WQ0017925_Application (FTSE)_20191113

Permit Number W00017925
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
40,500
Facility
Facility Name
Independence Mall Expansion Private Pump Station & Sewer
Location Address
Owner
Central Files APS SWP _
10/14/2019
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Name Owner Type
Independence Mall Associates LP Non -Government
Owner Affiliation
Dirmin Vazelakis
11601 Wilshire Blvd
Dates/Events Los Angeles CA 90025
Scheduled
Ong Issue
App Received Draft Initiated Issuance
Public Notice Issue
Effective Expiration
5/31/2000
10/11/2019
Regulated Activities _ _
Requested /Received Events

v�MCIQM&CREED
HAND DELIVER
TO: NCDEMLR-DWQ
127 Cardinal Drive Extension
Wilmington, NC 28403
ATTENTION: Dean Hunkele
WE ARE SENDING: ® Originals ® Prints
❑ Specifications ® Calculations
LETTER OF TRANSMITTAL
DATEOctober 10, 2019
PROJECT NO: 7267-0001
TASK NO:
RE: Independence Mall
Redevelopment
Sewer Submittal
TRANSMITTAL NO: 1
PAGE I OF 1
❑ Shop Drawings ❑ Samples
❑ Other -
Quantity
Drawing No.
Rev.
Description
Status
1/1
Original and Copy: Application FTA 10-14
G
1/1
Original and Copy: Flow Tracking Form FTSE - 08-13
G
1
Permit Fee $480
G
1/1
Original and Copy: Sewer Narrative
G
1/1
Original and Copy: Associated Site Maps (Topo/Street View)
C
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3.Other
4. Amend & Resubmit 5. Rejected - See Remarks
REMARKS:
cc:
Signed
S:\7267\0001 \ 70-Comm\ 19-Transmittal Letters\2019-08-XX_NCDEQ Sewer Submitt.Ldoc
RECEIV[DACDENR/DWR
ftyl
OCT 11 2019
CREED, INC.
Mchard A. Moore, PE
Senior Project Mananger

FTA Narrative
August 16, 2019
Independence Mall Redevelopment
City of Wilmington, New Hanover County
Private Sanitary Sewer
RSE Independence, LLC is proposing to redevelop portions of two parcels located at
Independence Mall in the City of Wilmington. The project proposes to redevelop 16.8 acres of
the 59.3 acre site. The existing parcel is currently occupied by the Independence Mall and
associated customer parking. The redevelopment will include the demolition of the Sears
Department Store wing, construction of a new building, development of two outparcels on the
north side of the project along Oleander Drive and reconfiguration of the mall parking lot. The
nature of this FTA submittal is to permit a private system consisting of gravity sewer to service
the proposed redeveloped mall site.
RSE Independence, LLC will install, own and maintain the gravity sewer system. Cape Fear
Public Utility Authority (CFPUA) is solely involved to accept the sewer flow (87,023 gpd)
generated by this redevelopment into their WWTP.
A proposed private 8"PVC gravity sewer will be installed which will discharge into an existing
8" PVC gravity sanitary sewer already located within the Independence Mall parking area. This
new gravity service system is designed in accordance with the minimum NCDENR design
criteria. Appropriate horizontal and vertical clearances will be provided when proximal to the
proposed storm drainage system and the proposed water system. The gravity sewer will be
certified in accordance with state regulations and the permit conditions.
S:\7267\0001\40-Permit\NCDEMLR SS\2019-08-15_Independence Mall Sewer Narrative (Private).doc

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Limited Liability Company
Legal Name
RSE Independence, LLC
Information
Sosld: 1585768
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 4/4/2017
State of Incorporation:
DE
Registered Agent: Corporation Service Company
Addresses
Reg Office Reg Mailing
2626 Glenwood Avenue, Suite 550 2626 Glenwood Avenue, Suite 550
Raleigh, NC 27608 Raleigh, NC 27608
Mailing
350 N ORLEANS ST, SUITE 300, ATTN: LCCS
CHICAGO, IL 60654
Company Officials
Principal Office
350 N ORLEANS ST, SUITE 300, ATTN: LCCS
CHICAGO, IL 60654
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Senior Vice President Corporate Officer
JEFFREY R ALDRIDGE TROY BENSON
350 N ORLEANS ST, SUITE300 350 N ORLEANS ST, SUITE 300
CHICAGO IL 60654 CHICAGO IL 60654

