WQ0039950_Application (FTSE)_20190822

CPT
Engineering & Surveying, Inc.
To: NCDE — Division of Water Resources
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
We are sending you:
'® Attached ❑ Under separate cover via:
LETTER OF TRANSMITTAL
Date: 8/15/2019
Job No: 756-07
Attention:
Re: Nexus 485 — Salome Church Road
Permit Modification to W ° ,i
/DWR
AUG 16 '2Uly
WOROS
thMG6*ffi#1jt i G10NAI.OFPICL
❑ Plans ❑ Diskette(s) ❑ For Approval ® For Review ❑ Specifications
❑ Other:
Quantity
Dw . No.
Description
Status
I
Fast Track Sewer System Extension Application (FTA 04-16) —
Original
1
Fast Track Sewer System Extension Application (FTA 04-16) Copy
I
Application Fee ($480.00 check — Blue Ridge General
Contractors, LLC check #7250
2
BRC Salome Church, LLC Article of Organization
NC Secretary of State C200534300428
2
Flow Tracking/ Acceptance Form FTSE 04-16
2
Site Maps
1
Existing Permit W 0039950
2
C-5
Utility Plan
2
PF-3
Nexus Drive — Plan & Profile Private Sanitary Sewer
2
PF-4
Private Sanitary Sewer Plan & Profile
2
PF-5
Private Sanitary Sewer Plan & Profile
Status Code: A. Approved D. Rejected - See Remarks G Approved - As noted
B. Sign and Return E. For your information H. As Requested
C. Amend and Resubmit F. Refer to Remarks I. Review and Comment
Remarks: Please find attached the above referenced items for review for a permit modification associated
with WQ0039950. The project is for a gravity sewer extension to serve Nexus 485; (228
apartment units x 135 gpd/unit; 150 person pool x 10 gpd/person; 4,872 ft amenity center x 50
gpd/100 ft2). The calculated flow of 34,716 gpd and flow tracking acceptance form is the same as
the original permit. The sewer flow for this project is being permitted under the private permit.
The public sewer extension portion of this project is permitted by CLT Water as a Donated Project
(0 gpd flow). The modification is for the gravity sewer to be permitted under the private permit. If
you have any questions, or need additional information please give me a call.
cc:
Steven T. Webb, P.E.
CPT Engineering and Surveying, Inc.
4400 Tyning Street • High Point, NC 27265 Phone: [phone] • Fax: [phone]
www.cpten mg eenng com

State of North Carolina
Department of Environmental Quality
PW"
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: �,�� l {G 1 �co ,pleted by DWR) RECE�VEt)�hdCDEN /CiV�F'
�� D (te completed b
All items must be completed or the application will be returned p (f (�
WQRo,s
I. APPLICANT INFORMATION: MQdRESVILLE REC90o1AL Oi F1CC
1. Applicant's name: BRC Salome Church, LLC (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: Christopher T. Dunbar per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 5826 Samet Drive, Suite 105
City: High Point State: NC Zip: 27265
5. Applicant's -contact information:
Phone number: 336) 889-1500 Email Address: cdunbarabluerid eg companies.com
II. PROJECT INFORMATION:
1. Project name: Nexus 485 (1811-2105) Salome Church Road)
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0039950 and issued date: May 2, 2018
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: 35.338094' Longitude:-80.718619'
5. Parcel ID (if applicable): 02905107 02905108 02905126 02905110 02905111 02905115 02905120
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Steven T. Webb License Number: NC 24407
Firm: CPT Engineerins & Surveying, Inc.
Mailing address: 4400 Tag Street
City: High Point State: NC Zip: 27265-
Phone number: [phone] Email Address: stevewOkptengineering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Mallard Creek Wastewater Treatment Plant Permit Number: NCO030210
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 6

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VI. GENERAL REQUIREMENTS 1Rl1!ICl:)P1fC111130l�
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 XN/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 % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
,Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see #21.01140
Daily Design Flow lb
No. of Units
Flow
Residential, apartment
135 gpd/ unit
228 units
30,780 GPD
Amenity Center (4,872 ftz)
50 gal/ 100 ftz
2,436 GPD
-Pool (150_people)
10 gal/ person _
1,540 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
34,716 GPD
J `
A14
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.01141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 1.5A 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: W00039950 .
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 6

31 CC IVEDNCDF_�NRlr3WF;
AUG 20 ",.I
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w0pos
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (60rqQ1RtVE§eN�rsl:EUiONAL OFF(CE.
1
Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" 513.09 DIP
➢ 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 6

IX.
1
a
SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
Does the project comply with all separations found in 15A NCAC 02T .0305(f) & () ® Yes ❑ No
1 ';A T%T(' A(' MT W10C,(4-) nnnfaina minimum—araf;— tl—f A.11 1— -rnxr;APr1 fnr sP�u?Y RVS?P.m R•
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-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item 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
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(.0 contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ 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)
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?
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
® Yes ❑ No
® Yes ❑ No
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 0210105(c)(6) (additional permits/certifications)?
® Yes [:]No
FORM: FTA 04-16
Page 4 of 6

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
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 5 of 6

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 I ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification:
I, Steven T. Webb attest that this application for Nexus 485 (1811-2105 Salome Church Road)
(Professional Engineer's name from Application Item III.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:
kl
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Christopher T. Dunbar, Manager attest that this application for Nexus 485 (1811-2105 Salome Church Road)
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with 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:
FORM: FTA 04-16 Page 6 of 6

CHARLOTTE
W6TER
May 8, 2017
Mr. Christopher Dunbar
BRC Salome Church, LLC
5826 Samet Dr
Suite 105
High Point, NC 27265
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
NEXUS 485
1811-2105 SALOME CHURCH ROAD, CHARLOTTE NC
CLTWATER TRACKING# 2017782
After an analysis of the sanitary sewer system associated with the proposed design of project,
Nexus 485, it was determine that there is currently sufficient capacity to accommodate the sewer
flow of 34,716 gallons per day (228 apartment units x 135 gpd/unit; 150 person pool x 10
gpd/person; 4,872 ftz amenity center x 50 gpd/100 ft2) 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 NC DEQ
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 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 one (11) year of issuance of this flow acceptance study, and payment for any service
connection(s) has not been received within (1) year of issuance of this flow acceptance letter, this
anproval shall be rescinded and a new flow acceptance study must be made. If you have any
questions, you may contact me at [phone].
Sincerelv,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
operated by the City of Charlotte

State of North Carolina
r
Department of Environmental Quality
Division of Water Resources
Division of !Water ltesoUrces Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: aRC Salome Church, LLC
Project Name for which flow is being requested: Nexus 485
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: Mallard Creek WWTP
b. WWTP Facility Permit #: NC0030210
All flows are in MGD
c. WWTP facility's permitted flow 12.000
d. Estimated obligated flow not yet tributary to the WWTP 0.499
e. WWTP facility's actual avg. flow 8.943
f. Total flow for this specific request 0.035
g. Total actual and obligated flows to the facility 9.477
h. Percent of permitted flow used 79.0g
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
F1owPlus
(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): Stoney Creek outfall, PH I (1989)
Downstream Permit Number: WQ0001895
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Carl Wilson 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 indicates acceptance of this wastewater flow.
vA' (f
Signing
Page 2 of 6
FTSE 04-16

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ENISINEERIN& AND SURVEYING, INC.
LAND DEVELOPMENT CONSUL71NG
W,5EL5 FIRM LIGEN5E NO. G-1315
4400 TYNIN6 STREET
HIGH POINT, NORTH CAROLINA 2-1265
PHONE: (33(g) 612-eWO — FAX. (33(b) &12-8780
`, EXI5TIN6 PUBLIC 5ANITARY 5EWER
0/ PROP05ED PUBLIC, 5ANITARY 5EAER
(CHARLOTTE WATER DONATED PROJECT)
PROPOSED PRIVATE 5ANITARY 5ENER
NEXUS
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CHARLOTTE - NORTH CAROLINA
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EN&INEERIN6 AND SURVEY INS, INC.
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LAND DEVELOPMENT CONSULTING
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27T-1
4400 TYNIW5 5TREET
A HIGH POINT, NORTH GAROLINA:2-7265
PHONE: 056) 512-&500 - FAX: [phone]
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STREET MAP
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C200534300428
ARTICLES OF ORGANIZATION
OF
BRC SALOME CHURCH, LLC
SOSID: 816962
Date Filed: 12/9/2005 3:20:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200534300428
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the
undersigned does hereby submit these Articles of Organization for the purpose of forming
a limited liability company.
The name of the limited liability company is: BRC SALOME CHURCH, LLC.
2. There shall be no limit on the duration of the limited liability company.
3. The name and address of the person executing these articles of organization is as
follows:
H. David Niblock, Organizer
2401 Penny Road
High Point, NC 27265
4. The street address and county of the initial registered office of the limited liability
company is:
5.
M
7
P
2401 Penny Road, Suite 107
High Point, NC 27265
Guilford County
The mailing address of the initial registered office is:
2401 Penny Road, Suite 107
High Point, NC 27265
Guilford County
The name of the initial registered agent is: Christopher T. Dunbar.
The limited liability company's principal office is located at:
2401 Penny Road, Suite 107
High Point, NC 27265
The limited liability company will be a Manager -managed LLC: Except as provided
by N.C. Gen. Stat. Section 57C-3-20(a), the members of this limited liability
company shall not be managers by virtue of their status as members.

C200534300428
9. To the full extent from time to time permitted by law, no person who is serving or who
has served as a manager of the limited liability company shall be personally liable in any
action for monetary damages for breach of his or her duty as a manager, whether such
action is brought by or in the right of the limited liability company or otherwise. Neither the
amendment or repeal of this Article, nor the adoption of any provision of these Articles of
Organization inconsistent with this Article, shall eliminate or reduce the protection afforded
by this Article to a manager of the limited liability company with respect to any matterwhich
occurred, or any cause of action, suit, or claim which but for this Article would have
accrued or risen, prior to such amendment, repeal, or adoption.
10. The initial member of the limited liability company will be: Christopher T. Dunbar.
11. These articles will be effective upon filing.
This is the L day of r4gi , 2005.
7
H. David Niblock, Organizer

Central Files: APS _ SWP _
8/22/2019
Permit Number WQ0039950
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
34,716
Facility
Facility Name
Nexus 485 Salome Church Road
Location Address
Owner
Permit Tracking Slip
Status
Project Type
Active
Major modification
Version
Permit Classification
1.10
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Brc Salome Church LLC Non -Government
Owner Affiliation
Chris Dunbar
5826 Samet Dr
Dates/Events High Point NC 27265
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
5/2/2018 8/20/2019
8/22/2019 8/22/2019
Regulated Activities
Requested /Received Events
Apartment complex
Additional information requested
Wastewater collection
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin