WQ0040656_Application (FTSE)_20190320

WQ0040656
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRulle
Permitted Flow
Status
In review
Version
A
Project Type
New Project
A
Permit Classification
.....................
Individual
IF'b - a
... e� : g
Facility Name Major/Minor Region
Federal Point Shopping Center
Minor Wilmington
Location Address County
1018 N Lk Park Blvd New Hanover
Facility Contact Affiliation
Carolina Beach NC 28428
Owner Name Owner Type
Town of Carolina Beach Government - Municipal
Owner Affiliation
Ed Parvin
1121 N Lake Park Blvd
D P. - t P, s lEz-V n S Carolina Beach NC 28428
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/18/2019
16 Akti a
Rg a-e d v i t s
Yb;vtnnu
Roue,s—RUceEv i
eedI2e11 ln t S
Additional information requested
Additional information received
EI 1'-!�

b L e ATE R
c i v i l d e s i g n
February 14, 2019
Water Quality Section
NCDEQ Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington,. NC 28405
Phone: [phone]
RE: Sewer Plans 8t Specifications Submittal
Proposed Federal Point Grocery: Store
1018 North Lake Park Boulevard
Carolina Beach, NC
Please see attached submittal package .for the above .referenced project. See list below for documents and -plans
included in. this submittal..
Items Included in Submittal
• Transmittal Letter (This document)
• Submittal checklist
• (2) Fast. track. applications
• (2) -Flow tracking/acceptance. forms
• (2) sets of -civil site plans
(2) USES maps
• (2) aerial maps
• Specifications for construction
• Check for $480.OU review fee
(TO se f S a -F Oct lcm'tal v ✓��S
Please feel free to contact me or Jason Henderson (iason@bluewaterciviLcom or 864-326-4204) if you have any
comments or questions eoncerning this submittal.
Regards,
Blu Water Civil . Des' PLLC
Jamr�-Sherer,Offi
RECEIVEMCDENROM
-5-E,
.. 3
Water Quality Red imal
Operations, Section
Wilrnin�e;� Regional Office
V=
j 1 M
FER
ZU19i
BLUEWATER CIVIL DESIGN, PLLC 718 Lownde5 Hill Road Greenville, SC 29607
[phone] ♦ infoCbluewatercivil.com www.bluewatercivil..com

State of North Carolina
Department -of Environments[ Quality
Division of Water. Resources
1.5A NCAC 02T 00300 --FAST TRACK SEWER SYSTEM EXTENSION .APPLICATION
Division of Water Resources FTA 04-16 &. SUPPORTING'DOCUMENTATION
1.0
Application Number: to be coma feted b DWR
PP t P �' )
All items tnu,st, becomrieted or the, ati,glicAtion will be returned
1. APPLICANT INFORMATION:.
1. Applicant's name: Town of Carolina Beach (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation []-.General Partnership Q Privately -Owned Public Utility
Q Federal ❑ State/County [D.M-unicipal- O-Other
3. Signature authority's name: M er .per l 5A NCAC oo"r .,0106
Title: Di r r
4. Applicant's mailing address: 112 l North Lake Park'. Boulevard
City: Carolina Beach State: NC Zip: 28428-
5. Applicant's contact information:
Phone number: [phone] Email. Address: .mark:meyer er@,caro-linabeach.org
It. PROJECT INFORMATION:
1 Project name: Federal Point GroceryStore
2. Application/Project status: Proposed (New Permit) Q Existing Permit/Project
If a modification, .provide the existing permit number: WQ00and issued date:
If new construction but part of a master plan, provide the existing permit number: WQoo
3. County. where project is located: New. Hanover
4.. Approximate Coordinates (Decimal. Degrees): Latitude:.34.043924' Long1itu+de:.-77;895451,'
5. Parcel ID (if applicable):
(or, Parcel I to closest. downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:: Jason Henderson License Number: 031306
Firm Bluewater Civil Design, LLC
Mailing address: 718• Lowndes Hill Road
City: Greenville. State: SC Zip: 29607-
Phone number: [phone] Email . Address: jasonAbluewatercivil.com
IV. WASTEWATER: TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Town of Carolina Beach W. WTP Permit Nunmber: NC.0023256.
Owner Name: Town of Carolina Beach
V. .RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):.
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch.
S Steni Wide Collection S astern Permit Nutnber s . if.applictt[�10: WQCS000:76
Owner Name(s): Town of Carolina Beach
FORM:. FTA 04-1.6 Page 1 of .5 -

