WQ0043877_Application_20221025

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: ), IN.Q Li3 77 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: MPV Properties (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership 0 Privately -Owned Public Utility
❑ Federal 0 State/County 0 Municipal
3. Signature authority's name: George Macon per 15A NCAC 02T .0I06(1))
Title: Member
4. Applicant's mailing address: 2400 South Boulevard. Suite 300
City: Charlotte State: NC Zip: 28203-
5. Applicant's contact information:
Phone number: [phone] Email Address: gmacon@,mpvre.com
❑ Other
EUEIVED/NCDEQ/DWR
OCT 25rCi'2
MOORESVILLWOROS
E REGIONAL OFFICE
1I. PROJECT INFORMATION:
1. Project name: Christenbury Village Phase 2 (Lowes Grocery)
2. Application/Project status: ® Proposed (New Permit) 0 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.
Knew construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.3808802° Longitude:-80.7366464°
5. Parcel ID (if applicable):45892739520000 (or Parcel ID to closest downstream sewer)
1II. CONSULTANT INFORMATION:
1. Professional Engineer: Alexandra Spence License Number. 050635
Firm: Urban Design Partners
Mailing address: 1213 W Morehead St, Ste 450
City: Charlotte State: NC Zip: 28208
Phone number: 704-334-3303 Email Address: aspenceurbandesignpartners.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: Rocky River Wastewater Treatment Facility Permit Number: NC0036269
Owner Name: WSACC
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):
2, Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00326
Owner Name(s): (Jr of Cork
FORM: FTA 06.21
Page 1 of

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 Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) 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) 0 Retail (stores, centers, malls)
❑ Residential (Leased) Z Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities D Church
❑ Businesses / offices / factories 0 Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : °fo Domestic 100 % Commercial 0 % Industrial (See I5A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ 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(0)
Daily Design Flow ",b
No. of Units
Flow
Deli
1,212.4 gal/day
1
1,212.4 GPD
Bakery
144.1 gal/day
1
144.1 GPD
Meat Department
2,103.75 gal/day
1
2,103.75 GPD
General Retail
5,813.99 gal/day
1
5,813.99 GPD
gal/
GPD
gal/
GPD
Total
9,274.24 GPD
a See 15A NCAC 02T .0114{bl, (d),1e1(1) and (0(21 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 (3.S. 42.A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 16= 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: 0 GPD (per I SA NCA(' 021 .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.
® Flow has already been allocated in Permit Number: Issuance Date: Sewer flow allocated in the Christenbury
Villagepublic wastewater collection system Authorization to Construct permit issued by the City of Concord's delegated
local permitting program.
[1 Rehabilitation or replacement of existing sewers with no new flow expected
D Other (Explain):
FORM: FTA 06-2 1
Page 2of5

Vll. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 021 .0305 & MD( (Crar i
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6
237
PVC
6
115
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 requirements is not allowed and a violation of the MDC
VIA. 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:
4. 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.
5. Operational point(s) per pump(s): 76.1 gallons per minute (GPM) at 46.01 feet total dynamic head (TDH)
6. 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 2.01 C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
7. Power reliability in accordance with 15.A NCAC 02T .0305(h) 1,:
❑ Standby power source or ❑ 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):
0 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(f)):
1. Does the project comply with all separations/alternatives found in 1.5.A NCAC 02T U305{ 111 k;j?
15A NCAC 02T.0305(fl 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
'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, 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 (g), see Section X.1 of this application
*15A NCAC 02T.0305(Q) contains alternatives where separations in 02T.0305(f) 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 webpage.
2. Does this project comply with the minimum separation requirements for water mains? 0 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 ❑ 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 02H 0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213 0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.01051c)(ts) (additional perntits/certifications)? ® Yes 0 No
Per ; 5 A N.:AX 021:010Lc46.), directly related environmental pennits 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?" ❑ Yes ® No
Per E 1 _AC "I 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 15A NCAC 02T.0403(a)(5) or the permitte 's individual System -Wide Collection permit.
4' FTA O6-21 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, Alexandra Spence , attest that this application for Christenbury Village Phase 2 (Lowes Grocery)
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item II.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 NCAC 56.0701)
\\0.4.l.l.t.t.141 / ,
North Carolina Professional Engineer's seal, signature, and date: ., ,(N C' f Q //,
0 FESS/6. • .'L��.
•g- SEAL .
• 050635
3. Applicant's Certification per 15A NCAC 02T .0106(b):
George Macon , attest that this application for Christenbury Village Phase 2 (Lowes Grocery)
(Signature Authority Name from Application Item 1.3.) (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 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:
FORM: FTA 06- 21 Page 5 of 5

CHRISTENBURY VILLAGE PHASE 2 (LOWES GROcERY9ECEIVEO/NCVFQ/DWG
FAST -TRACK APPLICATION O(,2
COVER LETTER
UDP PROJECT No: 21-CLT-146 �110®REVI(4 p ONA1,
OFFICIr
APPLICANT ENGINEER
MPV Properties
George Macon
2400 South Blvd, Ste 300
Charlotte, NC 28203
704-516-5308
Urban Design Partners
Alex Spence, P.E.
1 213 W Morehead St, Ste 450
Charlotte, NC 28208
704-334-3303
704-334-3305 (fax)
PROJECT LOCATION
9620 Christenbury Parkway Concord, NC 28207
PROJECT DESCRIPTION
MPV Properties is constructing a mixed use development on a 17.0 ac site. This
development will consist of 3 retail buildings, 2 mixed use residential and commercial
buildings, and a grocery store.
The grocery store will be served by a private water and sanitary sewer service. This
private service will connect into a proposed public water and sanitary sewer line that
connects to existing services. This private 6" sanitary sewer project requested flow rate
for lot 5 is 9,274.24 gallons per day, determined using 15A NCAC 02T .0114 and was
accepted by the City of Concord.
The private sewer requiring permitting through NCDEQ consists of 115 linear feet of 6-
inch DIP and 237 linear feet of 6-inch PVC servicing grocery store lot 5.
PROJECT ITEMS INCLUDED IN APPLICATION PACKAGE
• Application Fee via Check
• Fast Track Application Form: FTA 06-21
• LLC Annual Report
• Flow Tracking/Acceptance Form: FTSE 04-16
• Willingness to Serve
• Site Maps

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LIMITED LIABILITY COMPANY ANNUAL REPORT •
u6/2022
NAME OF LIMITED LIABILITY COMPANY:
MPV Properties, LLC
SECRETARY OF STATE ID NUMBER: 1128979 STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 2022
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Merrifield Partners, LLC
Filing Office Use Only
E - Filed Annual Report
1128979
CA202209102700
4/1/2022 10:30
Changes
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
2400 South Boulevard, Ste 300 2400 South Boulevard, Ste 300
Charlotte, NC 28203-5773 Mecklenburg County Charlotte, NC 28203-5773
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Investment
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS
2400 South Boulevard, Ste 300
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
2400 South Boulevard, Ste 300
Charlotte, NC 28203-5773 Charlotte, NC 28203-5773
6. Select one of the following if applicable. (Optional see instructions)
The company is a veteran -owned small business
The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Merrifield Partners, LLC
NAME: NAME:
TITLE: Member TITLE: TITLE:
ADDRESS:
2400 South Boulevard, Ste 300
Charlotte, NC 28203
ADDRESS: ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Merrifield Partners, LLC, by Merrifield Partners, LLC Member 4/1 /2022
SIGNATURE DATE
Fomi must be signed by a Company Official listed under Section C of This form.
Merrifield Partners, LLC, by Merrifield Partners, LLC Member Member
Print or Type Name of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525
Print or Type Title of Company Official

PRELIMINARY WASTEWATER FLOW APPLICATION
INSTRUCTIONS FOR FORM: PWWF-2021
The City of Concord Preliminary Wastewater Flow Application is to be
completed for any residential, commercial, and/or industrial site development
projects requiring a permit based upon 15A NCAC Subchapter 2T rules and
the Water and Sewer Authority of Cabarrus County sewer allocation and
commitment policy.
A DIGITAL COPY OF THE COMPLETED APPLICATION PACKAGE, SUPPORTING INFORMATION
AND MATERIALS, SHOULD BE UPLOADED TO ACCELA ONLINE PORTAL IN THE APPLICABLE
ACCELA CASE AT httpsJ/accelaLcabarruscounty.us/CitizenAccess/ , UNLESS OTHERWISE
SPECIFIED.
SUPPORTING INFORMATION AT A MINIMUM NEEDS TO INCLUDE A PROJECT NARRATIVE.
The narrative should include any and all information the applicant wants City Council to consider when evaluating
the project for flow allocation. In general, the narrative should be a description of the project, including project data
(zoning, number of lots, type of housing or business), price points for homes or investment for business, and any
sustainability components of the plan (ie walking trails, water conservation, green building practices, operational
aspects of business such as waste reduction, recycling, etc).
For Accela Case Inquiries, Contact:
For Engineering Design Inquiries, Contact:
CITY OF CONCORD
Planning & Neighborhood Development-
Zoning Services
Post Office Box 308
Concord, North Carolina 28026-0308
Telephone Number: [phone]
CITY OF CONCORD
Engineering Department
Post Office Box 308
Concord, North Carolina 28026-0308
Telephone Number: [phone]
FORM: PWWF 2021 Instructions Page I of 1

