WQ0040489_Application (FTSE)_20190321

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Permit Tracking Slip
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Program Category
status Project hype =
Non -discharge
In review Major modification . . . . . . . . . . . . . . . . .
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
B Individual
Primary Reviewer
Permit Contact Affiliation -
dean.hunkele
Coastal SWRule
Permitted Flow
61,285
I . , t
Facility Marne
- i
Major/Minor Region
Kerr Station Lofts Private Sewer
Minor Wilmington
Locafibn Address
County
i
New Hanover
i
Facility Contact Affiliation j
Owner
Owner Name - Owner Type
Dri Ca Wilmington LLC Non -Government
Owner Affiliation
Olivia Prais
130 E Randolph St
Matey/Events Chicago IL 60601
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
1 /3/2019 2/21 /2019

WIthersRavenet
Our Peopi.e. Your Success.
2-.9 -Stiat on Road, Site 101
28405
t: 9 0.2" 5 6 .9, r'' 1 F: 910),-256.2 8,4
TO: NCDEQ - DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
f';.y.l- )a` w w.: Via. ro, t:. �� 4; � � ��a' I ?v .,�� ♦ .�: {!.z. =•;nr �!„R•i �.
2-21-19 9 03160629.10
lfto= Dean Hunkele
EM Kerr Station Lofts
Amended Wastewater System Permit Review
Submittal
the following
® Attached ❑ Under separate cover via items:
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order R Diskette ❑
2
Revised Public Fast Track Sewer Application (1 original & 1 copy)
2
Revised Private Fast Track Sewer Application (1 original & 1 copy)
2
Existing Sewer Permits
2
$480 Review Fee (1 for the private permit & 1 for the public permit)
2
Updated Design Narrative
2
Flow Tracking Application
2
Updated USGS Map & Street Level Map
THESE ARE TRANSMITTED as checked below:
E For approval ❑Approved as submitted D Resubmit copies for approval
❑ For your use ❑Approved as noted F-1 Submit copies for distribution
R As requested ❑Returned for corrections ❑Return corrected prints
M For review and comment FI]
F-1 FOR BIDS DUE 20 FI PRINTS RETURNED AFTER LOAN TO US
REMARKS: Please let me know if you have any questions or need anything else. Thanks.
COPY TO: SIGNED: J e Boyd, PE
If enclosures are not as noted, kindly notify us at once.

State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
15A NCAC 02T .0300 —FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 &SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: DRI/CA Wilmington, LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual E Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal El State/County ❑ Municipal ❑ Other
3. Signature authority's name: Olivia Prais per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 130 East Randolph Street, Suite 2100
City: Chicago State: IL Zip: 60601-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Kerr Station Lofts
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0040489 and issued date: 1/3/19
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.2387' Longitude:-77.8879'
5. Parcel ID (if applicable): 313707.69.1814; 313707.69.3864; 313819.60.6237; 313819.60.5113
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Joe Boyd License Number: 039113
Firm: Withers Ravenel
Mailing address: 219 Station Road, Suite 101
City: Wilmin State: NC Zip: 28405-
Phone number: [phone] Email Address: iboydawithersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin Northside Plant) Permit Number:
Owner Name: CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream'(Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16
Page I 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 ZN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
El Yes E]No ZN/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOAR been attached?
Yes ❑No ❑N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑Retail (stores, centers, malls) ❑Car Wash
Residential Leased Z Retail with food preparation service ❑Hotel and/or Motels
❑ School /preschool /day care ❑Medical /dental /veterinary facilities Z Swimming Pool /Clubhouse
Food and drink facilities ❑Church ❑Swimming Pool/Filter Backwash
❑ Businesses /offices /factories El Nursing Home ❑Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
Industrial (See 15A NCAC 02T .0103(20))
>-Is there a Pretreatment Program in effect? ❑Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow ',b
No. of Units
Flow
1 Bedroom Units
240 gal/day
17
49080 GPD
2 Bedroom Units
240 gal/day
28
69720 GPD
4 Bedroom Units
480 gal/day
106
5000 GPD
2500 sf Resturant
40 gal/seat
100
400 GPD
8,000 sf Club House
130 gal/1000 sf
8
1,040 GPD
2,500 sf Retail Space
130 gal/1000 sf
2.5
325 GPD
Total
675045 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and ,e (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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 74,005 GPD (per 15A 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: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers)..
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
779
PVC
8
433
DIP
IV
➢ 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(l1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ 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(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: 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 15A NCAC 02T .0305(f) &_l
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
0 Yes ❑ No
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 feet
Any building foundation
5 feet
basement
10 feet
-Any
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
systems and interceptor drains
5 feet
-Drainage
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(al contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream Stream classifications can be identified using the Division's NC Surface Water Classifications webpag_e
➢ If noncompliance with 02T.0305(f) or (g). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:]No
➢ 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 all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes [-]No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? E Yes [:]No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
Yes [:]No
Per 15A NCAC 02T.0105(c)(6), 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 02T.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.
E]Yes ® No
➢ 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 permitee's individual System -Wide Collection permit.
FORM: FTA 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 Pump Stations
and Force Mains (latest versionl, and the Gravity Sewer Minimum Design Criteria (latest versionl as applicable?
Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I attest that this application for
(Professional Engineer's name from Application Item III.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 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 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 Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I,
2
(Signs e Authorit 's name & title from Application Item I.3.)
............................................................
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attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 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 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:'01 6/ Date:
FORM: FTA 04-16 Page 5 of 5

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: DRI/CA Wilmington, LLC
Project Name for which flow is being requested: Kerr Station Lofts
More than one FTSE may be required for a 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: James A. Loughlin (Northside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
All flows are in MGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 2.927
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.067045
g. Total actual and obligated flows to the facility 13.655
h. 'Percent of permitted flow used 85.3%
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 Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow* * Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / p f), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
10 N/A 14.832 5.933 3.472 0.451 3.922 2.010
* 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: Not Available
Page l of 6
FTSE 10-18

III. Certification Statement:
I Matthew Tribett, 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.
Signing Official Signature
Title of Signing Official
-Z.-/ I "I-'( / /
Date
Page 2of6
FTSE 10-1 8

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Our People. Your Success.
Updated Sanitary Seweer System Narrative
Kerr Station Lofts
Wifirnington, NC
Updated Site Location and Description
Kerr Station Lofts is a mixed -use development proposed at 4599 Franklin Avenue within the City of
Wilmington NC and was previously approved for sewer permitting on January 3, 2019. The
previously approved project was 8.39 acres, but with the acquisition of 0.90 additional acres of
property in the southeast corner of the property, the project now totals 9.29 acres. This project was
previously approved with 139 apartment units, 5,000 sf of commercial space and an 8,000-sf
clubhouse. The project now proposes 12 additional apartment units for a total 151 apartment units.
All 12 of the additional units are proposed to be 4-bedroom units. The commercial space and
clubhouse remain as previously approved.
The project is owned by DRI/CA Wilmington, LLC and proposes 67,045 GPD of sewer flow. This is
an increase from the previously approved 61,285 GPD for the project.
This project previously proposed making two sewer connections, where now it only proposes one
connection via an existing gravity sewer manhole. The connection is proposed along Franklin Street,
to the same manhole previously proposed to be connected to. The manhole connection along
Jacksonville Street is no longer proposed.
Sewer flow offsite will drain to an existing pump station (Pump Station #10) owned by the Cape Fear
Public Utility Authority (CFPUA) and ultimately ends at the James A. Loughlin (Northside)
Wastewater Treatment Plant, also owned and operated by CFPUA.
Revised Sewer Des i cn
Here is a breakdown of the previously approved sewer lengths compared to those now proposed:
Previously Approved
Currently Proposed
8" PVC = 635 LF
8" PVC = 797 LF
8" DIP = 380 LF
8" DIP = 433 LF
9 Manholes
9 Manholes
19 Service Connection
32 Service Connections
The existing manhole that this project connects to is fairly shallow and therefore cover over the pipe
is at a minimum. Where possible PVC piping is used but once under three feet of cover, DIP is used
for the project. To our knowledge, this project complies with the 15A NCAC 02T rules.
As mentioned, once the wastewater flow leaves the project via gravity flow, it will ultimately end up
at the James A. Loughlin (Northside) Wastewater Treatment Plant. This project now proposes 67,045
gpd of sewer flow be added to the Treatment Plant, which will put the plant's capacity up to 85.3 %
of its permitted flow.

GRAPHIC SCALE
0 150 300
1 inch = 300 ft.
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NOTE:
R
PREVIOUSLY APPROVED DISCHARGE O
POINT #2 HAS BEEN REMOVED FROM
THE DESIGN. THE ENTIRE PROJECT.
WILL NOW DISCHARGE THROUGH
PISCHAGE POINT #1 ONLY.
KERR STATION LOFTS
WILMINGTON NEW HANOVER COUNTY NORTH CAROLINA
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