VI. GENERAL.REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, hasa Certificate of Public Convenience and Necessity been attached?
[:]Yes 0No -EN/A
2. I:f the Applicant is.a Developer of lots to be sold, has -a, Develo er s 0per.atiion _anal AggjgineiRW._D :V '.been attached?
n Yes nNo EN/A
3. If the Applicant is a.1-loiiie/i'rpperty (.)xvnei:s' Assoc-iatioii, litis aii ( rAonal etne-h.t (FORM: -10been-attached?
E] Yes EINo ON/A.
4. Origin of wastewater:.(check all: that apply):
1]'Residential OwnedRetail (stores,. centers, malls) El Car' Wash
Residential Leased Retail with food.preparation/service Hoteland/or Motels.
❑ School./ preschool /day care ❑ Medical / dental] veterinary faci}ites E]`Sw.immin*g. Pool !Clubhouse
D Food and drink facilities Q Church El. Swimming'Pool/Fitter Backwash
Businesses !offices /factories ❑Nursing: Home. ❑Other (Explain in Attachment)
5. Mature of wastewater: % Domestic/Commercial 100 % Commercial
% .Industrial (See 15.A NC -AC 01T M.1.0-3(20.)).
Is there a. Pretreatment Program. in effect? El Yes O'No
6. Has .a flow reduction .been approved. under.15A _NC'AC* 01"1`.:01 14{ W.. EjYes [D.No
If yes, Provide.,a copy. „of low reduction approval; letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.A1 lAD
Daily-.Design.Flow.a}b
N'o. of Units
Flow
Grocery
130 gal/ 1000 sf
46.797
61084 GPD
retail
130 gal/ 1,0.00af
&400
11092 GPD
retail
130 gal/ 1.000 sf
18.000
21*340 GPD
gal/
GPD
gall
GPD
gal/
GPD
Totdl
9.,5.16 GPD
a See 1 >A NC'AC.'.02,r.o.1 i4A.wjd), (c)(1') acid (e)(2) for caveats to wastewater design- flow rates (Le.,- minimum flaw per.
dwelling proposed. unknown non -,residential development uses;Tublic, access facilities located near high public. use areas;
and. residential -property located'soutb or east of the -Atlantic Intracoastal Waterwayto be used as vacation. rentals as -defined.
in ,C:i�S: 42A-4).
b Per 15A NCAC 02T .0l l4(c)a design flow rates for establishments not identified [in table 1 ANCA�' 02'1'.{) l 14] sha11 be
determined:using:available flow data, water using:fixtures, occupancy or operation patterns, and other. measured -data.
8.. Wastewater. generated by project:. 9,516 GPD (per 15A .NCAC: 0'T .01 14)
Y 'Do not include future .flows or previously. permitted allocations.
If Permitted --flow is zero,: indicate why:
F Pump Station or. Gravity Sewer where flow will be permitted in: subsequent: permits that connect to this., line
M. Flow has already"been allocated in Permit Number:.
El, Rehabi litationor replacement of existing sewer with no new flow. expected
[I Other (Explain):
FORM: FTA 04-16 Page.2 of 5

Vii. GRAVITY SEWER DESIGN CRITE.R.IA (lf Applicable) - 02T .0305 & M nC Gravit Sewers):.
:.
1. Summarize gravity sewer to be permitted.:
Size (inches) Length (feet) Material
8 11770 PVC
Section.11 & III of the MDC. for Permitting of Gravity Sewers contains information related to design criteria
Section 11.1 contains information related to minimum slopes for gravity sewer(s)
Y Oversizing lines to meet minimum slope requirement- is. not allowed and a.violation of the MDC
VILI. PUMP STATION DESIGN CRITERIA.(If Applicable) 02T .03t15 &MDC (P111110 StkltiOns/Force.,Niains):.
COMPLETE- FOR -EACH PUMP'ST.ATION'.INCLUDED- LN THIS PROJECT.
L Pump station number or, name: Pump; Station 1
2.. Approximate Coordinates (Decimal D.egrees): Latitude:.34:0436.16° Longitude:-77,893511`
3. Design flow of the pump station: millions gallons .per day (firm. capacity)
4. Operational. points) .of the. pump(s): 1�5�. gallons per. minute at 21.4. feet.total dynamic head (TDH)
5. Summarize the -force main to be, permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
5.00
C-900
6. Power reliability in. accordance with 1 5A NCAC O'fi .a 305 1�
Standby power source or pump with automatic activation and telemetry 15A NCAC.'02T .0305(ii)(1)(B:)
Required' for all -pump stations with an.average daily flow -greater, than or. equal to.15,000 gallons per. day
y Must be permanent to facility
Or if the pump station. has an average daily flow less than 151000 gallons per, day:
[] Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC .02T
.0305(h)(1)(C).
or
R Portable pumping. unit. with .plugged emergency pump connection and telemetry. - 1.5A NGAC 02T .0305(h)(.1:)(C):
)o- 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.
Y 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 timefi•ames,. shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS -- (028 .0200 & 15A NCAC 02T .0305(f)):
l., D.oes.the project comply with all separations found in:15A NCAC C)2T 00305(&0 [ Yes [] No
1: _ I e A xir A n that chall ha nrnvirlorl fnr CPwPr rvrtP.mc'
Setback Parameter*
Separation Re g u:ired
Storm sewers and other., uti l ities not l isted below, vertical).
24 : inches
Water mains vertical -water over -sewer includingin benched trenches).
l8.inches
Water. mains (horizontal)
10, feet
.Reclaimed, water lines (vertical - reclaimed over sewer)
I8 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 ICI' im ounded reservoirs used as a source of drinking water
100feet
*Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQ'W, or SB from normal
hi h .water. (or tide elevation).. and wetlands (see item IX.2)
50 feet
"Any wother stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
To slo a of embankment- or -cuts of 2 feet -or more vertical hei ht
10 feet:
Draina re s stems and interceptor drains
.5'feet
Any swimming pools
10 feet
Final. earth grade. (vertical)
36 inches
r 15A NC'AC' 02E0305 gcontains alternatives where: separations: in 0?T.0 050cannot be achieved.
Y **Stream. classifications can be identified using the Division's Nt:" S'U1_t'1cC ;W,atct• Classi i icatiotis y eh a
y If noncompliance with 2ri':O3(:)5(1 car �� see Section.X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet,of separation) [] Yes [] No 0 N/A
Y See. the Division's. draft separation requirements for situations where. separation cannot be meet
y No variance. is required if the alternative design cri eria.specified is utilized'. in design. and construction
As built documents should reference the location of areas effected
3. Does -Ale project comply with setbacks found. in the river basin rules per i. 5A NC AC '02I3 .t?200) 0 Yes Q No N/A
Y This would include Trout 'Buffered Streams. per. 15A. NC:AC:' ? 13.0-202
4. Does the project require coverage/authorization -under a 404, Nationwide or El Yes 0 No
individual permits or 401 Water - Quality Certifications?
Y I,nformation can be obtained from .the 401 �& 13uf'f er .Pennittin Bi-anch
5. Does proect comply with SA CAt?t'.t1 CSm'tifcations)? Yes O.Nojmt
Per. L SA NC'A.... ...C' U?'1'.t) l OSc, directly related environmental permits or certification applications are being prepared; have
been applied for, or have been .obtained. lsstiance of this, permit is contingent on: issuance of dependent permits (erosion. and
sedimentation control plans, stormwater. management plans,, etc.).
6. Does this project inelude.any sewer collection lines that are deemed "high�pri.ority?"
Per 15A NCA.0 02,ff 0401 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, :or sewer
positioned parallel to stre.ambanks that is subject to erosion that undermines or deteriorates :the sewer.
O.Yes Z No [JN/A.
Y If.yes, include an attachment with details for each line; including type.(aerial line,.size, material, and location).
High priority lines shalt 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. permitee's individual System-''Vlride Collection: permit.
FORM: FTA 0446 Page-4 of 5

t
FEB 1 2019
X CERTIFICATIONS:
1" esi fl), Criteria for tile Pei -III'
Does Ille Submitled System Comp)y Nvith 15A NCAC 02T, the Minjint.111.1 "i t
I lons
. ... ......... __­ . ...... ................ . ....... . .....
alid Force Mains Iatest. vell!�.ipn), and the Gravity..Sewej. mininamai Design Critena,(latest version) as applicable?
�J,", Y e S El No
I t, No. co.mp)ete and submit the Varlance/Altermative 1)e: ign Request application (VADC 10- 14) and supporting documems for
1,01,lew, Approyal of the rUc pest is reguired prior to submittal of the FastTrltick Apgfic.ation and sti )por,ting,doctmiellts.
2. llrot*essional FIngineer's Certification:
)­T, t that this application. -for 1, attes
.... ......... . . .... ..... ... ..... ...........
(Prot' ssiontal J."nLyineerl s nartie Applicatioti Item 111. 1 j
II'Las boeii reviewed by im, (and is c-Ic curate. comp.lete and c6nsistent with the informanoll Supplied ill the J-,)halls, specifications.
em, Calculation's, and all otlwr Slipporting docunienuat 1 oil to the best of'my knowledge, I further attest duit to flic best
of' my kno%vIedge the proposed design her lac beell prepared in accordance with the applicable re�-nflk itions, Gravity Sover
Minimum Desit .ill Criteria tbr Gravity Sewers. (latest version), and the Mitiimum I)esil4n (.7riterita for tile Fast -Track Permitting
of Pump Stations- and .14orce Mains(latest �,ersion). Although (-.)tlier prof" ssionals may have developed certain portions ol'this
submittal package. inclusion ofthese materials mid i
er illy signature and seal Siggii1fies that I have reviewed thiss material and
have judged it to be coii-sistent with the proposed design.
NOTE- ...- Ill aeeordance with General Statutes, 143.-215.6A and 143-215.613, any person NOw Inowingly n1akes y f s all al;c
AA .,t,, temmt,. re-presefflal toil, or Certification ill any application package be guilty of a. Clas•s- 2 millsdemeatior, which may
includc a fire not to exceed S 10,000, as \vvll ta,4 civil pepial ties up S25,00.0 per violation.
NW-th Carolina Pi-ofessional Enghim-'s seal, signature, and datc:
X,
Al
AA
V
3Appliclant's (,'ertificaljo-n per 15A NCAC 02T .O 1 06(h):
1* ElBA-fu atteast that his application for
........... .......... ......... .... .. .. .
(S . i gnature Authority's name & title from.Applic-atioifltem 1.3.
been reviewed by me and is amirate and complete to :the best. of. my knowlCdge. I understiltid that if all required varts of
this application are not completed and drat if all required supporting documenuition ,.,Ind attachments are not ineluded this:
tappliciaiton packfave ♦I'S �,,ub*cct to being retm-ned as •incompliotc. I miderstmand thatany discharge Ofvastemyater frormthisnonw
c lis-eharge system to ,surfitacc waters or the land will result ill all 11111liediiate enflorcement aetion that may include civil pcnialtivs,,
injunctlive relief. and/or criminal prow-cution. I will tnake no claim. against the DiNi.
iston ofWater Resource�,.qhould a Condition
of thispermit be violated. I also understand that ifall required parts.of this application package aTe not completed and thatip
all required supporting Ud'Ormati.on and attachments are not included, this. application package wi.11 be returned to me as
E alice W-111 -No,r n t1cm d i Ceroc ral S% tut 14 -21,5,6A and IN-2j, Of�. any person who Rnm%villgly nitakes my faise
statement. representation, oi- certification in any application packii. e sluall be atfilty of a Class 2. mist .derticanor.. which nlay
in nelude a fine not to exceed S10,000 as well as 6vil penalties tip m5s,25,00.0 per violation.
Date:
.......... ... ......... ..... . ..... .............. ....... . ....... ....... ­,_,.__________ I P-­­­_ I—— ...._..................._....................,.
FO R M - FVA 04 - 16 1 a g e 5 of S