415Welli9"4".'"")
N U It 1 11 CA It t] 1 1 N A
PRELIMINARY WASTEWATER FLOW APPLICATION
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
TO BE COMPLETED BY THE CITY OF CONCORD
Planning Case No:
Engineering Project No:
ATC No:
A. Project Information
1.)
Project Tide:
Christenbury Village
2.)
Description of
project location.
9620 Christenbury Parkway, approx 2,600 LF NW of the intersection of Derita Rd (SR 1445) and Christenbury Parkway
(Example: Site located on (Road name) SR ####, approx #### linear feet (North, South, West or East) of the intersection of Road name (SR ####) and Read
Name (SR ####)
3.)
Cabarrus County
Parcel Identification
arce
Number:
4589-27-3952
3a.)
Parcel Acreage:
17.0 ac
4.)
Site Zoning and use:
PUD, Mixed Use
S)
.
Area Commercial or Industrial
Building
(sq. ft.) 117,275
6a.)
Description of Facility
to he served.
Mixed use - ResidentiaveommerciaVOfiice
6b.) Number of Lots
5
6c.) Number of Units
i 56
7d.)
Additional description
information:
B. Applicant Information
Christenbury Investors, LLC Manager (Title) 2400 South Blvd, Suite 300
(Name of legal owner, board, comat, and/or authorized efncia! with tide; as defined in property (Applicant's Street er 3ox Number)
records and/or a re®stered agent(s) as listed in the NC Secretary of State Corporation filings, hereby
referred to as the Applicant.)
MPV Properties, LLC Charlotte, NC 28203
(Name of Applicant's eompany, city, town, corporation, sanitary district, water company or (Applicant's City, State, Zip Code)
other defined in property records and/or as listed in the NC Secretary, of State Corporation filings.
es applicable
704-561-5308 704-248-2101
(Applicant's Phone Number) (Applicant's Facsimile Number)
George Macon (Name)
GMacon@mpvre_com (Email) [e-mail]
(Name with Title and Email of contact person, (Applicant's Email Address)
who can answer questions about application)
REQUIRED
Applicant is to attach documentation of their signature authority if signing for a corporation and documentation of ownership if signing as owner.
C. Design Engineer
Information if available
Brian Smith Urban Design Partners
(Typed name of North Carolina Professional Engineer) (Company Name)
27890 1213 W Morehead St, Suite 450
(NCPE Registration Number) (Street or Box Number)
[phone] Charlotte, NC 28202
(Phone Number) (City, State, Zip Code)
Alex Spence [e-mail]
(Name and affiliation of contact person, who can answer questions about (Engineer's Email Address)
application & designs)
FORM: PWWF 2021
Page 1 of 2

NOTE: Final allocation approval must be obtained by the preliminary allocation approval
expiration date. The final sewer allocation shall not be more than the preliminary sewer
allocation approved.
D. Wastewater Discharge Information
I.) The origin of this wastewater is (check all that apply):
2.) The type of wastewater is (indicate percentage):
Residential Subdivision
1 •
Retail (Stores, shopping centers)
65
% Domestic
✓
Apartments/Condominiums
L
Institution
35
%Commercial
.... j
Mobile Home Park
Hospital, nursing home, dental
°A Industrial
School, preschool, daycare
I I
Church
%Other use
(Specify)
V
Restaurants
(Food or drink facilities)
ri
Sports Centers
3.) Pretreatment
required:
Hotels or motels
1 •
1 Business, offices, factories
E.:,1No
Yes (Specify or attach effluent documentation)
Other (specify):
-
4.) Volume of wastewater flow to be
allocated for this particular project: 58,641.82 gallons per day
*Wastewater discharge volume shall be calculated
(Do not include future wastewater discharge
in accordance with values defined in Title ISA NCAC 2T .0114
projections that are outside of the scope of the project or previously allocated wastewater Clow)
5.) Summarize wastewater Clow generated
accordance with 15A NCAC 2T .0114
a) See 1SA NCAC 2T.0114(b),
residential development, uses;
b) Per ISA NCAC 02T.0114(c),
using available flow data,
{Flow rates NOT listed in table 1SA NCAC
2T 0114 if) and
by project in the table below The wastewater flow calculations used in determining the permitted flow in
(d), (e)(2) for caveats to wastewater flow rates (i.e., minimum flow per dwelling, proposed unknown non-
public access facilities located near high public use areas; as defined in G.S. 42A-4).
design flow rated for establishments not identified [in Table 15A NCAC 02T.0114] shall be determined t
water using fixtures, occupancy or operation patterns, and other measured data.
2T .0114 must be supported with actual water use or wastewater discharge data in accordance with ISA NCAC1
must be attached to this application and sealed by a NC licensed professional engineer.
Established Type (See 02T.0114(f))
Daily Design Flow (a, b)
No. of Units
Flow
See attached calculations
n/a gal/ n/a
n/a
GPD 58,641.82
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPf) 58,641.82
I E. Applicant
Acknowledgment
Applicant Acknowledgement: TO BE COMPLETED BY THE APPLICANT
George Macon the undersigned, do hereby make application for preliminary wastewater
I
_
(Printed Name)
allocation wastewater allocation. I hereby certify that I have full legal rights to request such action and that the
statements or information contained herein and herewith are true and correct to the best of my knowledge.
/h//2-g
Signature: f Ate:
FORM: PWWF 2021
Page 2 of 2

Zr
NORTH CAROLINA
High Performance Living
....g■■■uuulI
September 28, 2022
MPV Properties
George Macon, Member
2400 South Boulevard, Ste. 300
Charlotte, NC 28203
P) 704-248-2102
Email) [e-mail]
63') Alfred Brown Jr Court SW., P.O. Box 308, Concord, NC 28026-www.concurdnc.„ov
SUBJECT: City of Concord Willingness to Serve
Private Wastewater Collection System Extension/Modification
City of Concord Project Title: Christenbury Village Phase 2 (Lowes grocery)
City of Concord Project # 2021-035A
Receipt Date: August 2, 2022 (Complete Application Package)
September 27, 2022 (WSACC Approval)
Engineering Plan Seal Date: August 26, 2022
WSACC Rocky River WWTP—NC0036269 City of Concord, Cabarrus County, North Carolina
Dear Mr. Macon:
This letter is to confirm that on August 2, 2022, our office received the Christenbury Village Phase 2
(Lowes grocery) engineering plans and specifications, a digital copy of the engineering plans, and a
private wastewater collection system application, as prepared and sealed by Alexandra R. Spence, NCPE,
with Urban Design Partners for the private wastewater collection system extension consisting of
approximately 352 linear feet of 6-inch sanitary sewer and other appurtenances to serve a 51,814 sq. ft.
commercial grocery store located off of Christenbury Parkway, with a zero increase to the commercial
wastewater flow. The commercial wastewater discharge of 9,274.24 GPD has been allocated in the
Christenbury Village -Phase 1 (2021-035) public sewer permit.
The City of Concord's public wastewater collection system has the capacity to accommodate the
estimated total average wastewater discharge of 9,274.24 GPD based on the information indicated on the
NCDENR Fast Track application for the project. The City of Concord, however, will not guarantee the
acceptance of any additional requests, revisions, deficiencies, or expansions that were not included in the
consulting engineer's submitted engineering plans, specifications, reports, and/or calculations associated
with this private system.
The City of Concord's willingness to serve is effective only with respect to the project scope, nature, and
volume of wastewater described in the City of Concord Preliminary Wastewater Flow (PWWA)
application and NCDEQ Fasttrack application for Christenbury Village Phase 2 (Lowes grocery) and
subject to the terms in the WSACC flow acceptance letter, dated September 21, 2022, for Christenbury
Village Phase 2 (Lowes grocery); and the terms of the City of Concord sewer allocation policy, City of
Concord Council's sewer allocation approval conditions, and the most current WSACC Sewer Allocation
and Commitment Policy terms, as follows: The sewer capacity allocation is a preliminary process and
Engineering
Phone [phone] • Fax [phone]

does not guarantee commitment of sewer capacity by WSACC until the building permit is obtained and
the system development fee is paid as is discussed in the Sewer Capacity Commitment section of this
Policy.
The sewer capacity allocation is automatically canceled upon the passing of the Expiration Date if the
project has not commenced. Commencement of the project is defined as being under construction with
grading initiated and significant water and sewer infrastructure in progress. The sewer capacity allocation
may also be canceled if:
(i) the project's water and sewer infrastructure is not completed within three (3) years from the date of
the flow acceptance letter,
(ii) building permits are not obtained and system development fees are not paid within four (4) years
from the date of the flow acceptance letter,
(iii)the jurisdiction and developer make a request to WSACC in writing that the allocation be
rescinded, or
(iv) a mutual agreement is reached between WSACC, the jurisdiction, and the developer that the
allocation be rescinded.
THE CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR ERRORS IN
DESIGNS, CALCULATIONS, DRAWINGS OR STATEMENTS SUBMITTED BY
APPLICANTS, THEIR TECHNICAL CONSULTANTS, SURVEYORS OR ENGINEERS. THE
CITY OF CONCORD AND ITS STAFF ARE NOT RESPONSIBLE FOR FINDING OR
CORRECTING ANY ERRORS OR DEFICIENCIES IN PLANS SUBMITTED TO THE CITY
OF CONCORD FOR REVIEW AND APPROVAL. THE CITY OF CONCORD DISCLAIMS
ANY LIABILITY FOR ERRORS CONTAINED IN PLANS SUBMITTED TO THE CITY OF
CONCORD. THE SIGNATURE OF THE CITY OF CONCORD ENGINEER MAY NOT BE
RELIED UPON TO ESTABLISH ANY DUTY OR RELATIONSHIP (SUCH AS A THIRD -
PARTY BENEFICIARY) WITH ANY PARTY USING THIS PLAN OR DRAWING. PARTIES
USING THIS DOCUMENT SHOULD CONDUCT THEIR OWN REVIEW AND ANALYSIS
FOR MAKING A DECISION IN RELIANCE ON THIS DOCUMENT.
This letter shall not be construed as an Authorization to Construct by the City of Concord. All applicable
permits associated with this project must be obtained and copies must be presented on site prior to
commencement of the work.
IMPORTANT: MPV Properties must submit a copy of the NCDEQ-Division of Water Resources, Non -
Discharge approval letter, authorization to construct permit, and a copy of the engineer's final
certification to the City of Concord prior to interconnection with the City of Concord's public wastewater
collection system. The City of Concord must be present to observe the connection of this private system,
in order to meet the Standard Specifications for Wastewater Collection and Water Distribution for
Cabarrus County. Contact Gary Stansbury, Construction Administrator, at [phone] at least 48
hours prior to the initiating system connection.
Construction of the private wastewater collection system project shall be in accordance with 15A NCAC
02T.0300; The Division of Water Quality's Gravity Sewer Minimum Design Criteria adopted February
12, 1996, as applicable. This does not constitute an acceptance of any part of the project that does not
meet North Carolina Administrative Code Title 15A 02T.0300, as applicable. Failure to comply may
result in penalties in accordance with North Carolina General Statute §143-215.6A through §143-215.6C,
Engineering
Phone [phone] • Fax [phone]

construction of additional or replacement facilities, and/or referral of the North Carolina -licensed
Professional Engineer to the licensing board.
Please be aware that the City will not assume any responsibility for the operation and maintenance of the
subject private wastewater collection system that is located on the property beyond the public utility
easement/rights-of-way.
MPV Properties will be responsible for complying with the regulatory requirements in accordance with
North Carolina Administrative Code Title 15A 02T.0300, the maintenance and operation of the private
wastewater collection system, and obtaining the required permit approvals associated with the private
wastewater collection system. Please review this section of the Administrative Code prior to submitting
your application to the State. If the permit applicant is unable to perform all of the operation and
maintenance duties required by the State's Administrative Code, a private wastewater collection system
extension should not be requested.
The City reserves the right to disconnect the subject wastewater collection system and potable water
service from the City of Concord's public system if improper operation and maintenance of the private
system violations of any Federal, State, or local regulations, ordinances, or policies.
After the private wastewater collection system has been constructed and prior to water service
activation, MPV Properties must complete the NCDEQ DWR regulatory requirements in accordance
with North Carolina Administrative Code 15A NCAC 2T for final approval and MPV Properties'
engineer must certify that the private wastewater collection system has been installed in accordance with
North Carolina Administrative Code 15A NCAC 2T. A copy of the engineer's certifications, private
system final approval/acceptance letter, and correspondences, as applicable must be submitted to the City
of Concord.
Sincerely, Sincerely,
City of Concord City of Concord
Digitally signed by Sue
Sue Hyde Date: 2022.09.30
08:21:00 -04'00'
M. Sue Hyde, PE
Director of Engineering
evin Plemmons, PE
Water Resources Engineering Manager
09/30/2022
Date Date
Attachments: WSACC Approval Letter
FTSE-01/14 signed by Sue M. Hyde on 9/14/2022
FTSE-01/14 signed by Michael Wilson, on 9/27/2022
Electronic cc: Project #2021-035A
Urban Design Partners, Alexandra R. Spence, PE, 1213 W Morehead St.Ste.,450, Charlotte, NC 28208, 704-334-3303
Gary Stansbury, Construction Administrator, stansbu vg(/uconcordnc.gov
M. Sue Hyde, Director of Engineering, hydes(;concordnc.gm
Engineering
Phone [phone] • Fax [phone]

WSACC
ISO 140011015 s NC Star Pubk Sec(or . ISO 450011018
Mr. Lloyd Payne
City Manager
City of Concord
P.O. Box 308
Concord, NC 28026-0308
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy,
Concord, NC 28027
704.786.1783 ♦ 704.795.1564 Fax
www,wsacc.org
September 21, 2022
Subject: Flow Acceptance Request — City of Concord
Christenbury Village — Phase 2 (Lowes Grocery)
Dear Mr. Payne:
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of
Cabarrus County (WSACC) from the City of Concord on September 15, 2022. WSACC has or will have
capacity at the Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to
transport and treat the commercial wastewater from the proposed project entitled Christenbury Village — Phase 2
(Lowes Grocery), located off Christenbury Parkway. The referenced project will serve a commercial
development with a grocery store, with a projected additional wastewater flow of 0 gallons per day (gpd). The
flow allocation associated with this project was previously included with the "Christenbury Village — Phase 1"
flow acceptance request. As such, WSACC understands that Concord is not requesting additional flow
allocation (beyond the "Christenbury Village — Phase 1" values) with this request. The wastewater generated
by this project will be conveyed through a proposed and existing sewer system and then enter WSACC's system
at the existing 30-inch Clarke Creek Interceptor. WSACC acknowledges it has or will have capacity for
wastewater from the proposed development based on information provided by Urban Design Partners (Civil
Engineer for the project) using North Carolina Department of Environmental Quality (NCDEQ) wastewater
flow guidelines.
If construction of this project does not commence within two (2) years of the date of this notice, the notice is
rescinded and a second request and notice will be required before flow capacity is accepted. Please notify
WSACC, in writing, when construction of this project is initiated. This sewer capacity allocation may also be
cancelled pursuant to the conditions set forth in the WSACC Sewer Allocation and Commitment Policy.
Please note that the final commitment to service to provide wastewater treatment services shall occur upon
application for a building permit for the project and when system development fees are paid pursuant to
N.C.G.S. §162A, Article 8.
If you have any questions, please call me at [phone], extee C
Sincergjy,
Michael Wilson
Executive Director
cc: Sherri Moore/Concord
Brian D. Smith, PE/Urban Design Partners
Chad VonCannon, PE/WSACC
Thomas Hahn, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

DWR
Division :ion of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE —10/18)
(WSACC USE ONLY) Christenbury Village — Phase 2 (Lowes Grocery)
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
❑ Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 3.387
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
20.971 (79.14% of permit)
0.000
24.358
91.92%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
PumpStation
(Name or
Number)
Pump Station
Permit No.
Firm
Capacity *
MGD
(A)
Design Average
Daily Flow **
(Finnlpt)
MGD
(B)
Approx. Current
Average Daily
Flow
MCI)
(C)
Obligated, Not Yet
g
Tributary Daily Flow
MGD
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
MGD
E = A-D
( ) ( )
Available
Capacity***
IMMGD
Lower Rocky
River PS
NC0036269
37.000
14.800
10.816
2.612
13.428
1.372
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be achieved with the largest punrp 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)(e) 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 Available
Capacity is < 0.
Section III. WSACC Certification Statement:
I, Michael Wilson, 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 from the connection to the WSACC interceptor 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 .sere applicable. This analysis has been performed in accordance with local
established policies and procedures usin he best av lable data. This certification applies to those items listed above in Section I and
Section II plus all attached planning as a sment ad �� ndums for which I am the responsible party. Signature of this form indicates
WSACC's guarantee of capa for . wastevea r flow. Notwithstanding the guarantee of capacity, WSACC does not make a
commitment to service this stew r ' u i a building permit is requested through the Cabarrus C9unty Building Inspections
Department an1e System Development Fee.
WSACC 's Signing Official Signature
Dlrte

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Notice of Extension Date: 9/12/2022
®City of Concord ❑City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Christenbury Village Phase 2 (Lowes Erocerv)—(Project #2021-035A & Accela PRS2021-03653)
Description: The Christenbury Village Phase 2 (Lowes grocery) engineering plans and specifications, as prepared and
sealed by Brian D. Smith, NCPE, with Urban Design Partners, for the wastewater collection system extension consisting
of approximately 352 linear feet of 6-inch sanitary sewer and other appurtenances to serve a 51,814 sq. ft. commercial
grocery store located off of Christenbury Parkway, with a zero increase to the commercial wastewater flow. The
commercial wastewater discharge of 9,274 2-1 t'I'D has been allocated in the Christenbury Village -Phase 1 (2021435)
public sewer permit.
*Number of Lots: 1 OR *Number of Units:
Where will the new line be connected:
❑ Directly into a WSACC Interceptor
• Into the Jurisdiction's existing collection system
❑ Into a private line
*Must be included in request.
Describe the location of the tie-in line to which the new sewer line will connect: The proposed 6-inch sanitary sewer
extension will tie-in to the existing 8-inch sanitary sewer system which extends to the 30-inch PVC WSACC Clarke
Creek Phase 1 Interceptor
Which WSACC Interceptor will the flow ultimately be discharged into: 30-inch PVC WSACC Clarke Creek Phase 1
Interceptor
What is the WSACC manhole number that the flow will be discharged into? +/- Node 012690
What is the quantity of flow that will be discharged? 0 GPD The commercial wastewater discharge of 9.274,24 GPD
has been allocated in the Christenbury Village -Phase 1 (2021-0351 public sewer Hermit,
Flow type:
❑ Domestic % ►i Commercial 100 % ❑ Industrial °/,
1
Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
C Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted
as a digital file (DWG) or distance and bearing starting with the tap on existing infrastructure.
If the new line is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap, will
be required before flow acceptance will be provided.
Mark Lomax at 704-786-1783, ext. 231, must be notified 48 hours in advance of a connection into a WSACC interceptor.
WSACC will inspect connection before, during, and after completion.
If construction is not started within two (2) year from the date of approval of the flow acceptance for this project, the
approval is rescinded and a second request and approval will be required for the project.
WSACC USE ONLY:
DATE: 11"0I 1.v,..,.
O Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
0 Approved ❑ Not Approved
0 Current Sewer Model shows: NI (A. Nv 4b'II NIA .- Ft.on) ALLvc_1.1T J
h>rQ' .STeD,

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Limited Liability Company
Legal Name
MPV Properties, LLC
Prev Legal Name
Merrifield Patrick Vermillion, LLC
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Merrifield Patrick, LLC
Information
Sosld: 1128979
Status: Current -Active
Date Formed: 12/21/2009
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Merrifield Partners, LLC
Addresses
Mailing Principal Office Reg Office
2400 South Boulevard, Ste 300 2400 South Boulevard, Ste 300 2400 South Boulevard, Ste 300
Charlotte, NC 28203-5773 Charlotte, NC 28203-5773 Charlotte, NC 28203-5773
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Charlotte, NC 28203-5773
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/online_services/search/Business_Registration_Results 10/26/2022