WQ0040506_Application (FTSE)_20181219

drDESIGN
RESOURCE
I'
TRANSMITTAL
Date: December 17, 2018
To: Barry Love
NCDEQ
610 E. Center Ave, Suite 301
Mooresville NC 28115
Reference: Private Sewer- Revised Documents
Job* 278-031 Charter- Selburn Apartments
Geneva,
RECEIVED/NCDENR/DWR
lkc"I82018
WOROS
MOORESVILI.P RFGIONAL OFFICE
Enclosed are the revised capacity assurance letter and FTSE from Charlotte Water. Please find the
following for the above referenced project and include with our first submittal made November 27, 2018:
Quantity
Date
Description
1
12.17.18
Revised Capacity Assurance Letter
1
12.17.18
Revised FTSE
If you have any questions or require any additional information, please let me know. You can contact me
at 704.343.0608.
Sincerely,
DESIGN RESOURCE GROUP, PA
Amy Williamson
Associate
2459 Wilkinson Boulevard, Suite 200
Charlotte, NC 28208
®
704.343.0608
www.drgrp.corp.com

drDESIGN
RESOURCE
GROUP
November 27, 2018
NCDEQ — Division of Water Resources
Winston-Salem Regional Office
450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
NCD epartment of
Environmental Quality
Received
DEC 0 4 2018
Winston-Salem
Regional Office
RECEIVED/NCDENRIDWR
DEC -6 2018
WQROS
MOORESVILLE REGIONAL OFFICE
RE: Selburn Apartments
Fast -Track Application for Private Gravity Sewer Collection System
Dear Sir/Madam:
Enclosed, please find enclosed the Fast Track Application Package for a private gravity sanitary
sewer system to serve the proposed Selburn Apartments located in Charlotte, North Carolina.
The enclosed submittal package includes the following:
• Application Form (FTA 04-16) (1 original)
• Application Form (FTA 04-16) (1 copy)
• Application Fee ($480 Check)
• Flow Tracking/Acceptance Form (CLTWATER TRACKING #20181074)
• USGS Topo/Street Level Map Exhibits
If any additional information is needed to process this request, please do not hesitate to contact
me at directly 704.343.0608.
Sincerely,
Design Resource Group, PA
Amy Williamson
Associate
%'tt N r C III left,,
..... <
* CORPORATE'':,
SEAL
o C-95 Q
C-2165
' NCBELS ¢'
2455 Wilkinson Boulevard, Suite 200
Charlotte, INC 28206
704.34?.0608

drDESIGN
RESOURCE
GROUP
November 27. 2018
NCDEQ — Division of Water Resources
Winston Salem Regional Office
450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105
N C Department of
Environmental Quality
Received
DEC 0 4 ?Ulu
Winston-Salem
Regional Office
RECEIVED/NCDENR/DWR
RE: Selburn Apartments
Fast -Track Application for Private Gravity Sewer Collection System
Project Narrative:
DEC -6 7.01P
WOROS
MOORESVILLE REGIONAL OFFICE
Please find enclosed the Fast Track Application Package for a privately -owned gravity sewer
system. This private sewer will be owned by Charter Properties and serve the Selburn
Apartments project, a proposed 13 building apartment complex with 395 units, pool, and
clubhouse. This project is located in Charlotte, North Carolina. The City of Charlotte will accept
and treat the wastewater discharge generated by the proposed development. The flow
acceptance letter from the City of Charlotte is included with this application package. All flow for
this project will be permitted under this private application.
If any additional information is needed to process this request, please do not hesitate to contact
me at directly 704.343.0608.
Sincerely,
Design Resource Group, PA
Amy Williamson
Associate
` + SEAL
E oi C-95
m ' C-2165 ,
NCBELS
'oy .. •
2459 Wilkinson Boulevard, Suite 200
Charlotte, NC 28208
704.343.0608
www.drgrp.com

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
,, '\ ',,^^ R
IIV`Il1/
Application Number: WL/050L (to be completed byDWR) DEC m6 2018
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Charter Properties. Inc. (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Phil Vetter per 15A NCAC 02T .0106(b)
Title: VP of Construction Services
4. Applicant's mailing address: 1520 South Blvd, Suite 215
City: Charlotte State: NC Zip: 28203-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
WOROS
MOORESVILLE REGIONAL OFFICE
❑ Privately -Owned Public Utility
❑ Other
NC Department of
Environmental Quality
Received
DEC 0 4 2018
IL PROJECT INFORMATION:
I. Project name: Selburn Apartments
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/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: W000
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.339. Longitude: -80.744°
5. Parcel ID (if applicable): 02902124
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Matthew Mobley License Number: 034267
Firm: Design Resource Group, P.A.
Mailing address: 2459 Wilkinson Blvd. #200
City: Charlotte State: NC Zip: 28208 -
Phone number: [phone] Email Address: matthew@drg_rp.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Mallard Creek Wastewater Treatment Plant Permit Number: NCO030210
Owner Name: City of Charlotte
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 Name(s):
Winston-Salem
ReZional office
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 Aereement (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)
5. Nature of wastewater: 100 % Domestic/Commercial 0 % Commercial
0 % Industrial (See 15A NCAC 02T.0 103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 14(f)? ❑ Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f6
Daily Design Flow a.s
No. of Units
Flow
Apartment Units
135 gal/unit
359
48465 GPD
Clubhouse
50 gal/100 sf
6657 sf
3329 GPD
Pool
10 gal/person
150 people
1500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Tota!
53294 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(H 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 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: 53294 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 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
6 2658.19 PVC
➢ 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 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 & ISA NCAC 02T.0305(0):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(8 & (g)
➢ 15A NCAC 02T.0305(8 contains minimum separations that shall be orovided for sewer systems:
® Yes ❑ No
Setback Parameter*
Se aration 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 -1 waters of Class I or
Class 11 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 embankment or cuts of 2 feet or more vertical height
10 feet
Drains e s stems and interceptor drains
5 feet
An swimminpools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ 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 the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ❑ Yes ® No
➢ Wetland -related permits 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 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.04021 "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
➢ 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 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 Desien Criteria for the Permittine of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Desien Criteria latest version as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required nrlor to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
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 143-215.6[3, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Clggs 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violatioll- // / 1�r
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Au_ VEtt'61'c r Vf of <e0TV,cE5
name & title from Application Item 1.3.)
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. 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 143-215.68 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: _.. _ t/ ~ - _ Date: t I /z -
FORM: FTA 04-16 Page 5 of 5

RECEIVED/NCDENR/DWR
DEC 18 2018
State of North Carolina
WOROS
Department of Environmental Quality
MOORESVILLE REGIONAL OFFICE p Division of Water Resources
' a Flow Tracking for Sewer Extension FTSE Applications
10-18)
"bh4slon of Water Resources
Entity Requesting Allocation: Design Resource Group
Project Name for which flow is being requested: Selbum Apartments
More than one FTSE may be rep ons along sintilegoute of the proposedowner
of tlhe wWTP o s not responsible for all pump
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTPFacilityName: Mallard Creek WWTP
b. W WTP Facility Permit #: Nc----2-5 Anjou s are in MGD
12.5
c. W WTP facility's permitted flow 5087
d. Estimated obligated flow not yet tributary to the W WTP 167
e. W WTP facility's actual avg. flow 9 9.053
f. Total flow for this specific request
g. Total actual and obligated flows to the facility 10.09
h. Percent of permitted flow used
11. 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 W WTP:
(B)
(C)
(DHB+C)
Obligated,
Design
Pump
Pump
Station
Average
Finn Daily Flow"
Station
(Name or
Permit
Capacity, " (Firm / pf),
Number)
No.
MGD MGD
(B)
(C)
(DHB+C)
Obligated,
Approx.
Not Yet
Total Current
Current
Tributary
Flow Plus
Avg. Daily
Daily Flow,
Obligated
Flow, MGD
MGD
Flow
(E)=(A-D)
Available
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 W WTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Stoney Creek Tributary to Mallard Creek Church Road
Downstream Permit Number: Unknown
Page I of 6
FTSE 10-18

Ill. 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 11 plus all attached planning assessment
addendums for which 1 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 Upciai srgnarure
Chief Engineer
Title of Signing Official
12/14/2018
Page 2 of 6
FTSE 10-18

OiECEIVED/NCD E NR/D WR
CHARLOTTE DEC 18 Jp)g
W TER MOORESVILLE RR� ONAL OFFICE
December 17, 2018
Ms. Amy Williamson
Design Resource Group
2459 Wilkinson Boulevard Ste. 200
Charlotte, NC 28208
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
SELBURN APARTMENTS
1310 WEST MALLARD CREEK CHURCH RD, CHARLOTTE NC
CLTWATER TRACKING# 20181074
After an analysis of the sanitary sewer system associated with the proposed design of project
20181 074,Sel burn Apartments, it was determine that there is currently sufficient capacity to
accommodate the sewer flow of 53,294 gallons per day (359 units x 135 gpd/unit) 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
If you have any
you may contact me at (704) 336-1
Sincerely,
9"add" Sawf"
Gwendolyn Banner
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
Operated bythe City of Charlotte

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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 an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Business Corporation
Legal Name
Charter Properties, Inc.
Information
Sosld: 0027001
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 11/5/1970
Fiscal Month: December
State of Incorporation:
SC
Registered Agent: Kaylor, Joseph E.
Addresses
Principal Office
1520 South Blvd Ste 215
Charlotte, NC 28203
Mailing
PO Box 37166
Charlotte. NC 28237
Officers
Chairman of the Board
Elliott S. Close
104 E Springs Street
Lancaster SC 29721
Reg Office
1520 South Blvd Ste 215
Charlotte, NC 28203
Vice President
Kevin E. Cox
1520 South Blvd Ste 215
Charlotte NC 28203
Reg Mailing
1520 South Blvd Ste 215
Charlotte, NC 28203
Secretary
Harry B. Emerson
104 E Springs Street
Lancaster SC 29721
https://www.sosne.gov/online_services/search/Business_Registration_Results 12/6/2018

North Carolina Secretary of State Search Results
Vice President
Kim Fallon
1520 South Blvd Ste 215
Charlotte NC 28203
Vice President
J Mark Little
1520 South Blvd Ste 215
Charlotte NC 28203
Stock
Class: 99 SEE CERT
Shares: 0
Par Value 0
Vice President
Jim Homan
1520 South Blvd Ste 215
Charlotte NC 28203
Vice President
John S. Trotter
1520 South Blvd Ste 215
Charlotte NC 28203
President
Joseph E Kaylor
1520 South Blvd Ste 215
Charlotte NC 28203
Page 2 o['2
littps://www.sosnc.gov/online_services/search/Business_Registration_Results 12/6/2018

Central Files: APS _ SWP _
12/19/2018
Permit Number WQ0040506
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
53,294
Facility
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Selburn Apartments Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name
Charter Properties
Dates/Events
Owner Type
Non -Government
Owner Affiliation
James L. Homan
1520 S Blvd Ste 215
Charlotte NC 28203
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/19/2018 12/6/2018 12/19/2018 12/19/2018
Regulated Activities Requested /Received Events
Apartment complex Additional information requested 12/6/18
Wastewater collection Additional information received 12/18/18
Outfall
Waterbody Name Streamindex Number Current Class Subbasin