WQ0041056_Application (FTSE)_20190814

RECEIV ' /NC:OF iDWRI
JU 4 01.
Kimley)))Horn WO(
MOORES ILLS REGI NAL. OFFICE
RECEIVED/NCDENR/1 WP'
July 23, 2019
Jfll_ 2 9 i019
NCDEQ: Mooresville Regional Office
Sanitary Sewer Permitting
610 E. Center Ave.
Mooresville, North Carolina 28115
RE: The Exchange - Fast Track Sewer System Extension Application
To whom it may concern,
WQROS
MOORESVILLE REGIONAI.. OFFICE
The referenced project, "The Exchange", is a multifamily development located southeast of the
intersection of North Tryon Street and Matheson Ave, between Chick Godley Road and the on along
the eastern side of Matheson Ave between Chick Godley Road and the Railroad in Charlotte, North
Carolina. The complex will consist of 4 multifamily buildings, 251 units, and accessory structures.
The development will be served by a combination of a new public and private sewer that will tie into
an existing Charlotte Water 27" RCP sewer main located along Little Sugar Creek. Approximately 200
LF of the existing Charlotte Water 27" RCP sewer main will be removed and replaced with 30" DIP
sewer main.
The following documents are enclosed:
• Application
• $480 check
• Flow Tracking/Acceptance Form (Charlotte Water)
• Site Maps (Aerial and Topographic)
Please do not hesitate to contact me by phone or by email at 704-954-7480 orjohn.holcomb(c kim ley-
horn.com should you need any additional information.
Sincerely,
John Holcomb, PE
Kimley-Horn 1200 South Tryon Street, Suite 200, Charlotte, NC 28202
200 South Tryon Street, Suite 200, Charlotte, NC 28202

State of North Carolina
r, r Department of Environmental Quality
` Division of Water Resources
i g
15A NCAC 02T .0300 — FAST TRACK SEWER SYS'FEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: I �LI� (to be completed by MR) 4 nEOEIVED1NCGENR/IDWR
All items must be completed or the application will be returned Y A 2 9 019
I. APPLICANT INFORMATION: GNQROS
1. Applicant's name: BP Noda, LLC. (company, municipality, HOA, utility, etc.) MOORESVILLE REGIONAL OFFICE.
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other —
3. Signature authority's name: R. Brand Morgan per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 3328 Peachtree Road NE, Suite 100
City: Atlanta State: GA Zip: 30326-
5. Applicant's contact information:
Phone number: [phone] Email Address: rbmgbrandproperties.com
II. PROJECT INFORMATION:
1. Project name: The Exchange
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: 35.248' Longitude:-80.814'
5. Parcel ID (if applicable): 08303151
(or Parcel ID to closest downstream sewer)
II1. CONSULTANI' INFORMATION:
1. Professional Engineer: John Holcomb License Number: 035917
Firm: Kimley-Horn and Associates
Mailing address: 200 South Tryon Street, Suite 200
City: Charlotte State: NC Zip: 28202-,.
Phone number: [phone] Email Address: john.holcombna,kimley-horn.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Sugar Creek Permit Number: NCO02437
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ__ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s)(ifapplicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Pagel of 5

u
GENERAL. REQUIREMENTS
I . If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached'?
❑ Yes [:]No NN/A
2. If the Applicant is a Developer of lots to be sold, has a I_)evcl(7l)cr' Opc otion it Ai r ecinew, I 1 QR,\1_ I FV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a I lour:ied1rooc�rtN, Owners Association. h rs an ()latr aticmit 1t'l.ccrr2cnt_0`01Z4I:--I 10A) 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 Horne ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Comrercial % Commercial
_ % Industrial ('v e 1 �A N A 021'()_1 Q�%L2 )
l > Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCA_(' 021 01 14(I}? ❑ Yes ® No
➢ If' Ves,provide a copy of flow ,eduction ay) proval letter
7. Summarize wastewater generated by project:
8
Establishment Type (see 02T.0114(f))
Residential
Pool
Amenity Center
Daily Design Flow a.n
No. of Units
Flow
135 gal/unit
_..............__._.-.__.__.____--._........_...._--.-._
251
33,885 GPD
--
10 gal/person
125
1,250 GPD
50 gal/100 square feet
7000
3,500 GPD
_...�. ..
gal/
..._ .......—
--.
j
GPD
gal/
GPD
gal/
GPD
Total E 38,635 GPD
a See 1.5A NCAC 02T .01 1�1 �)��d�, -f 1) rnld ,!) 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 I5A NC 1C 02 1011 � I shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 38,635 GPD (per l 5A NvC` 1( tlr'T 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02'1'.030.5 & ;ill)(` ((;r,,tvity Sewers):
1. Summarize gravity sewer to be permitted:
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section Ill 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
Vill. PUMP STATION DESIGN CRITERIA (If Applicable)-02T.0305 & ,M1)(' (Pomp Statiows,/Force i,Nlains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: . I.,ongitude: - °
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 (TDFI)
S. Summarize the force main to be permitted (for this Pump Station):
6. Power reliability in accordance with I iA N("i\C 021 030?(hi)(_D:
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(i)(I3);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel 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(t)):
1. Does the project comply with all separations found in Ir1 NC �1C; tl_'1 .O'�i)�(1)_cAt�) ® Yes ❑ No
➢ 15A NCAC 02T.0305(t) contains minimum Separations that shall be provided for sewer s�,stcros:
— ._ _...- _ ._ _
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 Iines (horizontal - reclaimed over sewer) 2 feet
t
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
j Class 11 impounded reservoirs used as a source of drinking water 100 feet
___ - ...._... ...-_�w___. ___.._.,_ _,_..__. __...._
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, I1QW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2) 50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches 10 feet
Any uilding foundation —�_ 5 feet
Any basement 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainagsystems and interceptor drains 5 feet
Any swtmrnmgpgols_ 10 feet W
_ __.-_._ ---___ . .- ; .
Final earth grade_(yertieal) 36 inches
➢ 1 5A N('AC' 0? f.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surf tce Waier (1 ssiftc uions vyebf><lge
➢ If noncompliance with tt 7 I Q_+tl t tl �of.,t �,m 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
A No variance is required if the alternative design criteria specified is utilized in design and construction
A 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 N("A(' 021.3 0100" ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
A Information can be obtained from the 401 Buller I'c3-iniii6w kranch
5. Does project comply with 115A NCAC 0022T.010.5( f),((�) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02 .0I05 c (> , 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 N�C�AC 02'1 .0,402. "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
➢ lfyes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Desitni Criteria for the Permitting of Pump Stations
and Force Mains (latest versioti)and the Gravity Sewer Mi4iini mi Design Criteria (latest version l as applicable?
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, John Holcomb attest that this application for
(Professional Engineer's name from Application Item I11.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, 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,
North Carolina Professional Engineer's seal, signature, and date:
~_••pF� �oy•y
.f
9 1 ;
'I1 •0. SEAL_ Yr . _
I1�: 035917 ;
✓ " ��' ° 90
Applicant's Certification per 15A NCAC 02T .0106(b):
(S
Authority's name & title from Application Item T.3.)
attest that this application for
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 143-215.6A 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: l
FORM: FTA 04-16 Page 5 of 5

CHARLOTTE
W6TER
February 8, 2019
Mr. John Holcomb
Kimley-Horn and Associates, Inc
200 South Tryon Street
Suite 200
Charlotte, NC 28202
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
THE EXCHANGE
255 MATHESON AVENUE, CHARLOTTE, NC
CLTWATER TRACKING# 2019864
After an analysis of the sanitary sewer system associated with the proposed design of project
2019864, THE EXCHANGE, it was determined that there is sufficient capacity to accommodate the
proposed sewer flow of 38,635 gallons per day (251 units x 135 gal/unit; 7,000 sf x 50 gal/100 sf,
125 persons x 10 gal/person) at the connection point(s) indicated on the submitted utility plan for
transmission to the Sugar Creek Wastewater Treatment Plant; NPDES permit number NC0024937,
for treatment. This acceptance of flow is based on the existing capacity of the designated publicly
owned treatments works. Please see attached NC DEQ flow tracking 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 NC DENR. However,
CLTWater cannot guarantee a constant pressure or quality of flow.
CLTWater does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, 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 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 U years of issuance of this flow acceptance; and payment for any service connectionLss)
have not been received within two L2) years of issuance of this flow acceptance 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,
4! W&ta .P.t-mz, Avuz&Ux,
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
?? operated by the City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Kim ley -Horn and Associates
Project Name for which flow is being requested: The Exchange
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.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit #: NCo024970, NC0024945, NCO024937
All flows are in MGD
c. WWTP facility's permitted flow 99.0
d. Estimated obligated flow not yet tributary to the WWTP 13.13
e. WWTP facility's actual avg. flow 69.192
£ Total flow for this specific request 0.038635
g. Total actual and obligated flows to the facility 82.36
h. Percent of permitted flow used 83.2%
I1. 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 / pfl, 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): Upper Little Sugar Creek Trunk
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Keri Cantrell certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any
capacity related sanitary sewer overflows or overburden any downstream pump station en route to the
receiving treatment plant under normal circumstances, given the implementation of the planned
improvements identified in the planning assessment where applicable. This analysis has been performed
in accordance with local established policies and procedures using the best available data. This
certification applies to those items listed above in Sections I and II plus all attached planning assessment
addendums for which I am the responsible party. Signature of this form certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposed new
wastewater.
Signing Official Signature
Chief Engineer
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

USGS Topographic Map — The Exchange
Produced by the United States Geological Survey
Ilorth American Datum of 1983 (1"83)
World Geodetic System of 19841WG584). Projection and
1 000-meter grid: Universal Transverse Mercator, Zone 175
10 000-foot ticks: North Carolina Coordinate System of 1983
This map is not a legal document. Boundaries may be
generalized for this map scale. Private lands Within government
reservations may not be shorn. Obtain permission before
entering private lands.
Imagery .................................................. NAIP, June 2014
Roads ................................ U.S. Census Bureau, 2015 - 2016
flames..........................................................Gills, 2016
Hydrography ....................National Hydrography Dataset, 2014
Contours............................National Elevation Dataset, 2008
Boundaries. ........... Multiple sources; see metadata file 1972 - 2016
Wetlands ......... RVS National Wetlands inventory 1977 - 2014
i'
r x
r" �+
{.h
TE LOCATION {
.:may
t7 g
i
.r
A' Hie
Mon-i
ROAD CLASSIFICATION
Expressway Local Connector
Secondary Hwy Local Road
Ramp 4WD ------
IN Interstate Route 0 US Route 0 State Route

North Carolina Secretary of State Search Results
Page 1 of 2
• 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
BP NODA, LLC
Information
Sosld: 1726862
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 7/13/2018
State of Incorporation:
GA
Registered Agent: CT Corporation System
Addresses
Reg Office Reg Mailing Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200 3328 Peachtree Rd NE, Ste. 100
Raleigh, NC 27615 Raleigh, NC 27615 Atlanta, GA 30326
Principal Office
3328 Peachtree Rd NE, Ste. 100
Atlanta, GA 30326
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Chief Executive Officer
Richard Morgan
3328 Peachtree Rd., NE, Suite 100
Atlanta GA 30326
https://www.sosnc.gov/online--services/search/Business Registration Results 7/29/2019

Central Files: APS _ SWP _
8/14/2019
Permit Number WQ0041056
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
38,635
Facility
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
The Exchange Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name
BP Noda LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
R Brand Morgan
3328 Peachtree Rd Ne
Atlanta GA 30326
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
8/14/2019 7/29/2019
8/14/2019 8/14/2019
Regulated Activities
Requested /Received Events
Apartment complex
Additional information requested
Wastewater collection
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin