WQ0040274_Application (FTSE)_20180920

Kimley>>> Horn
September 6, 2018
NCDEQ: Mooresville Regional Office
Sanitary Sewer Permitting
610 E. Center Ave.
Mooresville, North Carolina 28115
RECEIVED/NCDENR/DWR
SEP 7 2018
V✓QROS
MOORESVILLE REGIONAL OFFICE
RE: Project Quattro - Fast Track Sewer System Extension Application
To whom it may concern,
The referenced project, "Project Quattro," is an approximately 95 -acre commercial development
located between 1-85, 1-485, Wilkinson Boulevard, and Tuckaseegee Road in Charlotte, North
Carolina. The development consists of a 2.4 million square foot warehouse building and associated
parking and utilities. The development will be served by a combination of a new public and private
sewer that will tie into an existing Charlotte Water 8" sewer main located south of the property in
Wilkinson Boulevard.
The following documents are enclosed:
• Application (original and copy)
• Application Fee ($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 704-954-7493 or matt.edwardsCabkimlev-
horn.com should you need any additional information.
Sincerely,
,46U-4
L�U
Matt Edwards, P.E.
Kimley-Horn 1200 South Tryon Street, Suite 200, Charlotte, NC 28202

State of North Carolina
P_3kmwa� Department Environmental Quality
Divisis ion of Water Resources
15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
lvlslon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:4CV 77 (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Joe Scarborough, Seelried Properties, Inc. (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Joseph Scarborough per 15A NCAC 02T .0106(b) RECEIVEDINCDENRIDWR
Title: Senior Development Manager SEP 7 2018
4. Applicant's mailing address: 3333 Riverwood Parkway, Suite 200
City: Atlanta State: GA Zip: 30339-_ WQROS
5. Applicant's contact information: MOORESVILLE REGIONAL OFFICE
Phone number: [phone] Email Address: JoeSgseefriedproperties.com
II. PROJECT INFORMATION:
I. Project name: Project Quattro
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: W000
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.245°Longitude: -80.965°
5. Parcel ID (if applicable): 05537123
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
L Professional Engineer: Matt Edwards License Number: 032640
Firm: Kimlev-Horn
Mailing address: 200 South Tryon Street, Suite 200
City: Charlotte State: NC Zip: 28202 -
Phone number: [phone] Email Address: Matt.EdwardS�kimley-horn.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Irwin/Sugar/McAlpine Permit Number: NC0024945, NC0024937, NCO024970
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00020120 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Charlotte Water
FORM: FTA 04-16 Page 1 of 5

Vl. 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 Home/Pro ep_rty 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: % Domestic/Conunercial 100 % Commercial
% Industrial (See 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 l4(fl? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
�y
0),V`
B �o
l ` �
Establishment Type (see 021.0114(fl)
Daily Design Flow
No. of Unit
Flow
General business and office facilities
25 gal/day
1500
J 37,500 GPD
Warehouse
100 gal/day
112
11,200 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
48,700 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 establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 48700 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 .','r MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6" 960 PVC
8" 1910 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains infonnation 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) I 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(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305( contains minimmn se arations that shall be rovided for sewers stems:
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 niches
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 I1 impounded reservoirs used as a source of drinkin 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 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 sloe of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 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 webnaee
➢ If noncompliance with 02T.0305(f) or W. 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.0200? ❑ 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(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.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 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 I SA NCAC 02T, the Minimum Design Criteria for the Permitting of PumpStatio m
and Force Mains. (latest version), and the Gravity Sewer Minimum Design Criteria (latest versioal 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 reouired Prior to submittal of the Fast Track Application and supportine documents
2. Professional Engipeer's Certification:
name from Application Item Ill. L)
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 143-215.6B, 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:
3. Applicant's Certification per 15ANCAC 02T.0106(b):
name r&
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. 1 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 143-215.613 any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: / /„/s-- '!f��' Date: ql4 )b
FORM: FIA 04-I6 Page 5 of 5

i
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Fater Resources
Flow Tracking/Acceptance for Suver Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Kimley-Horn and Associates, Inc.
Project Name for which flow is being requested: Quattro
Wore than one P I SE may be required for a .Tingle project if the owner of the WH71' is not responsible for all puna)
stations along the route of the proposed wastewater .flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Irwin/Sugar/McAlpine
b. WWTP Facility Permit #: Nco024945, N00024937, NCO024970
A11 flows rine in MGD
c. WWTP facility's permitted flow 890
d. Estimated obligated flow not yet tributary to the WWTP 11.895
e. WWTP facility's actual avg. flow 63767
f Total flow for this specific request 0.0487
g. Total actual and obligated flows to the facility 75661
h. Percent of permitted flow used 76.4
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:
Paw Creek 10.5 4.20
(B)
(A)
(D)=(B+C)
Design
Pump
Average Daily
Station
Firm Flow"*
(Name or
Capacity, " (Firm / pf),
Number)
MGD MGD
Paw Creek 10.5 4.20
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
4.69
0.564
5.254
-1.054
* 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): Long Creek Pumping Station
Downstream Permit Number: WQ0020120
Page 1 of 6
FTSE 04-16

