WQ0043457_Application (FTSE)_20220602

PROJECT:
SUBJECT:
PURPOSE:
FROM
1020147 WILKINSON BLVD
MULTI -FAMILY
1020147
1020147 - Wilkinson & Berryhill
MF Fast Track Sewer Permit
Application
For your review and comment
DATE:
TRANSMITTAL ID:
VIA:
T ins
? / /2 oagtEIVED/NCDEQ/DWR
C/13/g4.22
NAYI_8LO',r2
WQROS
00014 MOORESVILLE REGIONAL OFFICE
Mail
NAME
COMPANY
EMAIL
PHONE
Shakira Ibrahim
United States
[e-mail]
TO
NAME
COMPANY
EMAIL
PHONE
Moorseville Regional
Office Water Quality
Section
610 E. Center Avenue
Mooresville NC 28115
United States
NCDEQ - Mooresville
Office
REMARKS:
To Whom it may concern:
Please review the Fast Track Sewer Permit application and associated files.
The second copy will be sent via email. If there are any other documents
that you need, please let us know.
Thank you.
SHAKIRA IBRAHIM
Design Engineer 1 Charlotte I (o) 704.333.0325 x 1044 ( (m) 980.230.6041
Charlotte I Washington DC I Dallas I Orlando I San Francisco I Boulder
LandDesign.corm I @LandDesignInc
DESCRIPTION OF CONTENTS
QTY
DATED
TITLE
NOTES
1
--
Fast Track Sewer Permit Applications
1
--
Cover Letter
COPIES:
Shakira Ibrahim
Page 1 cif 2

RECEIVED/NCDEQ/DWR
May 06, 2022
NCDENR Division of Water Quality
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
RE: Wilkinson & Berryhill Multifamily
PN: 1020147
To Whom It May Concern:
MAY 1 8 ?Oa?
WQROS
MOORESVILLE REGIONAL OFFICE
Enclosed is a Fast -Track Application for Gravity Sewer to serve the project entitled
Wilkinson & Berryhill Multifamily. The site consists of Tax Parcel ID numbers 11901211,
11901215, 11901216 located in Charlotte (Mecklenburg County). It is a multi -family
development with 2 apartment buildings consisting of 167 total residential units, 45 town home
units, and an amenity area consisting of a pool with a 100-person capacity. The average daily
flow for these facilities is 32,095 gallons per day and is being requested in its entirety. Enclosed
are one (1) complete application form, one (1) application fee, one (1) flow acceptance letter, and
three (3) site maps.
Please do not hesitate to call if you have any questions or need further information.
Thank you,
Robert Keidel
LandDesign, Inc., Charlotte
704.333.0325

__Z
~
M Ay 16 'n"Transmittal
WORO8
MOORESVILLE REGIONAL OFFICE
102O147WILKINSON BLVO
MULTI -FAMILY
1020147
1020147-Wilkinson &BerryhU|
K4FFast Track Sewer Permit
Application
For your review and comment
5/13/2022
Shakira|brahim
United States
eibnahim@|anddanign.00m
TO
NAME
COMPANY
EMAIL
pnOws
yWooraevUnRugiona|
Office Water Quality
Section
G18E.Center Avenue
Mooresville NC28115
United States
NCOEQ-MoorueviUe
Office
:swaRK8:
To Whom it may concern:
Please review the Fast Track Sewer Permit application and associated files.
The second copy will be sent via email. If there are any other documents
that you need/ please let us know.
Thank you.
GHA0RA|BRAHUN
Charlotte IWashington DCI Dallas IOrlando ISan Francisco iBou|der
DESCRIPTION OF CONTENTS
QT Y DATED TITLE
1
COPIES:
/ Fast Track Sewer Permit Applications
—1 Cover Letter
— � Application Fee
Rob Keidel (LandDesign, Inc.)
pac,u1otc