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be emnmleted or the amrlicalion will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: RSE Independence. LLC (company, municipality, IIOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other
3. Signature authority's name: Kenneth Labarre per 15A NCAC 02T .0106(b)
Title: Regional Vice President/ Authorized Signatory
4. Applicant's mailing address: 1245 Worcester Street, Suite 1218
City: Natick State: MA Zip: 01760
5. Applicant's contact information:
Phone number. (LOD 647-4073 Email Address: knneth.labarre(Nbrookrtcldproperiicsretail.com
11. PROJECT INFORMATION:
1. Project name: Independence Mall Redevclomnent
2. Application/Project status: ® Proposed (New Permit) xisting Permit/Project W&Q(j 1999-s
If a modification, provide the existing permit number: W000_ and issued date: _
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: New Ilanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.12'52.0 Longitude: - 7.54' 14°
5. Parcel ID (if applicable): R05517-008-009-004 and R05517-008-009-000
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Richard A. Moore, PI i License Number: 025503
Firm: McKim & Crecd. Inc
Mailing address: 243 N Front St
City: Wilmington State: NC Zip: 28401
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: M'Kcan Maflil (Southside) W WTP Permit Number: NPDES NC 0023973
Owner Name: Caen; Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W(_ Downstream (Receiving) Sewer Size: _ inch
System Wide Collection System Permit Number(s) (if applicable : WQCS
Owner Name(s): Cape Fear Public Utility Authority
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached'?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Dcvcloper s ((Operational A_rccnunt (FORM: DFV) been attached?
[]Yes ❑No ®N/A
3. If the Applicant is a Home/Pro »gip Owners :Association, has an Operational A_rcement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ® Retail (stores, centers. malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic/Commercial 100 % Commercial
% Industrial (See I5A NCAC 02T .0103(20))
- Is there a Pretreatment Program in effect'? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC o2T .01 1411)? ❑ Yes ® No
> If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 92T.0114(t1)
Daily Design Flow a.n
No. of Units
Flow
See Attached Chart
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
36.499 GPD
a See 15A NCAC 02T .0114ibi. (d(. icn I i and (e1(2) 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 as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 36 499 GPD (per I SA NCAC 02T .0114)
> 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
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: ETA 04-16 Page 2 of 5

Client: Independence Mall
Project No. 7267-0001
Subject: Wastewater Flow Rates
Date: 10/22/2019
Proposed Demolition
Square
Sewer
Use
Footage Seats
Design Flow
Demand
F-Block
Retail
25,756
100 Gal/1000 SF
2,576
San Felipe
Restaurant
5,800 195
40 gal/seat
7,800
Nikki's
Restaurant
4,952 165
40 gal/seat
6,600
Sears Wing
Retail
277,471
100 Gal/1000 SF
27,747
Total Sewer Demand
Being Removed:
44,723
Proposed land Uses
Square
Sewer
Symbol
Use
Footage
Seats
Design Flow
Demand
M1
Mercantile
1,409
100 Gal/1000 SF
141
R1
Restaurant
8,898
297
40 gal/seat
11,880
R2
Restaurant
8,632
288
40 gal/seat
11,520
R3
Restaurant
5,390
180
40 gal/seat
7,200
R4
Restaurant
3,764
125
40 gal/seat
5,000
R5
Restaurant
5,016
167
40 gal/seat
6,680
R6
Restaurant
5,142
171
40 gal/seat
6,840
R7
Retail
50,636
100 Gal/1000 SF
5,064
R8
Retail
15,660
100 Gal/1000 SF
1,566
R9
Retail
10,047
100 Gal/1000 SF
1,005
R10
Retail
81406
100 Gal/1000 SF
841
R11A
Restaurant
21803
93
40 gal/seat
3,720
R11B
Restaurant
11521
51
40 gal/seat
2,040
R11C
Restaurant
3,526
118
40 gal/seat
4,720
R12A
Restaurant
3,762
125
40 gal/seat
5,000
R12B
Restaurant
1,287
43
40 gal/seat
1,720
R12C
Restaurant
2,804
93
40 gal/seat
3,720
G1
Grocery
25,659
100 Gal/1000 SF
2,566
Total Proposed Sewer Demand:
81,222
Total Net increase: 36,499
1

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
2,327
PVC
8"
160
DIP
➢ Section II & 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
VIIL PUMP STATION DESIGN CRITERIA (If Applicable) — 02 r .0305 & MDC (Punta Slalimts/Furec Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
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 feel 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 15A NCAC tY_T .0305 h 1 :
❑ Standby power source or pump with automatic activation and telemetry - I5A NCAC 02T .0305(h)(1)(H):
➢ 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:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 021'
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 021' .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 Ilse portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
NORM: bTA 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 15A NCAC 02T .0305(1) & (u) ® Yes ❑ No
)> 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
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-I waters of Class I or
Class II 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 feel
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 NCAC 02T.0305(c) contains alternatives where separations in 021'.0305(1) cannot be achieved.
➢ **Slream classifications can be identified using the Division's NC Surface Water Classifications wel)page
➢ If noncompliance with 02T.0305 1 orhJ,, see Section X of this application
2. Does the project comply with separation requirements for wetlands'? (50 feel of separation) M 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. Doss the project comply with setbacks found in the river basin rules per 15A NCAC 0213 .0200? M Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
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 ,@ Bartel Pel mitting. li ranch
5. Does project comply with 15A NCAC 02T.O105(c)(<:) (additional permits/certifications)? M Yes ❑ No
Per 15A NCAC 02'f.11l0%J_ 0),, 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 15A NCAC 021.0402, "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,
❑ Yes M No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority linesshall 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 -Wide Collection permit.
FORM: PTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Purim Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review. AParoval of the request is required prior to submittal of the Fast Track Amrlication and sunaortine docunren(s
2. Professional -Engineer's Certification:
Item I11.1.)
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 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a ass 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violalj� A
North Carolina Professional Engineer's seal, signature, and date:
SEAL
025503
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Kenneth Labarre not individual) but sole' as Rc ional VP / Authorized Signatory for RSE Independence, I.1-
(, rgnature Authority s name &tide from Application Ilan 1.3.)
that this application for fast track sewer system extension
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. 1 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 143-215.6A and 143-215.611, 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: ��zd
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
I)Nkloo of Water Vvour, k Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: RSE Independence, LLC
Project Name for which flow is being requested: Independence Mall Redevelopment
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterJlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: M'Kean Maffitt (Southside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023973
A11 flows are in MGD
c. WWTP facility's permitted flow 12.000
d. Estimated obligated flow not yet tributary to the WWTP 2.320
e. WWTP facility's actual avg. flow 8.044
f. Total flow for this specific request 0.087023
g. Total actual and obligated flows to the facility 10.451
h. Percent of permitted flow used 87.1 %
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
05 N/A 0.717 0.287 0.039 0.087 0.126 0.161
14 N/A 11.346 4.538 2.423 0.149 2.571 1.967
* 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 firm capacity of the pump station divided by a peaking factor
(pf) 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): Cape Fear Public Utility Authority
Downstream Permit Number: N/A
Page 1 of 6
FTSE 10-18

III. Certification Statement:
�Eif �HEQrQ�E
I MMfiTem—Trikett, CFPUA Eng. Mgr certify to the best of my knowledge that the addition of
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 project 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 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 addendums 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.
Title of Signing
J
Page 2 of 6
FTSE 10-18