IL
State of North Carolina
o
Department of Environmental Quality
19
FE'
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extensi.on, Applications
(FTSF 04-16)
Emit Requesting Allocation: TolAm of Carolina 'Beach.
y
PMsect Name for which flow is beino requested: Federal Point Grocery, S ton.,
More, than one FTSE may be reqwl-etlfior a single prqject V'the oivner ofthe WIVTP i.v not responsiblefin- all primp
stations alotk the route. oJ'1he py-ol,)osed wasteivalerflow.
I .
Complete this section only if you are the owner of the -wastewater treatment plant.
.a. *WWTP Facility Nwiie: Town of Carolina Beach
b. WWTP.Faci-11ty-Per mtt NCO02.3256
AlIflows tire 1*11 MGD
c. W:WTP facility's Permitted flow 31,000
,d.. Estimated., obligated flow not .yet tributary to the 1 .225
'. ?3:8 (Feb- 2018-Jan.201 e. WWTP ---facility s actual avg. flow I
f. Total, flow for this specific request 0.115
g. Total .actual mid. obligated flows to the facility L399
h. Percent of permitted flow used .46.6
11. Cornplete this sectlon for each pump station you are responsible for dion.g. the route of this
proposed wastewater flow.
List mmp stations locate 'bet ween the project
connection point and the WWTP-
(A)
(B)
(C)
(D)=(B+C)
(E4)=(A-D)
D(zsigrn
Obligatj-.%fi,
.Purep Averagge Daily
Approx.
Not Yet
Total CUITei.it
Statioo Firm F]oN)v**
Currelit Ava.
Trib.utat-y
Flow Plus
(Name or Capadty,* (Firm.. pf)l
Daily FloNv,
Daily Flow
W,
Obligated
-Available
Number' MGD M-GD
MGD
MC M
Flow
Cap.a6ty"*
0.'288 -0.237
0.1-53
--------------- ------
0.115
- - --------- ---- --- __ ---------------
0.164
-------------- ------------------------ ---- - -- ----------
0.124
The, Firm Capacity of a*ny pump station is defluedas the maximum pumped flow that
c.a:n be achieved with the largest pump ta-ken out of service.
Design Average. "Daily FlOw is the firm capacity of the pump station divided by a peaking
factor (Pt) not less. than 2.5.
-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.
Down.Are'am Facility Name {Sewer): To of Carolina Beach
Downstrearn Permit Number: W.QCS00076
'Page I of 6
.ley "TSE 04-16

111. Certification Statement,.
I Ed Pru-vin certifv to the best of mv knowledge that the addition of
V tz�
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the . flow from this prqject is not anticipated. to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal ci rewn stances, gwen the implementation of
the.planned improvements.1dentified in the planning assessment where applicable. This analysis
has been. perform-ed 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 11 plus all
attached planning assessment addendums for which I any the responsible party. Signature of this
form indicates 4cceptance of this wastewater -flow.
Sig!nlng! Rf fficial Agc 'e
Page. 2 of 6
&FcBZ ill
Date
FTS'F1', 04-16

b.1 eWATER
0,
civil d e s i g n
Sanitary.Sewer Loading. (FultBuild. Out)
Site. Notes:.
1. Site to include:
• Groce
46,797 SF building @ 130 GPD/ 1,000 SF
• Retail.
8,400 SF building C 130 GPD/ 1,000 SF
• Future . Retai l
18,000 SF building C 130 GPD/ 1,000 SF
• Existing Retail
6,210 SF building C 100 GPD/1,000 SF
• Existing Dwellings
12 bedrooms @ 120 GPD/bedroom
2. Loadings
• Grocery = 6,:084 GPD
• Retail = 1,092 G P D
• Future . Retail _ 2, 340 GPD
• Existing Retail 621 GPD
• Existing Dwellings = 1.9440 G P D
• Total =11, 577' GPD
FULL SERVICE:
1 Average Daily Flow for Sewer= 11 577 GPD
2. BaseFlow (GPM)
• Assume24 Hour Day => 11,577 GPD * 0Day/24 Hrs) * (1.Hr/60 Min.) = 8.04 GPM
(Desi-qn. -Flow)
1. Design Flow (GPM)
a . Total Base F low = 8.04 GPM
b. Design Flow for the Lift'Station has a 4.00 Peak Factor =>
c. Design Peak Flow = 4.00 * 8.04 = 32.16 GPM
d. Use Design Peak Ftow 3. GPM
BLUEWATER CIVIL DESIGN, LLC ♦ 718 Lowndes Hill Rd ♦ Greenville, SC 29607
(864) 326-42'02 ♦ [e-mail] ♦ www.bluewatercivii.com

Map$ 34002'38.1 "N 77053'43.6"W
"A
2/19/2019