III. Certification Statement:
1 Keri C,antreII 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 addenclums for which I aro the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Official Signature
KA., Qom. --rte 9/5/2018
Page 2 of 6
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
10.7 % and 0.564 MGD of the Available Capacity (E) in Pump Station
Paw Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0664 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Paw Creek Force Main Replacement is in design or under Construction With
planned completion in Paw creek FM -m-2021 ; and/or
d. The following applies:
Charlotte Waters Community Investment Plan has allocated funds for improvements to the Paw Creek force main and a five -million gallon
EO basin at Long Creek Pump alalion. Long Creek and Paw Creek pump stationsoperste as a system using SCADAdats redetermine the rate offlowdryiversd from the
upstream pump station, Long Creek, to Paw Creek the downstream facility. Long Creek pump station has the ability to transfer flows to flow
equalization tanks during peak flow events and then meter outflow to Paw Creek as flow condilionsallow. In addition, the basins for both
stations are large and result in a daily peaking factor of 2.06 at Paw Creek Pump Station, which allows the stations to operate safely at
flaws greater than 40% of the firm pumping capacity.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official Signature
1'A,. aria'
Page 3 of 6
915(2018
Date
FTSE 04-16

CHARLOTTE
W()T E R
February 27, 2018
Ms. McKenzie Publicover
Kimley-Horn
200 South Tryon St
Suite 200
Charlotte, NC 28202
SUBJECT: WILLINGNESS TO SERVE
PROJECT QUATTRO
TODD ROAD, CHARLOTTE NC
RECEIVEDrNCDENR/DWR
SEP 19 i(118
MOORESVILLE OROS
REGIONAL OFFICE
After an analysis of the sanitary sewer system associated with the proposed project, Project
Quattro, it was determined that there is sufficient capacity to accommodate the proposed sewer
flows from this project at the connection point(s) indicated on the submitted exhibit plan for
transmission to the McAlpine Creek Wastewater Treatment Plant (NPDES Permit#
NCO024970). Please note that the availability of flow is subject to change, and that this
willingness to serve review in no way guarantees future capacity. Further review of the project
through the Charlotte Water Capacity Assurance Program is required prior to acceptance of the
proposed flows.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
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 an authorization to construct or extend
private water or sewer systems, as the appropriate local or State permits are required prior to
construction. If you have any questions, please do not hesitate to contact me at [phone].
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
qb Operated by the City of Charlotte

MCEIVED/NCDENR/DWR
SEP 19 2018
WORDS
MOORESVILLE REGIONAL OFFICE
Capacity Assurance Program Application Flow Analysis
ID:
10018572
Customer Name:
Matt Edwards, Kimley-
Service City:
Horn and Associates,
Service State:
Inc.
Submittal Date:
7/19/2018
Reviewer:
Jon Beam
Project Name:
Quattro
Service Address:
8300 Tuckaseegee Rd
Service City:
Charlotte
Service State:
NC
Service ZIP:
28214
Tax Parcel Number:
05537123
Approval Type: Conditional
Flow Tracking Status: Inactive - Condition
Connection Type: Major
Certification Date: 7/26/2018
Project Type:: Non Exempt
Basin::
PAW
Requested Average Daily Flow (gpd):
48,700
Peaking Factor:
2.5
Percent of Flow Applied:
100
Surcharges or Downstream SSO's:
No
Nodes and Flows Affected by this Application (Values shown for Flow/capacity are in gallons per day)
Node Name
Re uested Flow
Baseline CaPaGity
Available Capacity
Remainin Ca aci
Percent Remaining
28
121,750
16,000,000
-145,816
-267,566
183.5
35+36
121,750
2,800,000
2,800,000
2,678,250
95.7
8
121,750
30,000,000
-2,500,625
-2,622,375
104.9
9
121,750
27,500,000
-4,826,115
-4,947,865
102.5
McAlpine Creek
54,544
9,400,000
4,440,381
4,385,837
98.8
PAW CREEK
121,750
-121,750
I
Requested peak Flow and available capacities for pumping stations and flow monitors are reported as peak flow. Requested
peak flow and available capacities for WWiPs are reported as maximum month flow. The available capacities presented for
WW --Ps are approximate and for informational purposes only; consult Technical Memorandum 15 — Guidelines for Evaluating
Treatment Capacity for more information.
Comments: After an analysis of the sanitary sewer system associated with proposed design of project 10018572, Quattro,
it was determined that there is currently sufficient capacity to accommodate the proposed average daily flow
of 48,700 gallons per day at the connection point(s) indicated on the submitted utility plan.

6/25/2018
North Carolina Secretary of State Search Resu is
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
Business Corporation
Legal Name
Seefried Industrial Properties, Inc.
Information
Sosld: 1715973
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 6/14/2018
State of Incorporation:
Registered Agent: COGENCY GLOBAL INC.
Addresses
Reg Office
212 South Tryon Street Suite 1000
Charlotte, NC 28281
Reg Mailing
212 South Tryon Street Suite 1000
Charlotte, NC 28281
Mailing Principal Office
3333 Riverwood Pkwy SE Ste 200 3333 Riverwood Pkwy SE Ste 200
Atlanta, GA 30339
Officers
Stock
Atlanta, GA 30339
https:// ✓ .sosnc.gov/online_services/Search/Business_Registration_profile?Id=14330417 1/1

Central Files: APS _ SWP _
9/20/2018
Permit Number WQ0040274
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
48,700
Facility
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Project Quattro Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name Owner Type
Seefried Properties Inc Non -Government
Owner Affiliation
Joseph Scarborough
3333 Riverwood Pkwy
Dates/Events Atlanta GA 30339
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
9/20/2018 9/7/2018
9/20/2018 9/20/2018
Regulated Activities
Requested /Received Events
Office
Additional information requested
Wastewater collection
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin