WQ0043618_Application (FTSE)_20220725

TRANSMITTAL
URBAN
DESIGN
PARTNERS
To: Barry Love - NCDEQ
Mooresville Regional Office
Water Quality Section
610 East Center Ave. Ste 301
Mooresville, NC 28115
Date:
1213 w. morehead st.
suite 450
charlotte, nc 28208
P 704.334.3303
RECEIVED/NCDEQ/DVVf
JUL 2 z ?022
7/20/1{ji 61RESVILLE REGIONAL OFFICE
Phone: [phone] Project Name: Mount Holly Apartments
Fax: Project No: 21-CLT-083
Transmitted Via: Action:
❑ Overnight
❑ Courier
❑ Hand
® Mail
❑ Fax
® For Approval
❑ For Your Use
❑ As Requested
❑ For Review & Comment
❑ For Signature
Number
Date
Description
1
07/20/2022
Cover Letter
2
07/20/2022
Fast Track Applications (1 original & 1 copy)
1
07/20/2022
CLT Water FA Letter & FTSE Letter
1
07/20/2022
Water Calculations Report
1
07/20/2022
Site Map
1
07/20/2022
Street Level Map
1
07/20/2022
Topo Map
1
07/20/2022
Articles of Organization
2
07/20/2022
Full Size Private Sewer Utility Sheets (3)
1
07/20/2022
Check for $480 payable to NCDEQ
Comments
Please let me know)f-yoi have any questipns,
Darvin Wilson
Cc: Brian D. Smith, PE

Mount Holly Apartments
Cover Letter
UDP PROJECT No: 2 1-CLT-083
Applicant
Tribute Companies, Inc
Mark Maynard
10 S. Cardinal Drive
Wilmington, NC 28403
[phone]
Project Location
9900 Mount Holly Road, Charlotte, NC 28214
Engineer
Urban Design Partners
Brian D. Smith, P.E.
1213 W. Morehead St., Suite 450
Charlotte, NC 28208
[phone]
Project Description
Tribute Properties, Inc is constructing 9 apartment buildings (221 units) for
multi -family residential use on the 13.21 acre site. The buildings will be served
by a private sanitary sewer and water main. The private sewer and water lines
connect to lines along Public Streets Napa Valley Drive and Prado Lane.
This project includes the installation of 5 LF of 8-inch PVC domestic water (from tap
to meter) and 14 LF of 8" private PVC domestic water (from meter to backflow). An
additional ±1,840 LF of 8-inch PVC combined domestic/fire line and 50 LF of 6" PVC
domestic water line.
The project also includes the installation of 1,189 LF of 8" and 110 LF of 8" DIP
sanitary sewer line. See attached utility sheets for reference.

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: �j(���'0 1- "."/ 0 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: 9900 Mount Holly Road Properties LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑X Municipal
3. Signature authority's name: Robert J. Hollis per 15A NCAC 02T .0 106(b)
Title: Manager
4. Applicant's mailing address: 332 Military Cutoff Rd.
City: Wilmington State: NC Zip: 28405
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
kl�UhivtuiNGDEQ!DWR
JUL 42 1 2022
WQROS
t4OORESVI LLE REGIONAL OFF
❑ Privately -Owned Public Utility
❑ Other
II. PROJECT INFORMATION:
1. Project name: Mount Holly Apartments
2. Application/Project status: ►1 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: 35.293410° Longitude: -80.970350°
5. Parcel ID (if applicable): 031-051-48 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Brian Smith License Number: 27890
Firm: Urban Design Partners
Mailing address: 1213 W. Morehead Street Ste 450
City: Charlotte State: NC Zip: 28028
Phone number: [phone] Email Address: Brianna,UrbanDesignPartners.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek Irwin Creek, Sugar Creek Permit Number: NC0024970, NC0024945, NC0024937
Owner Name:
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: inch ❑ Gravity El Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
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 Developer's Operational A reCI FORivi; DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Anrecment (FORM: HO/ 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
❑ Retail (stores, centers, malls)
El Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
Car Wash
0 Hotel and/or Motels
® Swimming Pool/Clubhouse
Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 93.1 % Domestic 6_9 % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? 0 Yes 0 No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? 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,b
No. of Units
Flow
Apartments
135 gal/day
221
29,835 GPD
Amenity Center
25 gal/employee/shift
3
75 GPD
Car Wash
1,200 gal/bay
1
1,200 GPD
Pet Spa
125 gal/day/bowl
2
250 GPD
Pool
10 gal/bay/person
75
750 GPD
gal/
GPD
Total
32,110 GPD
a See 15A NCAC 02T .0114(1 (d) (e (1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02E01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 31.110 GPD (per 15A NCAC 02T .01.14)
> 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:
❑ 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,030 & C,G°: vi
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,189
PVC
8
110
DIP
A. 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 (Pu ffin Stations/Fe:
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 largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at
5. Summarize the force main to be permitted (for this Pump Station):
feet total dynamic head (TDH)
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 ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC o2T .0305(h)D:
❑ S• tandby 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):
❑ P• ortable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ P• ortable 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 15A NCAC 02T .005( `L &_(g? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
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.0305(f) or (g ,y see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305f 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? ® 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? /:1 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? ® Yes Basin name: Catawba 0 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 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes 0 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 I5A NCAC 02T.0105{c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105 c , 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?" ❑ Yes ►1 No
Per 15A NCAC 02T.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 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 Munsnurn Design Criteria for the Peri_nittirrg of Pw 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, Brian Smith , attest that this application for Mount Holly Apartments
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item 11.1)
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 Desiu Criteria for the Fast -Track Pertnittint
of Pum 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)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Robert J. Hollis , attest that this application for Mount Holly Apartments
(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. 1 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 143-21 ,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: \ �--
Date: 776/22
FORM: FTA 06-21 Page 5 of 5

CHARLOTTE
June 9, 2022
Mr. Darwin Wilson
Urban Design Partners
1213 West Morehead Street
Suite 450
Charlotte, NC 28208
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
MOUNT HOLLY APARTMENTS
9900 MOUNT HOLLY ROAD, CHARLOTTE, NC 28214
CLTWATER TRACKING# 20222884
After analysis of the sanitary sewer associated with the proposed design of project, 20222884,
MOUNT HOLLY APARTMENTS, it was determined that there is sufficient capacity to accommodate
the proposed sewer flow of 32,110 gallons per day (221 units x 135 gpd/unit; 75 people x 10
gpd/person; 3 emp x 25 gpd/emp; 1 carwash bay x 1,200 gpd/bay; 2 bowls x 125 gpd/bowl) at the
connection point(s) indicated on the submitted utility plan for transmission to the McAlpine Creek
Wastewater Treatment Plant; NPDES permit number NC0024970, 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 and sewer system, the ability to provide service for future projects cannot be
guaranteed nor reserved. Connection to the CLTWater and sewer 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 and 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. If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
wi,LU rwto- Azo-L4,
Guillermo Anzola / Engineering Assistant
CHARLOTTE WATER / charlottewater.org
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 chrariottewater.org
02 ) 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: Urban Design Partners
Project Name for which flow is being requested: Mount Holly Apartments
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 14.334
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
69.017
0.03211
83.351
84.2%
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 / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Long Creek 8.5 3.4 4.68 0.965 5.645 -2.245
Paw Creek 10.7
4.28 6.051 1.189 7.24 -2.96
* 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 < O.
Downstream Facility Name (Sewer): Unknown
Downstream Permit Number:
Unknown
Page 1 of 3
FTSE 10-18

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.
Digitally signed by Keri Cantrell
Date: 2022.06.08 16:43:15-04'00' 6/8/2022
Adobe Acrobat version: 2022.001.20117
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 3
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
46.2 % and 5.189 MGD of the Available Capacity (E) in Pump Station
Long Creek and Paw Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
5.189 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Stowe Regional Water Resource Recovery Facility is in design or under construction with
planned completion in 2025
d. The following applies:
; and/or Paw Creek FM Replacement - 2022
Paw Creek Pump Station improvements - 2022
Charlotte Water's Capital Improvement Plan has allocated funds for improvements to the Paw Creek Pump Station Improvements and a new Stowe
Regional Water Resource Recovery Facility ("Stowe Regional'). The design plan is for Stowe Regional to use the Long Creek Pump Station (LCPS)
to house the second stage pumps of its influent pump station. In the short term, LCPS will also continue to house pumps which export flow to Paw Creek PS
("Paw Creek export pumps"). Currently LCPS has 8 MGD of export capacity, which will be increased to 12 MGD (firm) by 1st quarter 2024.
Stowe Regional is under design and expected to come online in early 2026. Before Stowe Regional is brought online, a new headworks and Influent Pumping Station
building wit be constructed adjacent to the LCPS, which will house the first stage influent pumps for Stowe and be the Paw Creek export pumps.
Currently, Long Creek and Paw Creek operate as a combined system with the Long Creek pump station able to transfer flows to flow equalization
tanks during peak flow events and then meter out flow to Paw Creek as conditions allow.
Paw Creek Pump Station was awarded a permit on 8/27/2020 to increase firm pumping capacity to 20 MGD. Construction on this project has begun,
and this project is anticipated to be substantially complete November 2022.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Digitally signed by Keri Cantrell
Date: 2022.06.08 16:43:43 -04'00'
Adobe Acrobat version: 2022.001.20117
Signing Official Signature Date
Page 3 of 3
FTSE 10-18

WATER CALCULATIONS
FOR
MOUNT HOLLY ' PARTMENTS
9900 Mount Holly Rd.
Charlotte, North Carolina 28214
Tribute Companies, Inc
10 S. Cardinal Dr.
Wilmington, NC 28403
Date: 07/19/2022
Revised:
1213 W. Morehead St, STE 450
Charlotte, NC 28214
NCBELS Firm #: P-0418
SC COA #: C-03044
Project No: 21-CLT-083
Calculations By: DJW
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07.19.2022

Mount Holly Apartments
Water Calcs
UDP PROJECT NO: 21-CLT-083
PROJECT LOCATION
9900 Mount Holly Road, Charlotte, NC 28214
PROJECT DESCRIPTION
Tribute Companies Inc is constructing 9 apartment buildings (221 units), a car wash, and an amenity
center for multi -family residential use on the 13.21 acre site. The buildings will be served by a private
sanitary sewer and water main. The private water line connects to an existing water main along Mount
Holly Road and the private sewer line connects to an existing sewer system along Prado Lane near
Sonoma Valley Drive.
This project includes the installation of 14 LF of 8-inch PVC private combined domestic/fire water line
from the meter to the backflow and 42 LF of 1.5-inch PVC private domestic water. An additional 1,840 LF
of 8-inch combined domestic/fire water line, 50 LF of 6-inch fire line, and 254 LF of 1.5" PVC will be
installed to provide water service to the buildings.
The following water model calculations were performed by placing the needed fire flow on the
proposed hydrant plus peak domestic demand from the buildings to verify that a pressure of 20 psi
throughout the water distribution system will be achieved.

Node Diagram

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Hydrant Number:
Station:
Address:
Map X:
Flow Test Data:
Date Tested:
Main Size:
Street Gate Value:
180001
Charlotte Fire Department
Fire Hydrant Flow Request Form
500 Dalton Avenue Charlotte, NC 28206 [phone]
Hydrant Mfg.: WATEROUS
Station 33 Shift: A
1200 STONEYRIDGE DR
(Confirm numeric address is on correct side of street)
-80.9731552 Map Y: 35.29340957
03/23/2022
8
Coefficient Static psi
9 86
48hr High 48hr Low
95 76
Test Remarks
Project Name: Mount Holly Apartments
Project Address: 9900 Mount Holly Rd
Company Requesting: Urban Design Partners
Company Address: 1213 W Morehead St Suite 450 CIt
Name of Contact: Darvin Wilson
Telephone Number: 704-334-3303
Email: [e-mail]
Purpose Of Test: 2 hydrant test; sprinkler design test
Tested By: Adam Cloninger
2nd Hydrant #: 1396609
Test Time: 0509
End Time: 0519
TB - .91
CL—.93
05:09:01
Res. PSI
Type/Owner: PUBLIC
Flow PSI 2 1/2" Flow GPM Flow @ 20Res Flow @ ORes
80 50 1186.45 4331.15 4996.65
48hr Average
85
HydrantPublicRelease Page 1 of 1 Created @ 3/23/2022 1:14:57 PM

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North Carolina Secretary of State Search Results Page 1 of 1
• 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
9900 Mount Holly Road Properties LLC
Information
Sosld: 2367781
Status: Current -Active
Date Formed: 3/3/2022
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Hollis, Robert J.
Addresses
Reg Office Reg Mailing
332 Military Cutoff Road 332 Military Cutoff Road
Wilmington, NC 28405 Wilmington, NC 28405
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 7/22/2022

i
epa ent o the ecreta o ta
To all whom these presents shall come, Greetings:
I, ELAINE F. MARSHALL, Secretary of State of the State of North Carolina, do hereby
certify the following and hereto attached to be a true copy of
ARTICLES OF ORGANIZATION
OF
9900 MOUNT HOLLY ROAD PROPERTIES LLC
the original of which was filed in this office on the 3rd day of March, 2022.
IN WITNESS WHEREOF, I have hereunto set my
hand and affixed my official seal at the City of
Raleigh, this 3rd day of March, 2022.
Scan to verify online.
Certification# C202206108650-1 Reference# C202206108650-1 Page: 1 of 3
Verify this certificate online at https://www.sosnc.gov/verification
Secretary of State