WQ0039740_Regional Office Historical File Pre 2018

Water Resources
Environmental Quality
January 22, 2018
Mr. Chester Brown, III, Vice -President
Brown Investment Properties, Inc.
4400 West Market Street
Greensboro, NC 27401
UCOOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
interim Director
•
Subject: Permit No. WQ0039740
Brown Investment Properties, Inc.
Riverbend - Multi -Family
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Brown:
In accordance with your application received January 12, 2018, we are forwarding herewith Permit No.
WQ0039740 dated January 22, 2018, to Brown Investment Properties, Inc. (Permittee) for the
construction and operation upon certification of the subject wastewater collection system extension. This
permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions
and limitations as specified therein. This cover letter shall be considered a part of this permit and is
therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Conditions 1.1 & 1.2: Alternative designs are granted relative to the minimum slope of the sanitary sewer
and minimum separation distance from wetlands, per 15A NCAC 02T.0105(n). Please see
Conditions 1.1 and 1.2 for more details.
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150E of North Carolina General
�`^Nothing Compares- .
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 3011 Mooresville, North Carolina 28115
704-663-1699

Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Barry Love at (704) 235-214
or via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Marc Van Dine, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)

I
Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
Brown Investment Properties, Inc.
Mecklenburg County
for the construction and operation of approximately 1,456 linear feet of 8-inch gravity sewer to serve the
Riverbend - Multi -Family project, and the discharge of 37,330 gallons per day of collected domestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the application received
January 12, 2018, and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other
supporting data subsequently filed and approved by the Department of Environmental Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0039740
Permit Issued: January 22, 2018

SUPPLEMENT TO PERMIT COVER SHEET
Brown Investment Properties, Inc, is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024970.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 37,330 gallons per day, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division. [15A NCAC 02T.0304(b)1
2. This permit shall become voidable unless the agreement between Brown Investment Properties, Inc.
and Charlotte Water for the collection and final treatment of wastewater is in full force and effect.
[15A NCAC 02T.0304(h)]
II. STANDARD CONDITIONS
1. This permit is not transferable, in the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.5 143-215.1(d3)1
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein, [15A NCAC 02T.0110]

rv
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110].
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. if an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.

Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24
hours, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(al)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State,. [15A NCAC 02T.0108(b)]
Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.

I
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and farce main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. if there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. j 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 1SA NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]

12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
2151(b)]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Brown Investment Properties, Inc.
WQ0039740
Riverbend - Multi -Family
January 22, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (n periodically, IT weekly, n full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina] Environmental Quality I Water Resources I Water Quality Regional Operations

DIStsion of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
NCAC 02T .0300 — EAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
7 -8 (to he completed by DWR.f.
All items must he completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Brown Investment .Properties. Inc. IIOA, utility, etc.)
2. Applicant type: [1. Individual El Corporation E] General Partnership Privately -Owned Public Utility
Federal EI State/('ounty 111 Municipal Lil Other
3. Signature authority's name: Chester Brown, 111 per 15A NCAC .02I .0 06(1?),
Title: Vice -President
4.. Applicant'smailing address: 440QVMarEe1 Street
City: Greensboro State NC Zip: 27401-
5. Applicant's contact intbrinatio.n:
Phone number: [phone] EmailAddress: chetbrownciaipinc.com
H. PROJECT INFORMATION:
Project name: Riverbend Multi -Family
2. Application/Project status:
RECIIIIEGEDINC:LIANROWEI
fo 00 R. F.: To LIE 'REGIONAL OFFCEI:
Proposed (New Permit) 111 Existing Permit/Project
If a. modification., provide the existing permit. number: WQ00 and issued date:
If new construction hut part of a master plan., provide the existing permit :number:
3, County where project Os locai,ed: 1Ienbuig
4.. Approximate Coordinates (Decimal Degrees): Latitude: 35.328454- Longitude: -80.936554'
5. Parcel ID (if applicable): 033-04-110
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
L. Professional Engineer: Marc Van Dine Lice se Number: 036289
Finn: Design Resource Group, PA.
Mailing address: 2459 Wilkinson Blvd Suite 00
City: Charlotte State: NC Zip: 282,08-
Phone number: (704) 343-0.608 ETTrail. Address: margdgipc
IV. WASTEWATER TREATMENT FACILITY (NNINITF) INFORMATION:
1. Facility Name: .McAlpine Creek, Irwin. Creek, Sugar Creek Permit Number: NC0024970, NC0024945, NC0024937
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 Wiile Collection stern Permit Ntimber(sllif applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