May 06, 2022
NCDENR Division of Water Quality
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
RE: Wilkinson & Berryhill Multifamily
PN: 1020147
To Whom It May Concern:
RECEIVED/NCDEQ/DWR
MAY 16 2022
WQROS
MOORESVILLE REGIONAL OFFICE
Enclosed is a Fast -Track Application for Gravity Sewer to serve the project entitled
Wilkinson & Berryhill Multifamily. The site consists of Tax Parcel ID numbers 11901211,
11901215, 11901216 located in Charlotte (Mecklenburg County). It is a multi -family
development with 2 apartment buildings consisting of 167 total residential units, 45 town home
units, and an amenity area consisting of a pool with a 100-person capacity. The average daily
flow for these facilities is 32,095 gallons per day and is being requested in its entirety. Enclosed
are one (1) complete application form, one (1) application fee, one (1) flow acceptance letter, and
three (3) site maps.
Please do not hesitate to call if you have any questions or need further information.
Thank you,
Robert Keidel
LandDesign, Inc., Charlotte
704.333.0325

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: `' I [3146 7to be completed by DWR)
All items must be completed or the aunlication will be returned
I. APPLICANT INFORMATION:
RECEIVED/NCDEQ/DwR
MAY 1 8 2022
W©ROS
�00RESVILLE REGIONAL OFFICE1. Applicant's name: Wilkinson Exchanse OOZB, LLC (company, municipality,HOA, utility,etc.
2. Applicant type: ❑ Individual ►X1 Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal 0 State/County 0 Municipal
3. Signature authority's name: Robert McIntosh per 15A NCAC 02T .0106fh
Title: Manager
4. Applicant's mailing address: 1600 Camden Rd.. Ste. 200
City: Charlotte State: NC Zip: 28203-
5. Applicant's contact information:
Phone number: [phone] Email Address: beau(21 catalystcp.com
❑ Other
II. PROJECT INFORMATION:
1. Project name: Wilkinson & Be 'hill Multi -Family
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.223108° Longitude: -80.879969°
5. Parcel ID (if applicable): 11901211 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Robert Keidel License Number: NC37425
Firm: LandDesign,. Inc.
Mailing address: 223 North Graham Street
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: rkeidel(ielanddesign.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Irwin Creek WWTP Permit Number: NC0024945
Owner Name: CLT Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch
IS] Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): CLT Water
FORM: FTA 06-21
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 ►1 N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational A it
❑ Yes ❑ No 11 N/A
been attached?
3. If the Applicant is a Home/Property Owners' Association, has an HOA/YOA Operational Anceement t OR l: HMI and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned)
Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
1
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
Swimming Pool/Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
5. Nature of wastewater : 100 %Domestic % Commercial % Industrial (Se 15A NCAC 02T .0103120j)
If Industrial, is there a Pretreatment Program in effect? 0 Yes❑ No
6. Has a flow reduction been approved under 15 A NCAC 02 .0114(`t? 0 Yes No
> If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow '0'
No. of Units
Flow
Apartments
135 gal/day
167
22,545 GPD
Town Homes
190 gal/day
45
8,550 GPD
Pool
10 gal/person
100
1,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
32,095 GPD
a See 15A NCAC 02T .0114( )L€d}. (c}(iLrnd (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.01.1 4j shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 32.095 GPD (per 15A NCAC O2T ..0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
0 Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
0 Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
0 Other (Explain):
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MC tC rav�it‘ Sew
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
824
PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
A Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02'I' .0305 & MDC Pum n Stations/Force Pvlainsj:
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - .
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
> This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. 0 Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02 ' .0305(b)(1 is
❑ Standby power source or ❑ Standby pump
> Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)L:
➢ 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
I. Does the project comply with all separations/alternatives found in 15A NCAC O2i 0305(0 & 1?
15A NCAC 02T.0305ti) contains minimum separations that shall be provided for sewer systems:
Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water mains (horizontal)
10 feet
Reclaimed waterlines (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, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
> If noncompliance with 02T.0305(f) or (, see Section X.1 of this application
*15A NCAC 02T.0305(21 contains alternatives where separations in 02T'.0305() cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications w?bpaee
2. Does this project comply with the minimum separation requirements for water mains? ® Yes 0 No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes 0 No 0 N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
A. See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: /4 No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes 0 No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
❑ Yes ® No
6. Does project comply with 15A NCAC 02T.O105(c)(6) (additional permits/certifications)? ►4 Yes 0 No
Per 15A NCAC 02T.01 05(c)i 61, directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" 0 Yes ® No
Per ISA_CAC 021 0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
> 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 1SA NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 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, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, Robert Keidel , attest that this application for
Wilkinson & Berrvhill Multi -Family
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item 1I.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,