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: RSE Independence, LLC
Project Name for which flow is being requested: Independence Mall Redevelopment
More than one FTSE maybe required fora single project if the owner of the 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: See Separate FTSE executed by CFPUA
b. WWTP Facility Permit #:
A11 flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C)
(E)=(A-D)
Design
Average Approx. Obligated,
Pump Pump Daily Current Not Yet Total Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pt), Flow, Daily Flow, Obligated
Available
Number) No. MGD MGD MGD MGD Flow
Capacity***
1 WQ0017925 0.2980 0.1152 0.0405 0 0.0405
0.1112
* 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 firm capacity of the pump station divided by a peaking factor
(pf) 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): CFPUA - Lincoln Forest
Downstream Permit Number: W00017905
Page I of 6
FTSE 10-18

111. Certification Statement:
lzN+nc�t' certify to the best of my knowledge that the addition of
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 project 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 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 addendums for which 1
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adegdaty.eappcity to tr4nsport and treat the proposed new wastewater.
Signature
P'41�/'441 0
Title of Signing Official
Page 2 of 6

eoo
-
_.�EXISTING CFPUA _
GRAVITY SEWER
•
a
I� EXISTING INDEP EXISTING INDEP
MALL FORCE MAIN MALL PUMP STATION
R N
TO
C{. EXISTING INDEP \ y
a. MALL GRAVITY w`
SEWER
v \\i
• I
� • A �
I EXISTING CFPUA ` CFPUA PUMP
FORCE MAIN STATION - UNDER 1➢IRSAF0.0.IEL,I
CONSTRUCTION
a
6

Hunkele, Dean
From: Richard (Rick) A. Moore <[e-mail]>
Sent: Tuesday, October 22, 2019 4:19 PM
To: Hunkele, Dean
Cc: Jeff Theberge
Subject: RE: [External] RE: Independence Mall re -development WQ0017925
Attachments: 2019_10_22 To D. Hunkele - Indep Mall Sewer.pdf
Dean -
Please find attached the signed FTSE from the mall owner and our revised page 2 of the ETA form showing the "net
increase" in wastewater flows and the flow summary sheet referenced in Item VI-7 on that page.
Let me know if you need anything else.
Thank you -
Rick
From: Hunkele, Dean <[e-mail]>
Sent: Tuesday, October 15, 2019 4:38 PM
To: Richard (Rick) A. Moore <[e-mail]>
Cc: Jeff Theberge <[e-mail]>
Subject: RE: [External] RE: Independence Mall re -development WQ0017925
Yelp makes sense to me; I was wondering why it didn't mention it but figured maybe that was all new flow.
Tell operator & owner to make sure station is properly posted as the Google street view shows it wasn't.
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg.nc.gov/contact/`regional-offices/wilmington
Emoil corres000du,-e ,adrss ro the dorm Pub, , +i xds t m a^a mul of t ;closed to rhird
pares

The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: https://deg.nc.gov/about/divisions/water-resources/water-resources-
per m its/ pe res/co 11 ecti on -system s-perm its
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: Richard (Rick) A. Moore [mailto:[e-mail]]
Sent: Tuesday, October 15, 2019 4:26 PM
To: Hunkele, Dean <[e-mail]>
Cc: Jeff Theberge <[e-mail]>
Subject: RE: [External] RE: Independence Mall re -development WQ0017925
Dean -
I am working with the contract operator for this pump station to get the information to ensure that the pump station is
adequate to accept this flow. If needed, we will schedule a drawdown to determine the current operating point.
And this isn't actually 87,023 GPD of new flow to this pump station because that volume didn't take into account the
decrease in flow from the buildings being demolished. I will update the application with the amount of new flow being
generated and provide a summary of new flow vs existing flow being taken off line.
Hope this makes sense.
Thanks,
Rick
From: Hunkele, Dean <[e-mail]>
Sent: Monday, October 14, 2019 1:03 PM
To: Richard (Rick) A. Moore <[e-mail]>
Cc: Jeff Theberge <[e-mail]>
Subject: RE: [External] RE: Independence Mall re -development WQ0017925
Not sure what you meant by the mall owner, technically they are operating the current system/PS without a valid permit
since they never transferred it form previous owner or two.
Correct, separate FTSE form with only their pump station listed. You may need to do some analyses of the PS as likely
they do not have the design from 2000 or so and they may not have any idea what it can do now and has been doing.

Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg.nc.gov/contact/regional-offices/wilmington
Emoil correspondence to and from this address is subject to the North Carolina Public Records Low and may be disclosed to third
parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit Info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: https://deg.nc.gov/about/divisions/water-resources/water-resources-
perm its/pe res/co Ilection-syste ms-permits
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: Richard (Rick) A. Moore [mailto:[e-mail]]
Sent: Monday, October 14, 2019 11:38 AM
To: Hunkele, Dean <[e-mail]>
Cc: Jeff Theberge <[e-mail]>
Subject: RE: [External] RE: Independence Mall re -development WQ0017925
Dean -
Thank you for the link to the permit. Perhaps this is a matter of semantics but RSE Independence LLC is the mall
owner. So they need to sign their own FTSE is what you are saying? Basically indicating that the receiving sewer mains
and 200-GPM station is sufficient in size? If so, do I leave section I blank since it has already been completed by
CFPUA? And I only include the 1 additional pump station in section II (the mall's private station)? Just trying to make
sure I have it correct before sending for signature - it can be tough to get signatures from their corporate folks at times -
my day to day contacts are in NY, corporate staff is all in Chicago...
Thanks,
Rick

From: Hunkele, Dean <[e-mail]>
Sent: Monday, October 14, 2019 11:26 AM
To: Richard (Rick) A. Moore <[e-mail]>
Cc: Jeff Theberge <[e-mail]>
Subject: RE: [External] RE: Independence Mall re -development WQ0017925
Importance: High
Okay so its tributary to that private PS, thus we will make it a modification of that permit and transfer it at the same
time. We will need an executed FTSE form from the mall owner for their pump station.
I uploaded the current permit onto the public Laserfiche portal here:
https://edocs. deg. nc.gov/W aterResources/Browse.aspx?sta rtid=533177
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350,2004 Fax
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, INC 28405
http://deg. nc.goy/contact/regiona I-offices/wilm i ngton
£mail correspondence to and from rhrs address is subject to the North Carolina Public Records Low and may be disclosed to third
parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emoils; it is
recommended that confirmation be printed and/orsaved.
Links to both trackers can be found on the sewer permitting site here: https://deg.nc.gov/about/divisions/water-resources/water-resources-
pe rmits/peres/co I lection -system s-perm its
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: Richard (Rick) A. Moore [mailto:[e-mail]]
Sent: Monday, October 14, 2019 10:51 AM
To: Hunkele, Dean <[e-mail]>
Cc: Jeff Theberge <[e-mail]>
Subject: [External] RE: Independence Mall re -development

Dean -
This isn't all-inclusive for the entire mall property but is an exhibit to show the proposed sewer and downstream existing
CFPUA and Independence Mall gravity sewers/pump stations/force mains.
Let me know your thoughts.
Thanks,
Rick
From: Hunkele, Dean <[e-mail]>
Sent: Monday, October 14, 2019 10:00 AM
To: Richard (Rick) A. Moore <[e-mail]>
Cc: Jeff Theberge <[e-mail]>
Subject: Independence Mall re -development
Importance: High
Rick,
Looking at our database, the mall as a private sewer and 200-gpm pump station permitted back on 5-31-2000 with
40,500 gpd allocated under WQ0017925. It is still in the name of Independence Mall Associates LP (dissolved 1-2018)
and probably hasn't been transferred a time or two. Looks like its associated with a CFPUA permit WQ0017905
downstream issued 2-7-2000. Need to decide if we should modify the existing private permit and transfer it at the same
time before I process the app.
Where is this sewer & pump station in relation to this new work? Do you or your client have a map of the system out
there?
Dean Hunkele
Environmental Specialist II
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796,7215 Reception Desk
910.796.7380 Direct
910.350.2004 Fax
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg,nc.gov/contact/regional-offices/wilmington
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The goal of the Fast Track sewer permit program is to issue a permit In no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official