WQ0040302_Application (FTSE)_20181004

URBAN
TRANSMITTAL DES 1 G N
PARTNERS
To: NCDEQ Date:
Mooresville Regional Office
610 East Center Ave., Ste 301
Mooresville, NC 28115
Phone:
Fax:
1318 a-6 central avenue P 704.334.3303
charlotte, nc 28205 F 704.334.3305
RECEIVWNCDVNAOWR
SEP 242018
wOROS
MOORESVILLE REGIONAL OFFICE
9/20/2018
Project NoDa 40
Name:
Project No: 16-041
Transmitted Via:
Action:
®
UPS Ground
M
For Approval
❑
Courier
❑
For Your Use
❑
Hand
❑
As Requested
❑
Mail
❑
For Review & Comment
❑
Fax
❑
For Signature
Number
Date
Description
1
Original and Copy Application & Supporting Docs
1
Cover letter
1
Fast Track (For FTA 04-16) Application (completed &
executed
1
Site Maps- Topo and Street Level
2
Flow Tracking Acceptance Form
Comments
Please let me know if you have any questions.
Brian D. Smith, P.E.
Cc:

URBAN
TRANSMITTAL D E S I G N
PARTNERS
To: NCDEQ Date:
Mooresville Regional Office
610 East Center Ave., Ste 301
Mooresville, NC 28115
1318 a-6 central avenue P 704.334.3303
charlotte, no 28205 F 704.334.3305
RECEIVISbINC60413111WR
SEP 2 4 2018
WQAOs
MOORESVILLE REGIONAL OFPICE
9/20/2018
Phone: Project NoDa 40
Name:
Fax: Project No: 16-041
Transmitted Via: Action
®
UPS Ground
®
For Approval
❑
Courier
❑
For Your Use
❑
Hand
❑
As Requested
❑
Mail
❑
For Review & Comment
❑
Fax
❑
For Signature
Number
Date
Description
1
Original and Copy Application & Supporting Docs
1
Cover letter
1
Fast Track (For FTA 04-16) Application (completed &
executed
1
Site Maps- Topo and Street Level
2
Flow Tracking Acceptance Form
Comments
Please let me know if you have any questions.
Brian D. Smith, P.E.
Cc:

TRANSMITTAL
U R B A N
DESIGN
PARTNERS
To: NCDEQ
Mooresville Regional Office
610 East Center Ave., Ste 301
Mooresville, NC 28115
Phone: Click here to enter text.
Fax:
Transmitted Via:
®
UPS Ground
❑
Courier
❑
Hand
❑
Mail
❑
Fax
1318 a-6 central avenue P 704.334.3303
charlotte, no 28205 F704.334.3305
JUN
2018
WQROS
MOORESVILLE REGIONAL
Date: 6/27/2018
itECEIVEDINCD ENRIDW R
SEP 2 4 2018
Project NoDa 40
Name: WQROS
Project No: 16-041 MOORESVILLE REGIONAL OFFICE
Action:
®
For Approval
❑
For Your Use
❑
As Requested
❑
For Review & Comment
❑
For Signature
Number
Date
Description
1
Original and Copy Application & Supporting Docs
1
Cover letter
1
Fast Track (For FTA 04-16) Application (completed &
executed
1
Site Maps- Topo and Street Level
Comments
Please let me know if you have any questions.
Brian D. Smith, P.E.
Cc:

