WQ0040425_Regional Office Historical File Pre 2018

Y COOPER
MICHAEL S. BEGAN
UNDA CULPEPPER
November 15, 2018
Mr. Scott Bosco, Vice President, Construction Management
Riverbend Concord Properties 11,. LLC
204 West Newberry Rd.
Bloomfield, CT 06002
Subject: Permit No. WQ0040425
Riverbend Concord Properties 11. LLC
Griffin International
Wastewater Collection System . tension Permit
Cabarrus County
Dear Mr. Bosco:
In accordance with your application received November 13, 2018we are forwarding herewith Permit. No.
WQ0040425 dated November 15, 2018 to the Riverbend Concord Properties II, L.LC (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permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and.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 p
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.
Condition 11.7: Upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form..
Permit modifications are required for any changes resulting in non-compliance with this
permit, regulations, or the Minimum Design Criteria. [15A NCAC 02T.01 161
70

It shall be the responsibility of the Ferrnittee 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- 15.6A through 143 21 .6 , construction of additional or replacement wastewater
collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing;
board.
11' 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 150171 of North Carolina General
tatutes, and filed with the Office of Mann e 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 cot g this matter; please eontact (1)ri Tuvia at (704) 73 -71 0 or
via e-mail at oritarviartaincdenraa
Sincere!),
Duine y;
Al4C6681AF27425,
fa Culpepper
Direcuor, Division of We .r e,sour•
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Div°ision of Water Resources, ; CI.)F.0
Greg Welsh (f'.h.) ( -copy)
Mooresville Regional Office Files (L,aserfche)
Water Resources es Central Files it aserfiche)
PL .C: (Laserf ehe)
Page 2af10

NI', CD 0". H CA C:14._ N
Eirvfroolrnerrrai Quality
WASTEWA- ER 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 the
Riverbend Concord Properties 11, LLC
Cabarrus County
for the construction and operation of approximately 650 linear feet of 2-inch force main; 26
GPM grinder pump station with 32 feet of total dynamic head and portable power source with
manual activation, quick -connection receptacle and telemetry; to serve '2 warehouses. with 87
loading hays as part of Griffin International construction, and the discharge of 8,700 gallons per
day of collected wastewater into the Water and Sewer Authority of Cabarrus County's existing
sewerage system, pursuant to the application received 'November 13, 2018and in conformity with
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 1.2,
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 .escinded and shall be subject to
the specified conditions and limitations contained therein.
DocuSigned by:
Al 4 GC6.84AF-2-7425.--
for Linda Culpepper
interim. Director, Division of Water Resources
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
By authority of the Environmental Management Commission
Permit Number: WQ0040425
Permit Issued: November 15, 2018
Page 3 of 10

SUPPLEMENT TO PERMIT COVER SHEET
Riverbend Concord Properties II, LLC 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 Water and Sewer Authority of
Cabarrus County's Rocky River Regional Wastewater Treatment Facility in accordance with Permit
Number NC0036269.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
I5.A. 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 I, 2000, as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina.-ficen.sed 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.
I. SPECIAL CONDITIONS
1) No flow in excess of the quantity permitted herein, 8,700 GPD, 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. [ 5A NCAC 02T.0304 (b)].
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.S 143-215.1(d.3)J
2. This permit shall become voidable unless the wastewater collection facilities are constructed in.
accordance with the conditions of this permit; I 5A 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 Purnp Stations and Force Mains adopted June 1, 2000, as
applicable; and other supporting materials unless specifically mentioned herein. [15,A. NCAC
02T.0110]
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [I 5A NCAC 02T .01101
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 .010801)*
Page 4 of 10

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 he inspected at least
once per week.
e. High -priority sewer lines shall be inspected at least once per every six months and inspections
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 I5A NCAC 28 .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
perminee 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.
5, 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
Any SSO and/or spill, regardless of volume, that reaches surface water
Page 5 of 10