VE GENERAL REQUIREMENTS
1,
If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been. attached!
0 Yes 0No N/A
2. Ifthe Applicant is a Developer ,of lots to be sold. has a Developer's Operational Agreemen. FORM: DEV) been attached?
111 Yes EINo N/A
3. lithe Applicant is a Home Property Owners' Association,, has an Operational Agreement (FORM. 0A been attached?
El Yes LINo N/A
4. Origin of wastewater: (check all that apply):
El Residential Owned
Residential Leased
El School / preschool / day care
0 Food and drink facilities
• Businesses 7 offices / factories
0 Retail (stores, centers, malls)
El Retail with food preparation/service
fl Medical / dental / veterinary facilities
0 Church
El Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
El Car Wash
El Hotel andlor Motels
0 Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
LI Other (Explain in Attachment)
>Is there a Pretreatment Program in effect? El Yes 0 No
6. Has a flow reduction been approved under I 5A NCAC 02T .0114(G? El Yes 0 No
io If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02-1,0114(1))
Daily Design Flow
No. of Units Flow
Apartment Units
135 gal/Unit
268 36,1.80 GPD
nenityCenter 50 gal/100 ft/s.2
2000 1000 GPD
ool
10 gal/person 150 GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total37,330 GPD
a See 1.5A NCAC 02T .011 4(b), (d), (e)( 1 ) and (e)(2) for caveats to wastewater des gn 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 U.S.. 42A-4).
b Per 15.A NCAC 02T .0-114(c), design flow rates for establishments not identified [in table I.5A NCAU 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 37,330 GPD (per .I5,A. NCAC 021 .0114)
Do not include future flows or previously permitted allocations
If permitted flu vv is zero, indicate why:
El Pump Station or Gravity Sewer where flow will be pennitted in subsequent permits that connect to this line
LI Flow has already been allocated in Permit Number:
O Rehabilitation or replacement of existing sewer with no new flow expected
O Other (Explain):.
FORM: ETA 04-16 Page 2 of 5

°Vit. GRAVITY SEWER DESIGN CRITERIA (11 Applicable) - 02T .0305
Sum.marize gravity sewer to be permitted.:
Size ches)
Length (Feet)
' Gra
Material
1,456..25
PVC
• Section II & IFI of the MDC for Permitting. of Gravity Sewers contains in tbrmation related to design criteria
Section III contains information related to minimum slopes for gravity sewer(s)
• Oversizing lines to meet minimum sloperequirement is not allowed and a violation of the MDC
PUMP STATION IES1GN CRITERIA (If Applicable).— 021 .0305. & MIX: (Pump Stations/Force Mains):
.COMPLETE FOR EACH PUMP STATION INCLUDED INTHIS PROJECT
1. Pump station number or name:
2 Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow ofthe pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamichead (TM)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet) Material
6. Power reliabilityin accordance with 1 5i! NC1C1211,)3Qabj.11):
El Standby power source or pump with automatic activation and telemetry - 1.5A NCAC 02T .0305(h.)(1)(BY
Required fir all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
"io• Must be permanent to facility
Or if the pump station has an average daily flow less than I15„000 gallons per day:
E] Portable power source with manual activation, quick -connection receptacle and telemetry - 1.5A NCAC 02T
.0305(4)(1 )(C)
or
11 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.
• lithe 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. SETBACK S & SEPA.RATIONS-- (02B .0200 & 15A NCAC 02T .0305(1)):
1. Does the project comply with all separations found. in 15,A. NCAC 02T .0305(0 &, tut
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for se
Setback Parameter*
ewers and other utilities not fisted below (vertical)_
Water mai rertical-water over sewer including in benched trenches)
'ns (horizontal)
Reclaimed water lines
aLreelaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer)
▪ An private or public water supply source, including any wells, WS-I waters of Class II or
Class II impounded reservoirs used as a source ofdrinking Vita t er
Taters classified WS (except WS-I or WS-V), B, SA, ORW, LIQW, or SB from normal
high water (or tide elevation) and wetlands t:s..'ee item IX,21
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Yes
ara0un Required
24 inches
18 inches
10 feet
18 inches
2 feet
0 . e
50 feet
10 feet
5 feet
Any basement 10 feet
Top slope of embankment. or cuts of 2 feet or more vertical. height
flrainge systems and interceptor drains
swimlning pools
Final earth grade (vertical)
feet
5 feet
10 te,et
36 inches
• 5A NCAC 02T.0305(g) contains alternatives where separations in 021-,01951t) cannot be achieved,
• ream classifications can be :identified using the .Division's NC Surface Water Classifications webpage
If noncompliance with 02T030.510_orAgt„ see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) El Yes El 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.
N/A
3. Does the project comply with setbacks found in the river basin rules per 15A _ .21 .0200? El Yes El No NA
This would include Trout Buffered Streams per i5A.'NC„AC 2E1,0202
4. Does the project require coveragelauthorization under a 404 Nationwide or
individual permits or 401 'Water Quality Certifications'?
Information can be obtained from the 401 & Buffer Permitting Branch
El Yes No
5. Does project comply with„i5A NCAC 0217.0105(0(6) (additional permitslcertifications)? El Yes No
Per 1 5A NCAC 0217.0105(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 streambank.s that is subject to erosion that undermines or deteriorates the sewer.
[1] Yes No EI 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: ETA 04-16 Page 4 of 5

CERTIFICATIONS:
flocs the submitted system comply with I A N('AC 02T, the Minimum Deign Criteria for the Permitting of Pump :,Stations
and Force Mains (latest versions). and the (Ifavity Sewer Minimum Design. Criteria (latest version) as applicable?
Yes LINo
If No, complete and submil. the Variance/Alternative Design Request application ('VADC I0 l4) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast'Track Application and supporting documents.
2. Professional Fnineer's Certification:
(Professional Engineers name from Application Item IFT.1.
t that this application for
has been reviewed by me and is accurate„ complete and consistent with the inforrrta ton supplied in the plans, spec-ifrcations,
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
M.initnuna 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 143-21.5.6A 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 misdemeanor, which may
include a'fne 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:
Applicant's C erti cation per 1.5A NCAU 02T .0106(h):.
C he 5 +fit' 6_u.L✓.I r Tir
(Signature Authority's name
Cell --
from Application Item 1.3.)
attest
t this ppheation for
has been reviewed by me and is accurate and complete to .the best. of my knowledge. I understand that if gall 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 und.erstan.d that any discharge of wastewater from this non -
discharge system t.o surface waters or the land 18'111 result in an immediate enforcement action that may include civil penalties,
injunctive relief; andlor 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 al] 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 143-215.6,E 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. rna'y
include a tine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
e:
Da
1Mtx1A
FORM: FTA 04-16
Page 5 of 5

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DESIGN
RESOURCE
GRGU
January 16, 2018
NCDEQ — Division of Water Resources
Mooresville Regional Office
ATTN: Barry Love
610 East Center Ave., Suite 301
Mooresville, NC 28115
RE: Riverbend Multi -Family
Fast -Track Application for Gravity Sewer Collection Systems
Barry:
Please find enclosed the complete capacity assurance package for the above referenced
project that was left out of the Fast Track Application Package for a gravity sanitary sewer
extension submitted on January 11m, 2018.
The enclosed capacity assurance package includes the following items from the city of
Charlotte:
• Water and Sewer Flow Acceptance
• FTSE 04-16
• FTSE Planning Assessment Addendum (PM)
If any additional information is needed to process this request, please do not hesitate to contact
me at directly 704:343.0608 x316.
Sincerely,
Design Resource Group, PA
Josh Breed
Associate
/ CORPORATE
SEAL
C-95
C-2165
NCBE.S
245.9vv'i ir1 m rr Boulevard, Sure. 200
Ct=arlotte, NC 28208

CHARLOTTE
W TER
January 27, 2017
Mr. Brandon Sherrill
Design Resource Group
2459 Wilkinson Bv
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
RIVERBEND
3950 MT. HOLLY-HUNTERSVILLE ROAD, CHARLOTTE NC
CLTWATER TRACKING# 20161553
After analysis of the sanitary sewer system associated with the proposed project, Riverbend, it was
determined that there is sufficient capacity to accommodate the proposed sewer flow of 37,330
gallons per day (268 apartment units x 135 gpd/unit; 2,000 ftamenity center x 50 gpd/100 ft2; 15
person pool x 10 gpd/person) at the connection point(s) indicated on the submitted utility plan for
transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number
NC0024970, for treatment. This acceptance of flow is based upon the existing capacity of the
designated publicly owned treatments works. Please see attached NC DEQ FTSE form.
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.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water
systems, as the appropriate local or State permits are required prior to construction. If the
appropriate authorization to construct perrnits are not obtained construction has not started within
one (1) year of issuance of this flow acceptance, and payment for any service connections have not
been received within 1 ear of issuance of this flow acce tance letter this flow acce tance
approval shall be rescinded and a new flow acceptance request must be made. If you have any
questions, please do not hesitate to contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Bra Blvd,. Charlotte, NC_ 28216.. charicatewater.org
410 Operated by the City of Charlotte