Re: NoDa 40
UDP Project No: 16-041
Charlotte Water Tracking #20171107
To Whom it May Concern,
Below is a summary of items included in this application package.
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
urbandesign partners.com
j(ji�4 8 2018
MOORESVILLE REGICi4l.OFFICE
MCEIVEOMCDENRIDWR
SEP 24?018
WOROS
MOORESVILLE REGIONAL OFFICE
Per the documents below, we are permitting an apartment community, with a proposed average
daily wastewater flow of 5,400 gallons per day. (40 units x 135 gpd/unit).
A. One original and one copy of Application and Supporting Documents
B. Cover Letter
C. Application Fee
D. Fast Track (Form FTA 04-16) Application (Completed and executed).
E. Flow Tracking/Acceptance Form - N/A
F. Site Maps
1. 8.5 -inch x 11 -inch color copy of a USGS Topographic Map.
2. Street level map showing general project area and receiving WWTF.
I believe that we have addressed all the application items sufficiently. If you have any questions,
please feel free to give me a call.
5@2
mith,P.E.
Partner
Urban Design Partners
f.IV11 FNnINFFFINn 1 CNn PI ANNINr,
Date: June 26, 2018
To: NCDEQ
U R B A N
Mooresville Regional Office
DESIGN
PARTNER=
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Re: NoDa 40
UDP Project No: 16-041
Charlotte Water Tracking #20171107
To Whom it May Concern,
Below is a summary of items included in this application package.
1318-e6 central ave. P 704.334.3303
charlotte, nc 28205 F 704.334.3305
urbandesign partners.com
j(ji�4 8 2018
MOORESVILLE REGICi4l.OFFICE
MCEIVEOMCDENRIDWR
SEP 24?018
WOROS
MOORESVILLE REGIONAL OFFICE
Per the documents below, we are permitting an apartment community, with a proposed average
daily wastewater flow of 5,400 gallons per day. (40 units x 135 gpd/unit).
A. One original and one copy of Application and Supporting Documents
B. Cover Letter
C. Application Fee
D. Fast Track (Form FTA 04-16) Application (Completed and executed).
E. Flow Tracking/Acceptance Form - N/A
F. Site Maps
1. 8.5 -inch x 11 -inch color copy of a USGS Topographic Map.
2. Street level map showing general project area and receiving WWTF.
I believe that we have addressed all the application items sufficiently. If you have any questions,
please feel free to give me a call.
5@2
mith,P.E.
Partner
Urban Design Partners
f.IV11 FNnINFFFINn 1 CNn PI ANNINr,

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DIvlslon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: WQ00 V—;02.(to becompleted byDWR) t4ECEIVEOINCOENRIDWR
All items must be completed or the application will be returned SEP 2 4 2018
I. APPLICANT INFORMATION: WQROS
1. Applicant's name: Gateway Communities NC, 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: Dave Ransenberg per 15A NCAC 02T .0106th) REC VEDINCDENRIDWR
Title: President/Owner
Jll 2 8 2018
4. Applicant's mailing address: 6701 Carmel Road, Suite 118
City: Charlotte State: NC Zip: 28226-3983 WOR
MOORESVILLEREGI ALOFFICE
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
U. PROJECT INFORMATION:
1. Project name: NoDa40
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Pernut/Project
If a modification, provide the existing permit number: W000 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: 35.425585° Longitude: -80.811735°
5. Parcel ID (if applicable): 083-031-45
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Brian D. Smith License Number: 27890
Fitnt: Urban Design Parners, nllc
Mailing address: 1318-c6 Central Avenue
City: Charlotte State: NC Zip: 28205-5052
Phone number: [phone] Email Address: briangurbandesignpariners.cont
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: Sugar Creek W WTP Permit Number: NPDES NCO024937
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) (if applicable): WQCS_
Owner Nante(s):
FORM: FTA 04-16 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 Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Honte/Properiv Owners' Association, lips 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)
5. Nature of wastewater: 100% % Domestic/Commercial %conunercial
%Industrial (See 15ANCACO2T.0103(20))
L---> Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 221.01140
Daily Design Flow ss
No. of Units
Flow
Residential Leased
135 gal/unit
40
5,400 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
5,400 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 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 establislunents 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: 5 400 GPD (per 15A NCAC 02T.0114)
➢ 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 penuitted in subsequent pennits 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 (►f Applicable) -02T.0305& MDC (Gravity Scuers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
6
43
PVC
8
201
PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains infornnation 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(h)(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):
➢ 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(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g)
)o 15A NCAC 02T.0305 contains minini un separations that shall be provided for sewer systems:
® Yes ❑ No
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 -1 or WS -V), B, SA, ORW, HQW, 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 building foundation
5 feet
Any basement
10 feet
Top slope of embanlnnent 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
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T,0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboaae
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ 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 all setbacks found in die river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Penuit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related pemnits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), 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 pernnits (erosion and
sedimentation control plans, stonnwater 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 streanrbanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
➢ If yes, include an attaclnnent 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:
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, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. _Approval of the request is reauired prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
SMtzkl
(Professional Engineer's name from Application Item
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. 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 $ I0,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
4 ..........e: ,�,.
14/V D i'Db`2j.18
3. Appkant's Certification per 15A NCAC 02T .0106(6):
that this application for
name & title from
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.
1�)J-Signature: Date:
FORM: FTA 04-16 Page 5 of 5

