WQ0040451_Application (FTSE)_20181220

Central Files- APS SVVP
11/20/2018
P­_,%-n*n"1.0 Number
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
In review New Project
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
A Individual
Primary Reviewer
Permit Contact Affiliation
dean.hunkele
Coastal SWRulle
Pet-mitted Flow
F a c Ifix ty
Facility Name
Mendenhall Dr to Bump Along Rd Sewer
Location Address
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
C)wner
Owner Name
Owner Type
Cape Fear Public Utility Authority Government - Municipal
Owner Affiliation
James R. Flechtner
PE
Dates/Even'Ks 235 Government Center Dr
Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue
Effective Expiration
11/20/2018
RegoacedActivities Requested /Receivreed Events
Additional information requested
-J-
.17
First

PARAMOUN
a N C3 I N PH a F Zq I
1 N G. t N C. NOV 2 0 2018
1 22 CINEMA DRIVE
W I L M I N G T 0 N N C 2 8 4 0 3
9 1 0 7 9 1- 6 7 0 7 ( 0) 9 1 0- 7 9 1- 6 7 6 0 F
L R T T R R 0 F T R A N S M T T T A L
To:
NCDEQ
Date
.1 11/19/18
127 N. Cardinal Drive
Wilmington, NC 28405
Re:
Bailey Shoppes on Market
[phone]
Fast Track Sewer
Attn:
Dean Hunkele
Project No.
17434.PE
Pe are sendin Z Originals
0 Prints
0 Shop Drawings
El Calculations
. � items. M Correspondence
rhe folio
❑ Plans
Specifications
E] Other as listed below
Quantity
Date
Dwg. No.
Description
2
Fast Track Sewer Permit FTA 04-16 (Public and Private)
2
Flow Tracking/Acceptance Sewer Extension Application FISE 04-16
1
Sanitary Sewer Narrative/USGS Map
1
Site Plan
--!K
$480 check (1 for private and 1 for public)
lIssue Status: I ® For Approval F1 As Requested ❑ Construction F1 Bid
❑ For Your Use For Review and Comment ❑ Approved as Noted 0 See Remarks
14tion . Take n No Exceptions Taken Q Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected -See Remarks n Approved as Submitted n Other
111em'arks,4
Fast Track Sewer Submittal Bailey Shoppes on Market
Cc: Signed.
TimQDAscales, PE, PLS
FJ=
"RE CE I VED/WCUN RUDWR
NOV 202018
W;a.i.er Quality Regional
operations Section
egion
Wilmjrirg�wn R , al Off i"-'

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T *0300 — FAST TRACK SEWER SYMM EXTENSION APPLICATION
Division of Water Resources FTA 0446 & SUPPORTING DOCUM[ENTATION
Application Number: �JG.U6`Wq S k (co be oo byDWR)
AD items must be coMloo gt the 1%ggHM&g -.1la- Lqb&Mgd
L APPLICANT INFORMATION:
1, Appliewfsnwne: Qgg &KhLblic Utility Agftdly (company, municipality, HOA, utility, etc.)
2. Applimt"e: 01ndividual 0 Corporation 0 General Partnership El Privately -Owned Public Utility
] Fedeml 0 State(County :Municipal ,other
3. dig Lure authority's name: TribdL P 16" 02T . 0 1MbJ E, PA; per 1 5A-NCAC
Title: En&iWgring-Manag&r
4. Applicant's mailing address: 235 ent Center Drive
City: State: Zip: �+
�.. ...-i:� k�,
5.
Applicant contact information:
(Z zz,6
IN
Phone number: (2UO 332-6560 Email Address: matt ew.tnbett&hMogrg NOV
11. PROJECT INFORMATION:
�t �,
��CB." 1$a
1.
Project name: BOIL-0 31hAMat MUM T
2.
Application/Project status: ® Proposed (New Pertnit)
E] Existing Permit/Project
If a modification, provide the existing permit number: WQOO....
and issued date:
If now constmetion but part of a master plan, provide the existing permit number. WQOO....
3.
County where project is located: Ne.X-HAmm Cow
4.
Approximate Coordinates (Decimal Degrees): Latitude: 3427500
Longitude: -.7..7...81. 0
5.
Parcel ID (if applicable): RWW-0W&42-ffl4&5
(or Parcel ID to closest downstrem sewer)
M* CONSULTANT INFORMATION:
1.
Professional Engineer: Thnothy C11wocalta
License Number:
Finn: Para ounte En iemn .g" Inob
VF*L
Mailing address: 122 Cinema Drive
City: Wilmington State: SC Zip:
Phone number. (2W 791 -M I Address:
comp
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. FaCilL ity Nam: Janm Loughlin -(NQrdwi&JWPlant Permit Number: NC-0023965
.asteMLaterT tinent,
Owner Name: GmEw bblic -001im
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF)s*
1. Permit Number(s): WQQQ�R�\ Downstrearn (Receiving) Sewer Size: inch
S - Yfi&tm id - id
d CollgaLm Svs=omh L -I Sab-lej: WQCS
Owner Nails e(s): Cape Fear Pgb..lic JNft Authixily
FORM: FrA 04-16 Page 1 of 5

We GEf4ERAL REQUIRENWiNTS
1. If die Applicant is a Privately -Owned Public Utility, has a Cerdficate of Public Convenience and Necessity been attached?
[:] Y'es []No ON/A
2. If the Applicant is a Developer of lots to be sold, has a Deel Wer" -0 Veratic nal.A&re, _nt.1(F0RM*y DEV) been -- attached?
[:]Yes []No QUA.
3. If the Applicant is a H Owners' AssociatiorL has an Operational AgLeement (FORM: HQA) been attached?
0 Yes []No Ot/A
4. Origin of wastewater: (check all that apply):
El Residential Owned ] Retail (stores, centers., malls) Car Wash
❑ Residential Leased 0 Retail with food preparationtservice ❑ Hotel and/or Motels
❑ School / preschool / day cm ❑ Medical / dental / veterinary facilities 0 SwWming Pool /Clubhouse
0 0
Food and drink facilities 0 Church 0 Swmunmg Pool/Filter Backwash
El Businesses I offices / factories 0 Nun* Home [I Other (Explain in Attachment)
S. Nature of wasftwater: MO/o Domestic/Commrcial % Commercial
% Industrial, (See 15A NCAC 02T.01031201)
Is there aPretreatment Program in effecV. []Yes []No
6. Hasa flow reduction been approved under 15A CAC 02T.01M? QYes O No
> Ifles rovide acgngf flow reduedon ap .j P Rroval.1
7. Summarize wastewater generated by project:
Establishment Type (sa 02T.01
Daily Design Flow
No. of Units
Flog
Retail
100 PIV1000 Sf
71800
780 GPD
Office
2-5 pl/mployee
so
11250 GPD.
Resturant
40 gal/seat
160
61400 GPD
Pi/
GPD
gal/
GPD
PIV
GPD
Total
§�pD
VUoNoYSI
IJA NCAC 02T.0 )d landig)(2) for caveats
a -see, t to wastewater design flow rates (Le., minimum flow per
dwelling; proposed unknown non-residential development uses; public amess facilities located near high public use areas;
3V
and residential pn3gerty located south or cast of the Atlantic Inftwoastal Waterway to be used as vacation rentals as defined
in G.S.2- 42&-J4.
b Per ISA NCAC 02T.01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.Q1J14 shall be
determined using available flow data, water using fixtures, occupancy or operation !morm, and other measured data
8. Wwwwater generated by project: GPD (per 15A NCAC 02T .0 1 L4)
> Do not include future flows or previously pennitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer whom flow will be immined in subsequent pemits that counw to this line
❑ Flow has almady been allocated in Permit Number...____..
❑ Rehabilitation or replacement of existing sewer with no now flow expected
El Other (Explain):
FORM: FTA 04-16 Page 2 of 5

V11* GRAVITY SEWER DESIGN CRITERIA (If Applicable) - L21,. &(Gravity,s& ):
1. Summarize g sty sewer to be permitted:
Size Onckes) Length (feet) Material
$ 450 C- 900 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)
> oversi dug lines to meet minimum slope requirement h not allowed and a violation of the MDC
V111v PUMP STATION DESIGN CRITERIA (If Applicable) -- 02T a1i305 &HP&(bmp...Sj&VsLLorce Mains):
P P llrip` S'i' Tt N INCLi1DED IN THIa P&WECI
i _ Pump station number or mare:
.2. Approximate Coordinates (Decimal Degrees): Latitude; . 4 ? 0'* Longitude: -77.81 d4°
3. Design flow of the puunp station:. millions gallons per day (f um capacity)
4. Operational point(s) of the purr s): _.,_,,,,„ gallons per minute at feet tom dynamic head (TD1)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Lend► Ow) Materfld
6. Power reliability in accordance with 15A NCAC 'T0 it ..1 ,a
0 Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B).
> RAquired for all pump stations wrath an average daily flow greater than or equuokl to 15,000 pitons per day
> Must be porf ment to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
j Portable power source with manual activation, quick -connection receptacle and telemetry -15A NCAC 02T
.0305(h)(1)(C)
or
[] Portable pumping unit with plugged emergency pump connection and telemetry -15A NCAC 02T.0305(hX1)(Qr
> It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft a ement)
and is compatible with the station.
> If the portable power source or pump is deducted to multiple pump stations, an evaluation of all the pump station' storage
capacities and the rotation schedule of the portable Dower source or pump, including travel tirneframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX SETBACKS & SEPARATIONS -- (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in L5,,.A,_A. . ��Ow _W 10 Yes a No
> 1 5A NCAC 02T.0305 contains minimum se aratuons that shall be provided for sewers ins:
Setback Parameter*
_-Separation aNuired
Storm sewers and other utilities not listed below vertu
24 inches
Water- rains vertical -water over sewer in+clud' in benched trenches),18
inches
Water mains ntal
10 feet
Reclaimed water fines- verti+cal - 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 II jMR2undcd reservoir' s used as a source of drinkinit water
100 feet
"Waters classifiied'' S (except WS-I or WS-Vi B, SA, ORW, HQW, or S8 from normal
hi water �tdideelevation) and wetland see item IX.
50 feet
"Any other stream, lake, impoundment, or ground water lowenng and surface drainage
ditches
10 feet
An buil ' foundation
5 feet
Apy basement
10 feet
Too sl of embanla rent or Guts of 2 feet or more vertical hei t
10 f mt
Dmina e s stehans and in for drains
5 feet
Any swimming dls
10 feet
Final earth - a (y�cal
36 inches
> I SA NCAC 02T.030 SU)wntains alternatives where separations in 02T.03 5 cannot be achieved,
> "Stream classifications casa be identified using the Division's NC Surface Water Classifications web q
A If noncompliance with 02T.030afLoK14 see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) 0 Yes [:]No F] 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 1 NC 02 2- Q �] 'des � No � N/A
> This would include 'Trout :buffered Streams per 15A NCAC2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or Yes Z No
individual permits or 401 water Quality Certifications?
> Inforrnattion can be obtained from the 4, I.ARuffer, pe i i franc
S■ Does project comply with 15 � Q2 T M (additional permitsl+certifications}? ZYes ONo
Per 1 SA NCAC T.01 c 6' directly related environmental permits or certification applications are being prepared, have
been applied far, or have been obtained,. Issuance of this permit is conthrgent on issuance of dependent pe=its (erosion and
sedxrrmtation control plans, stormwater management plans, etc.).
b. Does this project include any sewer collection Nunes that are deemed "high -priority?"
Per L 5 . NC-Ah "`high -priority sewer' means "any aerial sewer, severer contacting surface waters, siphon, or sewer
positioned parallel to stceambanks that is subject to erosion that undermines or deteriorates the sewer.
[3 Yes 0 No 0 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 15A NCAC 02T.0403(aXS) or the prermitee's Individual System -Fide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X.CERTIFICATIONS:
1. Does the submitted system comply with 15.ANCA,C-,the Minig= Desi .riteria br the Pc ittinS=Wns
,Force Mans,.(laJW version), and the Gravity.Sewer Minimumla version as applicable?
0 Yes [:1 No
If No, complete and submit the Variance/Alternative Design Request application ('ADC 10-14) and supporting documents for
review, &=Mval of the Igggest is Leguired grigr to aubmittal of the Fag Traces a lcatin and, su,Riphing documents.
2. Proftsional Engineer's Certification:
JW(
(Professional engineer's name from .Application Items M,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 -Wrack 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,
MOTE — In accordance with General Statutes 143-215,6A and 143-215.6I3, any person who knowingly nukes any false
statement, representation, or certification in any application package sball 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.
North Garollna Professional Engineer's seal, signature, and date:
3. Applicanes Certification per 15A NCAC 02T .010f(b):
(S-igniature Authority's name & title frx*n Appttion Items .j
t..A�.'1•....N•.•./.1.•N...�ur�.l.yt{i/ik1Li.�i;Yi.ild4.�� 4 /;• NN•.�N••MW.�
�e C/! 7
*
too
SEAL �
ft m
J 4'7 1 �
+�
Y : 'u e
r
R
; ,
O�tirt
• I�f �P/p1 � 4HNi1 jtiai�`'
{Y.. • :.wMY '.1 .: .. MY. .•/. •NY.Y•t-ifIII MNY .... ...40-4, • JWMNNMMI� �i
attest that this application for
has been reviewed by me and is accurate and complete to the hest of my knowledge. I understand that if all rewired parts of
this application are not completed and that if all required supporting documentation and attschments w-e 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 efirninal prosecution. I will make no claim against the Division of water Resources should a condition
of this pernuk be violated. I also understand that if all required parts of this application package are not ciompleted and that if
all rewired supporting infonmation and attachments are not included, this application package will be returned to me as
incomplete.
NOTE -- In accordance with General Statutes 1, - SA and 142-215.611, any person who knowingly snakes 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 S 10,000 as well as civil penalties up to $25,000 per violation.
•
Signature. Date:
/6 /0
FORM: FTA 04-16 Page 5 of 5

PROJECT NARRATIVE
Bailey & Fuller Properties, LLC is proposing to construct a multi -tenant commercial development at
7957 Market Street. The Development will consist of 10,000 sf of retail (7,800 sf and 2,200 of
restaurant) along with 4,800 sf of offices. The total flow of the proposed development will be 8,430
GPD per the corresponding wasterwater demand. Based on the depth of the gravity sewer along
Mendenhall Drive, 450 LF of 8-inch sewer will be constructed to serve the development (owned and
maintained by the CFPUA), but a private pump station and forcemain will be required to serve such
into the constructed manhole along Bump Along Road. In addition, for the private PS, we are
permitting 184 LF of 2-inch forcemain with the pump operating condition being 36 gpm @ 20
TDH.

1k.-jlo-. ! nAle MapS 3401725.4"N 77048'03.3"W
:j
11/20/2018