WQ0042502_Application (FTSE)_20210525

Permit Number WQ0042502
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean. hunkele
Coastal SWRuIe
Permitted Flow
Facilitv
Facility Name
Wilmington Three Apartments Private Sewer
Location Address
Owner
Owner Name
Ck Wilmington Three Phase A LLC
Dates/Events
Central Files: APS _ SWP
5/6/2021
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
Kelly Dunbar
301 S College St
Charlotte NC 28202
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
5/5/2021
al
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State of North Carolina
R 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: J606q 9-A d (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: CK Wilmington Three Phase A (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: Kelly Dunbar per 15A NCAC 02T .0106(b)
Title:
4. Applicant's mailing address: 301 South College Street, Suite 2800
City: Charlotte State: NC Zip: 28202-
5. Applicant's contact inforttation:
Phone number: [phone] Email Address: Kelly.Dunbarachildressklein.com
II. PROJECT INFORMATION:
1. Project name: Wilmington Three Phase A
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Pertnit/Project
If a modification, provide the existing permit number: WQ00 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: 34.564' Longitude:-77.817' x
5. Parcel ID (if applicable): 3125-67-8501
(or Parcel ID to closest downstream sewer)
a
III. CONSULTANT INFORMATION:
L Professional Engineer: Daniel Fisk License Number: 040501
Finn: Paramounte Engineering, Inc.
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403-
Phone number: [phone] Email Address: dfisk a,paramounte-eng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: McKean-Maffit Wastewater Treatment Plant Permit Number: NCO023973
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): _
FORM: FTA 04-16 Page 1 of 5

Vt. 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 Hoome/Property Owners' Association, has an Onerational Agrecmcot (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. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? [-]Yes ®No
➢ If yes, provide a cony of flow reduction anoroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 011.01140
Daily Design Flow '•b
No. of Units
Flow
1 & 2 Bedroom Units
240 gal/unit
270
64800 GPD
3 Bedroom Unit
360 gal/unit
16
5760 GPD
Clubhouse
5 gal/seat
86
430 GPD
Amenity Pool
10 gal/person
70
700 GPD
gal/
GPD
gal/
GPD
Total
71690 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (c)(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. 42AA .
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: 71690 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If pennitted 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T e0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8-inch
1,485
PVC C900 (DR-I8)
8-inch
140
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
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
L 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 pennitted (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 timefratnes, 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) & (e) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be nrovided 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, W S-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(a) contains alternatives where separations in 02T.0305(0 cannot be achieved.
)o **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
➢ If noncompliance with 02T.0305(D or (g), 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 Permitting Branch
5. Does project comply with 15A NCAC 02T.0I05(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 perruit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stonnwater 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.
[:]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/Altemative Design Request application (VADC 10-14) and supporting documents for
review. Avoroval of the request is required prior to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
�RatEl' Z. ,'SI(.- 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: i ,vs��tUttC
040501
• ,a.z1
y�El„J'F.
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I Kelly Dunbar attest that this application for
(Signature Authority's name & title from Application Item I.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 infonttation 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:
Date: 3112/21
FORM: FTA 04-16 Pagc 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: CK Wilmington Three Phase A
Project Name for which flow is being requested: Wilmington Three Phase A
More than one FTSE may be required for a single project if the owner of the if'WTP is not responsible for all pump
stations along the route of the proposed wastewater jlorp.
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
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
It. Percent of permitted flow used
All flows are in MGD
12.000
2.719
8.044
0.040800
10.804
90.0
li. 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 Pe mit Capacity, *
(Firm / pf),
Flow,
Daily Flow. Obligated
Available
Number) No. MGD
MGD
MGD
MGD Flow
Capacity***
27 WQ0040481 1.047
0.403
0151
0.152 0.303
0.099
* 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 Theb lL
erCFPUA 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�1 1 - IOffIi1ctiaMgLnature Date
Title of Signing OjfIcial
Page 2 of 6
FTSE 10-18

Dlvlsion of Wate ...
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: CK Wilmington Three Phase A
Project Name for which flow is being requested: Wilmington Three Phase A
More than one FTSE maybe required for a single project if the owner of the WJf7P is not responsible for all pomp
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: M'Keaii Maffitt (Southside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023973
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
All flows are in MGD
12.000
2.759
8.044
0.030890
10.834
90.3
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)
Design
Average
Approx.
Pump
Pump
Daily
Current
Station
Station
Firm
Flow**
Avg. Daily
(Name or
Permit
Capacity, *
(Firm / pf),
Flow,
Number)
No.
MOD
MOD
MOD
36
W 00(2 38099
2.664
0.888
0.3.53
(C)
(D)=(B+C)
(E)�(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MOD
Flow
Capacity***
0.298
0.651
0,237
* 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

1I1. Certification Statement:
I JeffTheberge, 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.
1 / J
�' �lz l '%uz
Sig? mg O �cial Signature Date
F_NCo CES�1a__,—MAN.'A()EIz
Title of Signing Official
Page 2 of 6
FTSE 10-18

North Carolina Secretary of State Search Results
https://www.sosne.gov/on line _services/search/Business_Registrati...
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
CK Wilmington Three Phase A, LLC
Information
Sosld: 1971558
Status: Current -Active O
Date Formed: 4/8/2020
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Johnson, Cyrus
Addresses
Mailing
301 S college Street, Ste 2800
Charlotte, NC 28202
Reg MaiLing
301 Scollege Street, Ste 3500
Charlotte, NC 28202
Company Officials
Principal Office
301 S college Street, Ste 2800
Charlotte, NC 28202
Reg Office
301 Scollege Street, Ste 3500
Charlotte, NC 28202
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Childress Klein Properties
301 S. College Street, Suite 2800
Charlotte NC 28202
I of 1 5/6/2021, 2:13 PM

WILMINGTON THREE PHASE A
CITY OF WILMINGTON
NORTH CAROLINA
SANITARY SEWER DESIGN NARRATIVE
1
Prepared for:
CK Wilmington Three Phase A, LLC
301 South College Street, Suite 2800
Charlotte, NC 28202
Prepared by:
pARAMOUNTE
122 Cinema Drive
lmin
NIC Li e n e #: C-2846 ton, NC 28403 ASH 1CAI
Project #20195.PE _ 040501 9
%, oq•�F,NGI�NE��•5�\�,�
January2021 i,01H1I jj 1`F �``�

PROJECT NARRATIVE
CK Wilmington Three Phase A, LLC is proposing to construct a multi -family development within
the Barclay West master development near the intersection of George Mason and Chippenham and
extending to the current termination of Breezewood, the public roadway and parcel totals +/- 17.61
acres. The development will consist of 120 one -bedroom units, 150 2-bedroom units, 16 3-
bedroom units with associated amenity areas that tie into Cape Fear Public Utility Authoriry
manholes that outfall to PS 27 to the south and PS-36 to the north. The flow for each is as follows:
PS-27 — 40,800 gpd (see attached breakdown) and PS-36 — 30,890 gpd (see attached breakdown).
The line lengths are as follows: 1,200 LF of 8" gravity sewer.

Project Name: Wilmington Three Phase A
Client:
Project Number 20195.PE
Prepared By: DIF
Date: 1/18/21
Total Projected Wastewater
PARAMOUNTE
.""'r"""­ 1 146
240 gpd/unit
35,040
gpd
[Breezewood Main]
Multifamily (3 bdr.) [Breezewood 16
360 gpd/unit
5,760
gpd
Mainl
Multifamily (1 & 2 bdr.) 124
240 gpd/unit
29,760
gpd
Multifamily (3 bdr.) 0
360 gpd/unit
0
gpd
RR
use Input (# of ersons) I Projected Demand I I Demand
Pool Area 70 10 gpd/person 700 gpd
Flows to Breezewood 40,800 gpd
Flows to Internal Main 30 890 gpd
71 690 GPD
*NOTE: The most likely use of the Community Center buildings will be space for receptions or other similar gatherings. In order to project the wastewater demand
per the 2T rules, the best use to model these buildings would be a Church with kitchen (5 gal/seat). To calculate the number of seats that each building could
hold, we approximated that a 20' x 20' area would seat 10 Persons (10' dia. Table w/ chairs). This calulation assumes that 75% of a buildings Floor space could
be used for seating, leaving the rest to miscellaneous building needs.
Building I.D. Building Area (sf) ISeats (B.A./400 SF)*750A*10
1 1 4,600 1 86

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a �20
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VICINITY MAP
SCALE: 1 ° = 1000' NORTH