i
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: Urban Design Partners
Project Name for which flow is being requested: NoDa40
More than one FTSE may be required for a single project ifthe owner of the WWTP is not responsiblefor 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: Irwin/Sugar/McAlpine
b. WWTP FacilityPermit #: Nc0024945, Nco024937, Nco024970
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
It. Percent of permitted flow used
All,/lows are in MGD
99.0
12.441
63.767
0.005
76.208
77.0%
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 Firm 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 (pf) 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): Unknown
Downstream Permit Number: Not applicable
Page 1 of 6
FTSE 04-16

CHARLOTTE
W()TER
August 7, 2017
Mr. Josh Peeler
Urban Design Partners
1318—E6 Central Ave
Charlotte, NC 28205
SUBJECT: CAPACITY ASSURANCE REVIEW
NODA40
2717 N BREVARD STREET, CHARLOTTE NC
CLTWATER TRACKING# 20171107
A capacity assurance review of the subject project has been completed and the following has been
determined:
After an analysis of the sanitary sewer associated with the proposed design of project 20171107, Noda40,
it was determined that there is sufficient capacity to accommodate the proposed average daily flow of
5,400 gallons per day (40 units x 135 gpd/unit) at the connection point(s) indicated on the submitted
utility plan from this project 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.
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 NCDENR. 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 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 appropriate
authorization to construct permits are not obtained and construction has not started within one (1) vem
of issuance of this capacity assurance review and payment for any service connection(s) has not been
received within (1) year ofissitance of this capacity assurance review, this capacity assurance approval
shall be rescinded and a new capacity assurance review must be made. If you have any questions, please
do not hesitate to contact me at [phone] or Jonathan Beam at [phone].
Sincerely,
Gwendolyn Banner
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 tharlottewatecorg
A Operated by the City of Charlotte

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North Carolina Secretary of State Search Results
Page I of 2
• File an Annua! Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online
Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Limited Liability Company
Legal Name
Gateway Communities NC LLC
Prev Legal Name
Catherine 36 Apartments LLC
Information
Sosld: 1312010
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 4/10/2013
Fiscal Month: December
Registered Agent: Ransenberg, David
Addresses
Mailing
6701 Carmel Road, Suite 118
Charlotte, NC 28226-3953
Reg Mailing
6701 Carmel Road. Suite 118
Charlotte, NC 28226-3953
Company Officials
Principal Office
6701 Carmel Road, Suite 118
Charlotte, NC 28226-3953
Reg Office
6701 Carmel Road, Suite 118
Charlotte, NC 28226-3953
All LLCs are r iaw ged by their managers pursuant to N.C.G.S. 57D-3-20.
htips://www.sosnc.gov/online_services/search/Business_Registi-ation_]Zesults 6/28/2018

North Carolina Secretary of Slate Search Results
Managing Member
Doug R. Levin
6701 Carmel Road Suite 118
Charlotte NC 28226
Manager
David Ransenbeg
6701 Carmel Road, Suite 118
Charlotte NC 28226
Page 2 of 2
https://wviw.sosne.gov/online_services/search/Business_Registration_Resulis 6/28/2018

Central Files: APS _ SWP _
10/4/2018
Permit Number WQ0040302
Permit Tracking Slip
Program Category
Status
Project Type
Non -discharge
Active
New Project
Permit Type
Version
Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
1.00
Individual
Primary Reviewer
Permit Contact
Affiliation
barry.love
Coastal SWRuIe
Permitted Flow
5,400
Facility
Facility Name
NoDa40
Location Address
Matheson Ave
Charlotte
Owner
Owner Name
Gateway Communities NC LLC
Dates/Events
NC 28226
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Dave Ransenberg
6701 Carmel Rd
Charlotte NC 28226
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
10/4/2018 9/24/2018
10/4/2018 10/4/2018
Regulated Activities
Requested /Received Events
Apartment complex
Additional information requested
Wastewater collection
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin