WQ0042630_Application (FTSE)_20210716

Permit Number W00042630
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension. Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean. hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Cottages at RiverLights Apartments
Location Address
Owner
Owner Name
Capstone Collegiate Communities LLC
Central Files: APS _ SWP
7/7/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Ben Walker
431 Office Park Dr
Dates/Events __Birmingham 1 / AL 35223
''T�`'
Scheduled �t_F3� r74 —;Lk
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration

vrMCcr�ED
Hand Delivered
TO: NCDEQ - DWR ..,.. ,-- ,--
127 Cardinal Drive Ext
JUG
Wilmington, NC 28405
ATTENTION: Dean Hunkele
WE ARE SENDING: ® Originals ® Prints
❑ Specifications ❑ Calculations
LETTER OF TRANSMITTAL
DATE: June 23, 2021
-P 7EGr NO: 08023-0001
TASK NO: 2
E' The Cottages at Riverlights
Residential Community
-'TRANSMITTAL NO:
PAGE 1 OF 1
❑ Shop Drawings ❑ Samples
® Other - CD and Fee Check
Quantity
Drawing No.
Rev.
Description
Status
1
Fee check for $480
2
FTA 04-16 Fast Track Application
G
2
FTSE Flow Tracking for Sewer Extension Application
G
2
Narrative Description of Project.
F
2
Utility Technical Specifications
F
2
USGS Map Exhibit
C
2
Street View Areal Exhibit
C
2
Utility Plan Set
F
1
CD containing digital copies enclosures
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:
Please contact us if something further is needed.
[e-mail] - 910-523-0419
243 NORTH FRONT STREET, WILMINGTON, NC 28401 [phone] FAX [phone]
cc File
McKIM & CREED, Inc.
/L
Signed
Derek P. Shrewsberry
Design Group Leader

, Carolina Secretary of State Search Results
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Limited Liability Company
Legal. Name
Capstone Collegiate Communities, LLC
Information
SOsld: 1243259
Status: Current -Active O
Date Formed: 2/10/2012
Citizenship: Foreign
State of Incorporation: AL
Annual Report Due Date: April 15th
CurrentAnnual. Report Status:
Registered Agent: Corporation Service Company
Addresses
Reg Office Reg Mailing Mailing
2626 Glenwood Ave, Suite 550 2626 Glenwood Ave, Suite 550 431 Office Park Drive
Raleigh, NC 27608
Principal Office
431 Office Park Drive
Birmingham, AL 35223
Company Officials
Raleigh, NC 27608
Birmingham, AL 35223
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member
Robert L Howland
431 Office Park Dr
Member
John E Vawter
431 Office Park Dr
Birmingham AL 35223 Birmingham AL 35223
Member
Ben Walker
431 Office Park Dr
Birmingham AL 35223
of 2 6/29/2021, 3:41 PM

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: W(SCY. qL63O (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Capstone Collegiate Communities. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Ben Walker per I SA NCAC 02T .0106(b)
Title: Principal
4. Applicant's mailing address: 431 Office Park Drive
City: Birmingham State: AL Zip: 35223-
5. Applicant's contact information:
Phone number: (205 414-6475 Email Address: ibeat![e-mail]
II. PROJECT INFORMATION:
1. Project name: The Cottages at RiverLights
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
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 Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.13667' Longitude:-77.91886'
5. Parcel ID (if applicable): R07000-006-009-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Richard M. Collier, PE License Number: 22574
Firm: McKim & Creed. Inc.
Mailing address: 243 N. Front Street
City: Wilmington
Phone number: 910) 343-1048
State: NC Zip: 28401
Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Wilmington Southside W WTP Permit Number: NPDES NC 0023973
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W0004238S Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Cane Fear Public Utility Authority
FORM: ETA 04-16 Page I of 5

V1. 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 Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (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 : 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 .0I 14(fl? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(fl)
Daily Design Flow 2,b
No. of Units
Flow
1- Bedroom
240 gal/day
190
45,600 GPD
2-Bedroom
240 gal/day
72
17,280 GPD
3-Bedroom
360 gal/day
17
6,120 GPD
Pool/Clubhouse
10 gal/person/day
235
2,350 GPD
Maintanance Building
120 gal/day
1
120 GPD
gal/
GPD
Total
71,470 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 .0I 14(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: 71.470 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
6,615
C-900 PVC
6
105
C-900 PVC
4
87
C-900 PVC
➢ 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: 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 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)(1):
❑ 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 I SA NCAC 02T .0305(f) & (e) ❑ Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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
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(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaee
➢ If noncompliance with 02T.0305(f) or (e), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ 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. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ 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 ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer PermittingBranch
ranch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ❑ Yes ❑ No
Per 15A NCAC 02T.0I05(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.04021 "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 ® No ❑ 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(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 version), and the Gravity Sewer Minimum Design Criteria (latest version) 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 reauired prior to submittal of the Fast Track Apnlication and supportine documents
2. Professional Engineer's Certification:
Richard M. Collier 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, Ben Walker, Principal attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
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 $10,0/00oas well as civil penalties up to $25,000 per violation. '
Signature: ,n's; "�-� Date: �!(�
FORM: ETA 04-16 Page 5 of 5

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: Capstone Collegiate Communities, LLC
Project Name for which flow is being requested: Cottages at RiverLights
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for ali 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: M'Kean Maftitt (Southside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023973
AlIflows are in MGD
c. WWTP facility's permitted flow 12.000
d. Estimated obligated flow not yet tributary to the WWTP 2.755
e. WWTP facility's actual avg. flow 8.044
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
It. Percent of permitted flow used
0.071470
10.871
90.6
1I. 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:
Pump
Pump
Station
Station
(Name or
Permit
Number)
No.
(A)
Design
Average
Daily
Firm Flow**
Capacity, * (Firm / pf),
MGD MGD
122 WQ0038060 1.462 0.419
RL2 W00042385 1.584 0.473
(B)
Approx.
Current
Avg. Daily
Flow,
MGD
0.000
IIM1111A
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
0.290 0.290 0.129
0.071 0.071 0.401
* 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:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Jeff Thebe, 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.
Si mi qk Official icial Signature
Signing Official
- _ _--L/Zte u2-t
l ba
Page 2 of 6
FTSE 10-18

THE COTTAGES AT RIVERLIGHTS
CITY OF WILMINGTON, NC
PRIVATE GRAVITY SANITARY SEWER SYSTEM
AND FAST TRACK APPLICATION NARRATIVE
Prepared for:
CAPSTONE COLLEGIATE COMMUNITIES, LLC
431 Office Park Drive
Birmingham, AL 35223
Prepared by:
vMCKIM&CREED
243 North Front Street
Wilmington, NC 28401
[phone]
Project #008023-0001 (40)
June 2021
RO 1L �O�ti��.
6/2 4%`�'OM10

FTA Narrative — Public Sanitary Sewer Extension
THE COTTAGES AT RIVERLIGHTS
Located in WILMINGTON, NC
May 2021
Capstone Collegiate Communities, LLC is proposing to develop a 279-unit residential leasing
facility at 4410 River Road Wilmington, NC 28412 within the RiverLights Community. The 279-
units will consist of an assortment of 1-, 2-, and 3-bedroom units assembled in a single and
duplex structure format. In addition to the 279-units, this project will also provide a clubhouse
and swimming pool amenity center. The Cottages at RiverLights project boundary consists of
approximately 21.7 acres. The site is bounded to the South by Quigley Road, which is a new
road currently under construction in the MX-3 mixed use phase of the RiverLights community,
to the North by existing Duke Energy power line and Sunpointe Subdivision, the East by an
extension of Arnold Road to River Road currently under construction also part of the MX-3
mixed use phase of RiverLights, and to the west by future residential apartment community,
Argento at RiverLights.
Capstone Collegiate Communities, LLC will install, own, and maintain the private gravity
system in conformance with the plans, permit, and specifications. Cape Fear Public Utility
Authority owns the public sanitary sewer outfall system located along the connection points
and accepts the sewer flow (71,470 GPD) from The Cottages at RiverLights. This project will
connect a private sewer extension to the existing RiverLights MX-3 dry sewer extension which
has been permitted with a zero flow. The MX-3 extension has been permitted and constructed to
accommodate this project and others. The Cottages at RiverLights will generate a calculated
71,470 GPD, which will be conveyed by the existing public sanitary sewer network to the
Wilmington Southside WWTP operated by Cape Fear Public Utility Authority, permit k
WQ0038060. Applications and plant information forms from Cape Fear Public Utility Authority
are attached.
The proposed private extension of gravity sewer main will be constructed of 6" and 8" C-900
PVC and will provide private sewer services for 279 units, pool/clubhouse amenity, and
maintenance building. Connections to the existing public sanitary sewer system will be made in
two locations. One location will be at the intersection of Quigley Boulevard and Ledbury Road
and the other at will be along Arnold Road at the Nelson Alley entrance.
This new private gravity system is designed in accordance with the NCDEQ minimum design
criteria 15A NCAC 02T .0305. 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
and will be owned by Capstone Collegiate Communities, LLC.
2021-06-1 Cottages —Sanitary Sewer Narrative_08023-0001.duc e' 1 2

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