm- STROUD ENGINEERING PA
Mailing address: 102 -D CINEMA DR.
City: WILT IN State: NC Zip: 28403-
Phone number (210) l 5-9775 Email Address: ifttresg@ trouden incer.coQ
s���
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: _NqrthTqpsaR Waste Water Tractment Facility Permit Number: )YQQQQ1349
Owner Name: Pluris, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Pen -nit Number(s). WQO 35 Downstream (Receiving) Sewer Size: 10 inch
I a & ij
System Wide Collection aystem �te nitNuil ffa liqa e - WQCS U
Ow-n er Name(s): n1gisL,LC
FORM: FTA 04-16 Page 1 of 5

V1. GENERAL REQUIREMENTS
L If the Applicant is -a Privately -Owned Public Utility, has a Cernlftate of Public Convenience and Necessity been attached?
, Yes FEINo FIN/A
2. If the Applicari! is a Deveoper oll"lots to be sold, has a Deveipp i tta . e
qrll�� ptq- J -AD�e�eiajqq4 F01RM:EV-' een a ch -D.b d?
D Yes EJ-No NNJA
3. iftheApplicarnisa'Tfo wnr-,rs' Associattion, has all crationa" �ozgjecrncnt fFQRNMbeen attached?
,7 Yes EINo NM/A
4. Origin of wastewater: (check all that anp, ]y):
'
El Residential Owned El Retail (stores, centers, malls) 0 Car Wash
101 Residential Leased 0 Retail with food preparation/service El Hotel and/or TMotels
El School / Preschool i dad care E] Medical / dental / veterinary facilities El Swimming Pool I Clubhouse
El Food dyad drink facilities 0 Chvirch El Swirum ing Pool,Filter Backwash
ILI, Businesses / offices / factories E] Nursing Home 0 Other (Explain in Attachment)
5. Nature of wastewater % Domestio/Cornmercial 100 % Com mercial
% Industrial iaee 15A NCAC 021T �0103
there a Pretreatment Program in effect? El Yes Ell No
6. Hasa flow reduction been approved under 15A N(xkC 02 QLJ ) 1-1 es Z No
--- T, -4(f ? y T
If Yes. oL-o2yvJ2dLeLa co r)v of flow redu approval letter
7, Summarize wastewater generated by project:
Establishment Type (see Daily Design Flow `b lNo. of Units
Flow
RESTAU NI 40 gal/SEAT 54
2160 GPD
gal/
GPD
gal/
GPD
gab'
GPD
gall
gall
GPD
GPD
—1
21-60 GPD
a See 15A. INCAC 02T -QU41L (eJL Q 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 cast of the Atlantic Intracoastal 'Waterway to be used as vacation rentals as, defined
in G3. 42A-4).
b Per 15A NCAC 02T .0 1 14(c), design flow rates for establishments not identified [in table 15A NC AC 02T.0 1141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. )Vastewatcr generated by project: 2160 GPD (per 15A.N'C,.,kC 02 'r .01
----
> Do not include future flows or previously permitted allocations
If pernritted flow is zero.. indicate why:
El Pump Station or Gravity Sewer where flow will be perntitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit' -Number:
El Rehabilitation or replacement of existing sewer with no new flow expected
L] Other (Explain):
FORM: FTA 04-16 Page 2 of 5

V11. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - �L,2,­L'� DCOGravil-� SevverO:
,036,5 & "UP"W, (G,
3. Summarize gravity sewer to he permiitted
Size (inclies) Lenoth 'feet) Material
> Section 11 & III of the NIDC for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizino lilies to Inert minimum slope requirement is not allowed and to violation of the MDC
V111, P U MP STATION DESIGN CRIT ERA (if Ap Ill i ca bi e) — `02 _T-03 & :�,MD­,,UP a In P, _s/ Fo rce M,,a i n-
COMPLETE FOR EAC14 PUMP STATION INCUMED IN,rnis P.'ROJE-.'-'T
1. Pump station number or narne.- I
/_
11. .4Approximate Coordinates (Decimal Degrees): Latitude: 34.5289' Longitude.- -77336'
1 Design flow of the pump station: 0.0018' millions gallons per day (firm capacity)
�L_Lo/_
4. Operational. point(s) of the pump(s): 23 gallons per minute; at 1112 feet total dynamic head ( I'DH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (leet) Material
11/4 310 PVC
6. Power reliability in accordance with 15A NCAC 02T 0305 'AD:
—l—,—.,-,.--.,----,--.�,�-Lb , _0
El Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T M305(h)(1)(B).*
> Required for a' 11I pun-ro stations with an average daily flow greater than or equal to 15,000 gallons per day
k Must be permanent to facility
Orif the pump, station has an average daily flow less than 15,000 gallons per day:
EK Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 022T
,0305(li)(1)(C)
or
ID Portable puraping unit with plug
ged emergency pump connection and telemetry - 15A NCAC 02" .0305(h)(l)(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 pwnp stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timer'n, mes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

