WQ0040576_Application (FTSE)_20190206

Gi A an 405'74
Fast Track Sewer Extension Cover Letter
'.;ENEDMCDENRIDWR
Project: Middleburg Apartments
Mecklenburg County
City of Charlotte, NC
Project#: NCC 172152
Date: January 3, 2019
JAN 11 2019
WQROS
MOORESVILLE REGIONAL OFFICE
As part of the Fast Track Sewer Application for Gateway University Apartments, it is required that a
Cover Letter accompany the application.
This project will include the construction of a subdivision into 2 multi -family parcels within the City of
Charlotte, NC. This development will include 4 multi -family buildings with 309 units. The proposed
public sanitary sewer system will re-route the existing sanitary line running through the site as well as
connecting the separated parcel to the system. The required flow allocation for this project is 44,525
GPD.
This package includes the information listed below in order to permit the project described above for a
public sewer main extension.
• Sewer FTA/FTSE Applications
• Application Fee ($480)
• Sewer Extension Plans
• Vicinity Maps
• Flow Tracking Form
Please feel free to contact this office at 980-272-3400 if you have any questions or need further
clarifications.
Professional Engineer: Rad Hudson, PE

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
ISA NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources In I F7'A 04-16 & SUPPORTING DOCUMENTATION
Application Number: 60040-'T1, (tobecompletedbyDWR)
JAN 11 2019
All items must be completed or the application will be returned WOROS
1. APPLICANT INFORMATION: MOORESVILLE REGIONAL OFFICE
I. Applicant's name:M ivcr i LL (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual C rporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal S tc/ y El Municipal ❑ Other
3. Signature authority's name: a per 15A NCAC 02T .0106(b)
Title: VP-DEVELOPEMENT
4. Applicant's mailing address: 1921 Gallows Road, Suite 700
City: Vienna State: VA Zip: 22182-
5. Applicant's contact information:
Phone number: (101) 291-D300 Email Address: djvanslambrookC&.Iivemiddlebarg coin
IL PROJECT INFORMATION:
I. Project name: Middleburg Apartments
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00_ and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00_
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: .284° Longitude: -80.759°
5. Parcel ID (if applicable): 04914120
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I. Professional Engineer: Rad Iludson. PE License Number: 039258
Firm: Bohler En ine ring NC. PLLC
Mailing address: 1927 S Tryon St. Suite 310
City: Charlotte State: hLC Zip: 28203
Phone number: (9$) 272-3j00 Email Address: rhudsonnn.bohlercnP corn
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
I. Facility Name: Mallard Creek Wastewater Treatment Plant Permit Number: NCO030210
Owner Name:
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W%VTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: _ inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Namc(s): _
FORM: FTA 04-16 Page I 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 en rs Operational Agreement (FORM: DEV) been attached?
❑ Yes ®No ❑N/A
3. If the Applicant is a Home/Property Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
® Yes ❑No ❑N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
® Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ® Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
S. Nature of wastewater: 100 % Domestic/Commercial _% Commercial
_ % Industrial (Sce 15A NCAC 02T.0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 140)? []Yes ❑No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 911.01140
Daily Design Flow qb
No. of Units
Flow
SEE ATTACHED CALCS
gay
GPD
gay
GPD
gay
GPD
gay
GPD
gay
GPD
gal/
GPD
Total
GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per ISA NCAC 02T.01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 44.525 GPD (per 15A NCAC 02T.01 14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): _
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
1145
PVC
6"
105
PVC
➢ Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _ gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(1_ji (1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T ,0305(h)(1)(B),
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
D It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T .0305(Q):
1. Does the project comply with all separations found in 15A NCAC 021.0305(n & (e)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be nrovided for sewer systems:
/�/ M
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS -I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS -I or WS -V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item 1X.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any switanningpools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
D If noncompliance with 02T.0305(fl or (e). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes []No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .02007 ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(e)(6) (additional permits/certifications)? ® Yes ❑ No
Per ISA NCAC 02T.0105(c)(61, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high-priority?"
Per 15A NCAC 02T.0402, "high-priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority tines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Punil2 Stations
and Force Mains (latest version). and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supportine documents
2. Professional Engineer's Certification: I�P _—
I. i
(Professional Engineer's name from Application
that this application for
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. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE – In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
q I SEAL =
it 039258 =
3. Applicant's Certification per 15A NCAC 02T .0106(b):
that this application for
name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE – In accordance with G� craI Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, cerci ation in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exeeA10,0 as well as civil penalties up to $25,000 per violation.
FORM: FTA 04-16 Page 5 of 5

Middleburg Capacity Assurance 02/12/2015
Qty
Contributing Use
Daily Unit Flow
Units
Minimum
Daily Flow
(gpd)
315
Dwelling Units
135
gpd/dwelling unit
42525
20
100 SF of Fitness Center
50
gpd/100 SF
1000
50
Swimming Pool
10
gpd/person
500
20
Clubhouse
25
gpd/employee/shift
500
Totall
44525

CHARLOTTE
W,)TER
March 8, 2018
Mr. Rad Hudson
Bohler Engineering
1927 South Tryon St
Suite 310
Charlotte, NC 28203
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
MIDDLEBURG APARTMENTS
NORTH TRYON STREET, CHARLOTTE NC
CLTWATER TRACKING# 2018306
After an analysis of the sanitary sewer system associated with the proposed project 2018306,
MIDDLEBURG APARTMENTS, it was determine that there is currently sufficient capacity to
accommodate the sewer flow of 44,525 gallons per day (315 apartment units x 135 gpd/unit; 50
person pool x 10 gpd/person; 2,000 ft' fitness center x 50 gpd/100 ft2; 20 employees x 25
gpd/employee) at the connection point(s) indicated on the submitted utility plan for transmission to
the Mallard Creek Wastewater Treatment Plant; NPDES permit number NCO030210, for treatment.
This acceptance of flow is based upon the existing capacity of the designated publicly owned
treatments works. Please see the attached NCDEQ FTSE form.
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.
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 accented on a first come first served basis.
The applicant should understand that this letter is not authorization to construct private water or
sewer systems, as the appropriate local or State permits are required prior to construction. If the
approval shall be rescinded and a new flow acceptance study must be made. If you have any
questions, you may contact me at [phone].
Sincerely,
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 Chailottewater.org
,A Operated bythe City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Bohler Engineering NC, PLLC
Project Name for which flow is being requested: Middleburg Apartments
More than one FTSE maybe required for a single project if the owner of the AfiVTP is not responsible for al! pump
stations along the route of the proposed wastewaterf(ow.
I. Complete this section only if you are the owner of the wastewater treatment plant
a. WWTP Facility Name: Mallard Creek WWTP
b. WWTP Facility Permit #: NCO030210
Alf flows are in MGD
c. WWTP facility's permitted flow 12.00
d. Estimated obligated flow not yet tributary to the WWTP 0.228
e. WWTP facility's actual avg. flow 9.58
f. Total flow for this specific request 0.44
g. Total actual and obligated flows to the facility 10.25
h. Percent of permitted flow used 85.4
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 Average Daily
Approx. Not Yet Total Current
Station Firm Flow**
Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf),
Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD
MGD MGD Flow Capacity***
* The Finn Capacity 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 (pl) not less than 2.5.
*** 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): Annexation Area 1 (1978)
Downstream Permit Number: 5043
Page I of 2
FTSE 04-16

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 1 and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Page 2 of 2
FTSE 04-16

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Bohler Engineering NC, PLLC
Project Name for which flow is being requested: Middleburg Apartments
More than one FTSE niay 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.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Mallard Creek WWTP
b. WWTP Facility Permit #: N00030210
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
A11 flows are in MGD
12.0
0.86
9.88
0.045
10.58
88.2
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 / pi),
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): Annexation Area 1 (1978)
Downstream Permit Number: 5043
Page I 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.
KA., 1/30/2019
Signing Official Signature
Chief Engineer
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

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North Carolina Secretary of State Search Results
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Limited Liability Company
Legal Name
Mosby University City, LLC
Information
Sosld: 1776395
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 11/29/2018
State of Incorporation:
DE
Registered Agent: CT Corporation System
Addresses
Reg Office Reg Mailing Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200 1921 Gallows Road Suite 700
Raleigh, NC 27615 Raleigh, NC 27615 Vienna, VA 22182
Principal Office
413 S Sharon Amity Road Suite a
Charlotte, NC 28211
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
littps://www.sosnc.gov/online_services/searchlBusiness_Registration_Results 1/11/2019

Permit Number WQOO4O576
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SW Rule
Permitted Flow
44,525
Facility
Central Files: APS _ SWP
2/5/2019
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Middleburg Apartments Minor Mooresville
Location Address County
Mecklenburg
Owner
Owner Name
Mosby University City LLC
Dates/Events
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Dale Vanslambrook
1921 Gallows Rd
Vienna VA 22182
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
2/4/2019 1/11/2019 2/4/2019 2/4/2019
Regulated Activities Requested /Received Events
Apartment complex Additional information requested 1/23/19
Wastewater collection Additional information received 2/1/19
Outfall
Waterbody Name Streamindex Number Current Class Subbasin