Depart
State of North Carolina
of Environmental Quality
ivision of Water Resources
Flow Tracking Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Design Resource Gr©up
Project Name for which flow is being requested: Riverbend - Multi -Family
More than one EMT may be required for a single pi -axe t if the owner of the WPM' is not responsihlefa all pump
stations along the route of the proposed wastewater flow
Complete this section only if you are the owner of the ewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin C
b. WWTP Facility Permit #: NC0024970, NC002.4945,
eek, Sugar Creek
NC0024937
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
h. Percent of permitted flow used.
All flows are in
99.0
GD
13.41
70.717
0.037
84.170
85 0%_.
II. Complete this section for each pump station you are responsible for along th
proposed wastewater flow.
List pu
p stations located between the pro
Purnp
Station Firm
(Name or Capacity, *
Number) MGD
Long Creek 9.9
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
3.96
0
t connection point and the WW`l`P:
>3)
Approx.
Current Avg.
Daily Flow,
MGD
4.18
Paw Creek 10"5 4.2 6.75
(C)
Obligated,
Not Yet
Tributary
Daily Flow,
MGD
2
Total Current
Flow Plus
Obligated
Flow
his
(D) (B+=C) (E)=(A-,D)
Available
Capacity***
4.4'1. -0.45
7.06
- 2 JL
* 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 Tess 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 < (l.
Downstream Facility Name (Sewer): Mt..Ho].l.y-Hunteraville Road 2003 Annexat ,c n Cveriaok Area
Downstream Permit Number: 2 04 - 5 8 9
Page 1 of 6
O4-1 6

III. Certification Statement:
I J. 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 Iocal 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.
Signing Offic
Ignature
Page 2 of 6
Date
FTSE 04-16

FTSE PLANNING ASSESSMENT ADDENDUM (P
Submit a planning assessment addendum for each pump station listed in Sectio
Capacity is < O.
Pump Station (Name or Number): Long Creek and Paw Creek
e
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
s . 2 (Long) /4 .4 (Paw) °A and 0 . 23/0 . 31 MGD of the Available Capacity (E) in. Pump Station
Long Creek and Paw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0 . 23 / ©. 31 MG© per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Long Creek EQ Basin and Paw Creek Fcrceamain Replacement is in design or under construction ,with
planned completion in Long Creek EQ Basin - cemplere; and/or
d. The following applies: 'a" ek F rce a,: in = 2020
Charlotte Water's Community Investment Plan has allocated funds for
improvements to the Paw Creek forcemain and a five -million gallon EQ basin at
Long Creek Pump Station. Long Creek and Paw Creek pump stations operate as a
system using SCADA data to determine the rate of flow delivered 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 out flow to Paw
Creek as flow conditions allow. In addition, the basins for both stations
are large and result in a daily peaking factor of 2,.06 at Paw Creek Purnp
Station, which allows the stations to operate safely at flows greater than
40% of the farm pumping cepa
y•
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 vial Signature
Page 3 of 6
Date
FTSE 08-13

Ctu79 (42)
9.9-IS
CA201.711402379
BUSINESS CORPORATION ANNUAL RE
SOSID: 0016208
Date Filed: 11/22/2017 11:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
CA2017 114 02379
CA201711402379"
NAME OF BUSINESS CORPORATION. BROWN INVESTMENT ' PROPERTIES INC
SECRETARY OF STATE ID NUMBER: 0 0162 08 STATE OF FORMATION: NC FISCAL YEAR END: 12 31 16
la 1 hereby certify that in Emmet report eampated In its enWrty has been submitted end the infemullan requested below (required by NCOS 55.16.22) hee nal
lunged end Is therefore up lo data
SECTION A: IMMURED AGENTS INFORMATION
1. NAME OF REGISTERED AGENT: CHESTER H . BROWN, III
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENTTOTHEAPPO T
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
440 WEST MARKET STREET 440 WEST MARKET STREET
GUILFORD GREENSBO NC 27401
GREENSBORO NC 27401
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS' REAL ESTATE - RENTAL, MANAGEMENT AND DEVELOPM
2. PRINCIPAL OFFICE PHONE NUMBER:.3 3 6-379-8771 4. PRINCIPAL OFFICE EMAIL:
3. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
.440 WEST MARKET STREET 440 WEST MARKET STREET
GgEEAlsgelto 8ROMISSO-NC 27401i%`a)t,.foGO GREENSBORO NC 27401
SECTION C: OFFICERS (Enter additional officers In Section E.)
NAME CHESTER H . BROWN;Tir NAME: PETER W . PLACENTIN9 NAME. CHESTER H . BROWN.'
Egc
TIE VICE PRESIDENT TITLE:VICE PRESIDENT TITLE. PRESIDENT
ADDRESS: 440 WEST MARKETSTADDRESS: 440 WEST MARKET ADDRESS: 440 WEST MARKET .sr
GREENSBORO GREENSBORO - GREENSBORO
NC 27401 NC 27401 NC 27401
SECTION D: CERTIFICATION OF ANNUAL -REPORT. Section D must be completed In Its entirety bye person/business entity.
'4l,-IIIi
81ONATURE DATE
Form mutt be.Ipow by a tear god wtd.r Staloff Coral. lam
CHESTER Ii.. BROWN, III PRESIDENT
Print or Typo Noon o1 Ducar
PrbrtcrTypo TM. of O6,yr
HOW TO FILE AND FEES: TWO FILING OPTIONS
1. Fite the annual report electronically with the NC Secretary of State for a reduced tee of twenty dollars (S20) — eighteen dollar
(S18) Sling fee and two dollar (32) electronic Sing fee. File electronically et 'Fite Annual Reoctts Ortilme with real time filing; or
2. Fite the annual report (Form CD-479), In paper form with the NC Department of Revenue for fee of Iwentyfive dollars (325).
Mall Form C0•479 to NC DOR, PO Sox 25000, Raleigh, NC 27040.0500. The paper return is not a mat -time filing and will
take longer to process.
Note: Notch Carolina law does nolpermit Limited Lioblltty Companies (I..LCe) and Limited Liability Partnerships (LLPO) to file
the annuli reportvIth the NC Department of Revenue, Therefore, ail Cs and LLPs must file directly with the NC Secretary
of Slates Office at the link above.

D.479 Page 2 (42)
BROWN INVESTMENT
E: ADDITIONAL OFFICERS
NAME. SUSAN WHITEHEAD
TITLE. VICE PRESIDENT
ADDRESS: 44 0 WEST MARKET
GREENSBORO
NC 27401
NAME: JASON WHITLACH
TITLE. TREASURER
ADDRESS: 44 0 WEST MARKET
GREENSBORO
NC 27401
NAME-
TITLE -
ADDRESS:
PROPERTIES INC
NAME. LORI STEWART
TITLE VICE PRESIDENT
ADDRESS: 440 WEST MARKET
GREENSBORO
NC 27401
NAME.
TITLE:
ADDRESS:
Privacy Redaction
NAME:
RUSSELL ?ARMEL JR
TITLE' VICE PRESIDENT
ADDRESS'
440 W3ST MARKET
GREENSBORO
NC•27401
NAME:
TITLE*
ADDRESS:
NAME: NAME'
TITLE: TITLE.
ADDRESS: ADDRESS.
NAME' NAME: NAME:
TITLE. TITLE* TITLE:
ADDRESS: ADDRESS: ADDRESS.
NAME:
TITLE.
ADDRESS.
NAME'
TITLE.
ADDRESS:
NAME:
TITLE.
ADDRESS:
NAME.
TITLE:
ADDRESS:
NAME: NAME*
TITLE* TITLE.
ADDRESS: ADDRESS:.

. North Caroli• "ecretary of State Search] „suits Page 1 of 2
• Upload ra )F Filing • Order a Doct,ment Online • Add Entity to My Email Notification List • View Filings
• File an nual Report/Amend an ; 'inual
Report . ; )t an Amended a Annua' Report form • Print a Pre -Populated Annual Report form
Busines Corporation
Legal N t
Brown Inv, -rent Properties, Inc.
Prev Leg-; ;'Jame
Barter Fie- inc.
Prev Leg„ Name
Brown Re . Co., Inc.
Informs ion
Sosld: C '2O8
Status: ( rent -Active
Annual n crt Status: Current
Citizensi Domestic
Date Fa d: 6/3/1960
Fiscal r it Ii: December
Register, Agent: Brown, Chester H, III
Addre ,s
Mailin Princip-Il Office Reg Office
440 1,', . -:et St 440 W .larket St 440 W Market St
Groc— o, NC 27401 Greensboro, NC 27401 Greensboro, NC 27401
Reg Ni ,ng
44". -
Gran a, NC 27401
Office
https]/ '„ t •T.gnv/online_services/sc,.rch/13usiness_Registration_Results 1/16/2018

. North Car
'cfc,ary of Statc Search z L:sults Page 2 of 2
Pres: - Execut:ve Vice President Vice President
Choy' Brown , Ill Chester H. E3rown , Jr. Russell Parmel , Jr.
440 '.' •',a rket Street 440 We . t Market Street 440 West Market Street
Grec NC 27401 Greens :)ro NC 27401 Greensboro NC 27401
Vice ,dent Vice Pr=�sident Vice President Treasurer
Pete- ' 3centino Lori StL.vrart Susan Whitehead Jason Whitlach
4401. '.'Fa''kct Street 440 Wn.,t M.3; "et. Street 440 West Market Street 440 West Market Street
Grec' •., NC 27401 Greens ,3ro NC 27401 Greensboro NC 27401 Greensboro NC 27401
StoC'
Class: ':gin Class A Non Votin,.
Shares
No Par . Yes
Class: • :n Class B Non Votin-:
Sharer CC)
No Par Yes
https://v, \s. ..gov/online_services/su ch'l? sincss_RegistrationResults 1/16/201 S

rDESIGN
RESOURCE
GROUP
January 11, 2018
NCDEQ — Division of Water Resources
Mooresville Regional Office
610 East Center Ave., Suite 301
Mooresville, NC 28115
RE: Riverbend Multi -Family
Fast -Track Application for Gravity Sewer Collection Systems
Project Narrative:
Please find enclosed the Fast Track Application Package for a gravity sewer extension
constructed of 8" PVC pipe to serve the Riverbend — Multi -family project, a proposed 268 unit
apartment development with a pool and clubhouse in the city of Charlotte, North Carolina_ The
private sewer system will be owned and operated by the owner of the apartment complex.
Charlotte Water will accept and treat the proposed wastewater discharge of 37,330 gallons per
day generated by the proposed apartment development. The flow acceptance letter from
Charlotte Water is included with this application package,.
If any additional information is needed to process this request, please do not hesitate to contac
me at directly 704.343.0608 x316.
Sincerely,
Design Resource Group, PA
Josh Breed
Associate
CORPORATE ':
SEAL
C-95
C-2165
NCBELS

DESIGN
RESOURCE
GROUP
January 11, 2018
NCDEQ — Division of Water Resources
Mooresville Regional Office
610 East. Center Ave., Suite 301
Mooresville, NC 28115
RE: Riverbend Multi -Family
Fast -Track Application for Gravity Sewer Collection Systems
Dear Sir/Madam:
Enclosed, please find enclosed the Fast Track Application Package for a gravity sanitary sewer
extension to serve the proposed 268 unit Riverbend Multi -Family apartments project 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 (FTSE 04-16)
• USGS Topo/Street Level Map
• NC Proof of Registered Business
If any additional information is needed to process this request, please do not hesitate to contact
me at directly 704,343,0608 x316,
Sincerely,
Design Resource Group, PA.
Josh Breed
Associate
459 2 kIns - Boulea"arat Su1e 200
charbt Le, NC :2
04,343 0608

Central Files: APS ^ SWP _
1/22/2018
Permit Number WQ0039740 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
37,330
Facility
Version
1.00
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Riverbend - Multi -Family
Location Address
Owner
Major/Minor Region
Minor Mooresville
Facility Contact Affiliation
County
Mecklenburg
Owner Name
Brown Investment Properties Inc
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Chester Brown
PO Box 930
Greensboro
NC 27402093
Orig Issue App Received Draft Initiated
1/22/2018 1/12/2018
Scheduled
Issuance Public Notice Issue Effective Expiration
1/22/2018 1/22/2018
Regulated Activities Requested !Received Events
Apartment complex
Condominium
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE Brown Investment Properties, Inc,.
PERMIT It; WQ0039740
PROJECT: Riverbend Multi -Family
ISSUE DATE: January 22, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt, Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received, A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
01140 {' . eyeavi,.
Printed Name, Title
Signature
NEER'S CERTIFICATION
141/1
Date
s a dui egistered Professional E neer in the State of North Carolina,
having +een autha:'ze+ to cib:`rve ( periodically, [ weekly, full time} the construction of the
project name and location as re above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used In the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final —1 Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of Noah Carolina I Eo v1r ante 8aI Quality I Water Resources. I Water Quality Releot+al Qtterafions
Mooresville Regional a)frrcel 61.4Y East Center Avenue, Suite 301 I i iooresvilte, North Carolina 28115

cl
. CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116.
Certifying Engineer: Matthew Mobley
Certification Review Date: 4.9.19
Project Name: Riverbend- Multi -Family
WQ00 39740 Project County: Mecklenburg
1) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change of ownership, transfer from developer to HOA/POA, etc. n Yes n No
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/PDA must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? ❑X Yes n No
3) Final Engineering certification? C1 Yes ❑ No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: ❑X Yes ❑ No ❑ N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches).
5) Adequate information related to pump stations: ❑ Yes n No ® N/A
• Ensure power reliability option. was selected per 15A NCAC 02T.0305(h).
6) Was project construction completed In accordance with all of the following: n Yes ❑ No ❑ N/A
• 15A NCAC 02T, Minimum Design Criteria (MDC) for the permitting of Gravity Sewers (latest version), and MDC
for the Permitting of Pump Stations and Force Mains (latest version)?
If not, a varianceapproval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and operation..
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special'condition or a supplementary letter, A copy of the
reissued permit with variance language or the variance letter must be maintained.with the original documents.
7) Does the project contains high priority lines (15A NCAC 02T .0402(2))? ❑ Yes © No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). if the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, pump station design capacity design change of 5% or
greater, and/or change in the number/type of connections)? ❑ Yes n No
• if yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
NC DWR — Water Quality Regional Operations Section Address City, NC Zip Code
Regional Regional Office
Phone: (XXX)-XXX-XXX FAX: (XXX)-XXX-XXXX

ROYCOOPER
MICHAEl, ". REGAN
1 ENDA Ct. LPEPPER
�* for
As built check list (re
Reviewed By: Barry Love
Review Date: 04/10/2019
Project Name: Riverbend -- Mul
WQ#: WQ0039740
County: Mecklenburg
}
)
nce 2T .0300)
lF'
As -built has been signed, sealed, and dated by an N.C. PE Yes r] No
Adequate information related to sewer lines .:
Note that per the 2T and MDC, there is a minimum. 8" for public gravity or minimum 6." for
private gravity, Three (3) feet minimum cover shall be provided for all sewers unless ferrous
material pipe is specified, Manholes shall be installed: at the end of each line, at all changes in
grade, size, or alignment, at all intersections, and at distances not greater than 425 feet, minimum
diameter of manholes shall be 4 feet. (48 inches). Yes r1 No El N/A
3) Adequate information related to pump stations:
Ensure power reliability option is selected (15A NCAC 02T.0305Yes El No 21 N/A
4) .Is Project design in accordance with (see section B.13 of PTA 12-12)
15.A NCAC 02T Gravity Sewer Minitnurn Design Criteria (latest version), Minimum Design
Criteria for Permitting of Pump Stations and Force Mains (Latest version). Yes l No ri N/A
If no, a variance approval is required per the requirements of 15A NCAC 02T.01.05(b)
Applicant must submit "1 WO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action.
The central office will review the variance request, and if approvable, specific language
regarding the variance will be forwarded to the Regional Office reviewer to incorporate into the
permit. A copy of the variance letter (or email correspondence) should be kept with the
application file.
5) Project contains high priority lines (15A 'NCAC 02T .0402(2)) Yes ® No
If Yes, insure that the permit contains the necessary condition related to high priority` lines 15A
NCAC 02T.0403 (a)(5)
6) Is the Sewer As -built length within. 10% of the fast track applied Length"
(I Original length of pipe — As built length / Original Length) < 10%. Yes [ No
If no application needs to be modified.