lxx SETBACKS & SEPARATIONS — (02B.0200 & 15A NC AC 021'.0305(f)):
L Does the project comply with all separations found in h�A NCA' 02T 03(5
Yes 0 No
> I 5A NCAC 021'.0305(fi contains minimum separations that shall be provided for scver. stems:
Setback parameter*
Se aratLon lRequiredJ
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 (horizoival)
10 feet
1 Reclaimed w
18 inches
Reclainied water lines (horizontal reclaimed over sel;ver)
2 feet
**Any private or public water supply source. including any wells, 'IT'S -I waters of Class I or
lass II ii
�Uini ounded reservoirs used as a source of drinking
100 feet
"Waters classified WS (except WS-1 or WS-'V), B, SA, ORA, HQW, or SB ftorn- normal
Jll�e�l E�a!ar or tidz elevation' and wetlands (see item JX.2)
50 feet
**Any otherstrearn, lake, impoundment, or groraid water lowering and surface drainage
ditches j
10 feet
_ALy building ft un(;Iat on
5 feet
Any basement
10 feet
Top slope of ernbankment or cuts of 2 feet or more vertical heialit
10 feet
D
5 feet
Any swirmnn�g pools U
10 feet
Final. earth grade (vertical)
30' inches
15ANC C_02T,0305 contains alternatives where separations hiL)Z!,0,3)5 T cannotbe achieved.
> Stream classifications can be identified using the Division's NC Surface Water Classificati
> If noncompliance with 02T.0'f sir see Section X of this application
2 0 Yes F] No [_1 NT/A
Does the project comply with separation requirements for wetlands'? (50 feet of separation) -
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 15—A NCAC , 02B .0200? 0 Yes [I No 0 N/A
This would include Trout Buffered Stream per,15A NCAC
4, Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes M No
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 & Buffu. Permittincr Branch
5. Does project comply with 15A NCACO2T.0l05(gX6) (additional permits/certifications)? Yes 0 No
Per 15A NCAC 02T.01 05(q)(01, 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, storinwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T,0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or Sewer
positioned parallel to strealubanks that is subject to erosion that undermines or deteriorates the sewer.
[:]Yes 0 No [:1 NIA
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 15A NCAC 02T.0403(a)(5) or the perniltee's individull System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

XCERTIFICAT IONS:
1. Does the submitted system comply with 15A NC A"' 02T, the Nfinirnun,, for the Pgraittip of Pumm Stations
and the Grawtv Sewer Min-muni'Desi si C
as applicable?
Z Yes [1 No
11"No, complete and submit the Variance/Alternative Design Request application (VADC 10- 14) and supporting documents for
review. A Llracl(heation and sir gporfingdocuments.
2. Pro fess;onal engineer's Certification:
attest that this application for
Engineer's name from Application ftem, 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 iny 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
Miniraum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track- Permitting
of Pump Stations and Force Nlains (latest ve-rsion). 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.
C
NOTE - In accordance with General Statutes 143-215.6A and 143-215.613, any, person mho knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 inisdenicanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation,
North Carolina Professional Epgmeer's seal, signature,and date,
'V
z 0'
3. Ai)plicant'sCeitifigationpgrUANPACO2T,0106(b):
-01-4141- attest that this application for
y's name & title from Application Item.0.)
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 -my 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
ineomplete.
NOTE - In accordance with General Statutes J43-215.6A and 143 ­2 11 5 .0' 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

State of North Carolina
Department of Environmental Quality
WDivision of Water Resources
DK
1)[0slon of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: VILLASENOR GROUP, LLC
Project Name for which flow is being requested: VILLA SENOR RESTA U RANT
More than one FTSE maybe requiredfor a single project if the owner of file WWTP is not responsible for° all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Topsail Waste Water Treatment Facility
b. WWTP Facility Permit #: WQ0005849
AlIflows are in MGD
c. WWTP facility's permitted flow 1.542
d. Estimated obligated flow not yet tributary to the WWTP 0.355
e. WWTP facility's actual avg. flow 0,479
f. Total flow for this specific request 0,0052
g. Total actual and obligated flows to the facility U35
h. Percent of permitted flow used -54%
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
(A)
(B)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Daily Flow"
Current
(Name or
Permit
Capacity, (Firm / pf),
Avg. Daily
Number)
No.
MOD MOD
Flow, MOD
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MOD
Flow
Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firin capacity of the pump station divided by a peaking factor
(pi) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): -North Topsail Presure Sewer System
Downstream Permit Number: WQ0017

III. Certification Statement;
Y certify to the best of my knowledge that the addition of
the volume of)4fastewaterto be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this prefect is not anticipated to cause any capacity
relined sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant cinder normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendurns for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater,
Page 2 of 6
1='"f±SE 10-18

{ u' 34031'44.0N 77°26°01.0" w
5/17/201 S