)\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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCA 1
�`��1, 1CAR°
North Carolina Professional Engineers seal, signature, and date: �,. • { ®®
tSS/
SEAL
37425
•
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Robert McIntosh , attest that this application for
(Signature Authority Name from Application Item 1.3.)
Wilkinson & Berryhill Multi -Family
(Project Name from Application Item II.1)
attest that this application 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:
FORM: FTA 06-21
Date: ✓ rl
Page 5 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR) RECEIVED/NCDEQ/DWR
All items must be completed or the application will be returned MAY 16 2022
I. APPLICANT INFORMATION:
WQROS
1. Applicant's name: Wilkinson Exchange QOZB. LLC (company, municipality, HOA, utility, etc0)ORESVILLE REGIONAL OFFICE
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal D Other
3. Signature authority's name: Robert McIntosh per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 1600 Camden Rd., Ste. 200
City: Charlotte State: NC Zip: 28203-
5. Applicant's contact information:
Phone number: [phone] Email Address: beauAcatalvstcp.com
II. PROJECT INFORMATION:
1. Project name: Wilkinson & BerrvhilI Multi -Family
2. Application/Project status: ►< Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.223108° Longitude:-80.879969'
5. Parcel ID (if applicable): 11901211 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Robert Keidel License Number: NC37425
Firm: LandDesign, Inc.
Mailing address: 223 North Graham Street
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: [e-mail]
janddesign.com
IV. WASTEWATER TREATMENT FACILITY (W%VTF) INFORMATION:
1. Facility Name: Irwin Creek WWTP Permit Number: NC0024945
Owner Name: CLT Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch El Gravity El Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): CLT Water
FORM: FTA 06-21
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 Develo rer's Operational Agreement (FORM: DEVj been attached?
❑ Yes ❑ No ►1 N/A
3. If the Applicant is a Home/Property Owners' Association, has an lO A/POA Operational A, reement (FORM. IIOA and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑Yes No ►4, N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned)
Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
0 Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
® Swimming Pool/Clubhouse
0 Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAAC 022T .0 103i 20j)
If Industrial, is there a Pretreatment Program in effect? 0 Yes 0 No
6. Has a flow reduction been approved under Is A NCAC 02T .0114(I )? 0 Yes ® No
➢ If ves, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a'"
No. of Units
Flow
Apartments
135 gal/day
167
22,545 GPD
Town Homes
190 gal/day
45
8,550 GPD
Pool
10 gal/person
100
1,000 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
32,095 GPD
a See 15A NCAC 02T .0114(b , (d), (c)(I)and (e)LW 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 021.01 1 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 32.095 GPD (per 15A NCAC OD EO_114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .t3305 & 111I iCr m its}:
1. Summarize gravity sewer to be permitted:
Size (inches)
8
Length (feet)
824
Material
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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC ( Pump Stations./Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
> This should reflect the total GPM for the pump station with the Iargest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump 0 Mechanical Bar Screen 0 Other (please specify)
6. Power reliability in accordance with 15A NCAC 02 ' .0305(10 0:
❑ Standby power source or 0 Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
O Portable power source with manual activation, quick -connection receptacle and telemetry -
Or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
> Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations/alternatives found in 15A NCAC 07 03U5tt) & ?
15A NCAC 02T.0305(f} contains minimum separations that shall be provided for sewer systems:
Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02T.03t15{f1 or (sY , see Section X.1 of this application
*1SA NCAC 02T.0305(u) contains alternatives where separations in U2T.0305i 1`l cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface WaterClassiiications webla <e
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
> If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? 0 Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B 0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213A202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
❑ Yes ® No
6. Does project comply with 15A NCAC 02T.0105(c it 6) (additional permits/certifications)? ►t Yes ❑ No
Per 15A NCAC 02T,0 l 05 c )(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" 0 Yes ® No
Per 1 SA NCAC 02T 04 2, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum DesCriteria for the Permitting' of Puma) Stations
and Force Mains (latest version) and the Gravity Sewer Minimum Dcsi<en Criteria ilatest version) as applicable?
®Yes ❑No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit. and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, Robert Keidel , attest that this application for
(Professional Engineer's name from Application Item 111.1.)
Wilkinson & Berryhill Multi -Family
(Project Name from Application Item i1.1)
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,
tinimum Design Criteria for (jravit Sewers )latest version;), and the Minimum _Desi n Criteria for the Fast Track Permittin
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.
NO1'h — In accordance with General Statutes 143-215.6A and I43-215.6B, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Robert McIntosh , attest that this application for
\\\,```N_ CARo
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SEAL
37425
Wilkinson & Berryhill Multi -Family
(Signature Authority Name from Application Item i.3.) (Project Name from Application Item II. 1)
attest that this application 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 I43-215.6A and 143 ^215.613, 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:
FORM: FTA 06-21
Date:
Page 5 of 5

Wilkinson & Berryhill Multifamily
Charlotte, NC 28208

WILKINSON & BERRYHILL MF • CHARLOTTE, NC • EXHIBIT
PN1020147 15.5.2022
5/5/2022 11:37 AM SIBRAHIM N:\_2020\1020147\CAD\EXHIBITS\1020147_SEWER LAYOUT EXHIBIT.DWG
LandDesign.

CHARLOTTE
August 4, 2021
Mr. Rob Keidel
LandDesign
223 North Graham Street
Charlotte, NC 28205
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
WILKINSON & BERRYHILL MULTI -FAMILY
2441 WILKINSON BOULEVARD, CHARLOTTE, NC 28208
CLTWATER TRACKING# 20214821
After an analysis of the sanitary sewer associated with the proposed design of project, 20214821,
WILKINSON & BERRYHILL MULTI -FAMILY, it was determined that there is sufficient capacity to
accommodate the proposed sewer flow of 32,095 gallons per day (167 units x 135 gpd/unit;
45 units x 190 gpd/unit; 100 persons x 10 gpd/person) at the connection point(s) indicated on the
submitted utility plan for transmission to the Irwin Creek Wastewater Treatment Plant; NPDES
permit number NC0024945, for treatment. This acceptance of flow is based upon the existing
capacity of the designated publicly owned treatments works.
Please see attached NCDEQ-FTSE form.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained construction has not started
within two (2) years of issuance of this flow acceptance, and payment for any service connections
have not been received within two (2) years of issuance of this flow acceptance letter, this flow
acceptance approval shall be rescinded, and a new flow acceptance request must be made.
The CAP analysis performed determines available capacity within the existing public gravity sewer
system. The developer is responsible for any additional private or public sewer infrastructure
required to convey flow from the proposed development to the existing public gravity sewer.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Awzo-1 a•
Guillermo Anzola / Engineering Assistant
CHARLOTTE WATER
P: 704-432-5801 / charlottewater.orq
Charlotte Water 5100 Brookshire Blvcl, Charlotte, NC 28216 charlottewater.org
(IP Operated by the City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: LandDesign
Project Name for which flow is being requested: Wilkinson & Berryhill Multi -family
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for allpump
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: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit#: NC0024970, NC0024945, NC0024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 9.55
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
72.083
0.032095
81.670
82.5%
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 t p f), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* 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 < t}.
Downstream Facility Name (Sewer): Unknown
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

III, Certification Statement:
I Keri Cantrell 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.
8/4/2021
Signing Official Signature
Chief Engineer
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

5/6/22, 7:59 AM North Carolina Secretary of State Search Results
• 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
Wilkinson Exchange QOZB, LLC
Information
Sosld: 2185010
Status: Current -Active O
Date Formed: 5/5/2021
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: McIntosh, Robert A
Addresses
Mailing Principal Office Reg Office
1600 Camden Road, Suite 200 1600 Camden Road, Suite 200 1600 Camden Road, Suite 200
Charlotte, NC 28203 Charlotte, NC 28203 Charlotte, NC 28203
Reg Mailing
1600 Camden Road, Suite 200
Charlotte, NC 28203
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Robert McIntosh
1600 Camden Road
Charlotte NC 28203
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1/1

Wilkinson & Berryhill Multifamily
Charlotte, NC 28208

WILKINSON & BERRYHILL MF • CHARLOTTE, NC • EXHIBIT
PN1020147 15.5.2022
5/5/2022 11:37 AM SIBRAHIM N:\_2020\1020147\CAD\EXHIBITS\1020147_SEWER LAYOUT EXHIBIT.DWG
LandDesign.

CHARLOTTE
August 4, 2021
Mr. Rob Keidel
LandDesign
223 North Graham Street
Charlotte, NC 28205
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
WILKINSON & BERRYHILL MULTI -FAMILY
2441 WILKINSON BOULEVARD, CHARLOTTE, NC 28208
CLTWATER TRACKING# 20214821
After an analysis of the sanitary sewer associated with the proposed design of project, 20214821,
WILKINSON & BERRYHILL MULTI -FAMILY, it was determined that there is sufficient capacity to
accommodate the proposed sewer flow of 32,095 gallons per day ( 167 units x 135 gpd/unit;
45 units x 190 gpd/unit; 100 persons x 10 gpd/person) at the connection point(s) indicated on the
submitted utility plan for transmission to the Irwin Creek Wastewater Treatment Plant; NPDES
permit number NC0024945, for treatment. This acceptance of flow is based upon the existing
capacity of the designated publicly owned treatments works.
Please see attached NCDEQ-FTSE form.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained construction has not started
within two (2) years of issuance of this flow acceptance, and payment for any service connections
have not been received within two (2) years of issuance of this flow acceptance letter, this flow
acceptance approval shall be rescinded, and a new flow acceptance request must be made.
The CAP analysis performed determines available capacity within the existing public gravity sewer
system. The developer is responsible for any additional private or public sewer infrastructure
required to convey flow from the proposed development to the existing public gravity sewer.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
6wilte rvwo- AvzorL,
Guillermo Anzola / Engineering Assistant
CHARLOTTE WATER
P: 704-432-5801 / charlottewater.orq
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
? Operated by the City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: LandDesign
Project Name for which flow is being requested: Wilkinson & Berryhill Multi -family
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.
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
All flows are in MGD
c. WWTP facility's permitted flow 99.00
d. Estimated obligated flow not yet tributary to the WWTP 9.55
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
72.083
0.032095
81.670
82.5%
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-B)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pt), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
* 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): Unknown
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-1 R

III. Certification Statement:
Keri Cantrell 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.
8/4/2021
Signing Official Signature
Chief Engineer
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

5/6/22, 7:59 AM
North Carolina Secretary of State Search Results
• 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
Wilkinson Exchange QOZB, LLC
Information
Sosld: 2185010
Status: Current -Active 0
Date Formed: 5/5/2021
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: McIntosh, Robert A
Addresses
Mailing Principal Office Reg Office
1600 Camden Road, Suite 200 1600 Camden Road, Suite 200 1600 Camden Road, Suite 200
Charlotte, NC 28203 Charlotte, NC 28203 Charlotte, NC 28203
Reg Mailing
1600 Camden Road, Suite 200
Charlotte, NC 28203
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Robert McIntosh
1600 Camden Road
Charlotte NC 28203
https://www.sosnc.gov/online_services/search/Business_Registration_Results 1/1