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 1 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 11 of Fonn 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(a1)]
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)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification fOru 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 Perminee 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.
b. One copy of the supporting applicable design calculations including pipe and pu.m.p
velocity, pump cycle tim.es, and level control settings, pump station buoyancy, wet well stora.ge,
surge protection, detention time in the wet well, and force 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 but not limited to pipe length changes
of 1.0% 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
Page 6 of 10

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. [1.5A 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 he evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0.105(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 .01161
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 §1.43-215.6A
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; 15A 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 .011.0; 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 he required
by the Division or any other 'Federal, State. of Local governinent agencies. [G.S. 143-215.1 (b)]
Page 7 of 10

CER.TIFICATION CHECKLIST
To be com-pleted by the certifying engineer prior to operation of the permitted sewers, per 1 5A •NCAC 02T.0116.
Certifying Engineer:
Certification Review Date:
Project Name:
WQOO Project County:
1) Has permittee information changed since the permit was issued (or ast modified): change of mailing address,
change ofownership, transfer from developer to HOA/P0A, etc El Yes No
If yes, please provide either a change of ownership form or new contact inforniation. Note that transfer of
permits from the developer to the HOA/P0A must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? L Yes L
3) Final Engineering certification? El Yes I No
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: [ Yes E No E
N/A
• Three feet minimum cover has been provided for ail 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: 'D Yes No N/A
• Ensure. power reliability option was selected per I5A NCAC 02T.0305011.
6) Was project construction completed in accordance with all ofthe following: j Yes E No P NIA.
• I 5A NC.AC 021, Minimum Design Criteria NIX") for the permitting of Gravity Sewersilatest version), and
MDC forthePrrningfPunigStations and force Mains (latest version)?
If not, a variance approval is required in accordance with I 5A NCAC (12T,0 05(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 ,04022jJ? El Yes El No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15.A 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'..N or greater, change in flow, pump station design capacity design change of 5°/0 or
greater, and/or change in the number/type of connections)? 1 Yes fl 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 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: RIVERBEND CONCORD PROPERTIES 11, LLC
PERMIT #: WQ0040425
PROJECT: GRIFFIN INTERNATIONAL
ISSUE DATE: NOVEMBER 15, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
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 to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page looter.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shah 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 by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
1, 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
ENGINEER'S CERTIFICATION
Date
1, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe periodically, LI weekly, fJ full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best ofmy
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 I, 2000, as applicable; and other supporting materials,.
North Carolina. Professional Engineer's Seal w/signature & date:
—1 Final T
Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

Division of Water Resources
State of North Carolina
Department of Environmental Quality
.Division of Water Resources
15 NCAC 021 .0300 — FAST TRACK SEWER SYSTEM EXTENSION .APPL1CATION
FrA (14-16 & SUPPORTING DOCUMENTATION
Application Number: i<VQ0 011-1-014.01e5ito be compkied by DWR)
All items must be completed irthe application will be returned
I. APPLICANTINFORMATION:
1. Applicant's name: Riverbend Concord Properties IL LL( (company, municipal ity, 110A. etc)
2. Applicant type:Individual Corporation 0 General Partnership Lil Privately -Owned Public Litility
0 Federal L State/County Municipal LJ Other
Signature authority's name: Scott Bosco per 15A NCAC 021 .0106(h)
Title: Vice President, Construction Management
4. Applicant's mailing address: 204 West Newberry Road.
City: .Bloomlield State: CT Zip: 06002-
5. Applicant's contact information:
Phone number: [phone] Email Address: sbosco(dtriffinindustrial.com
11. PROJECT INFORMATION:
1, Project name: Griffin International
2, A pplicat„ion/Project status: Proposed (New Permit) Ej Existing Permit/Project
if a modification, provide theexistine permit number: WOOD .and issued date:
If new construction but part of a master plan, provide the existing permit number; WOO°
3. County where project is located: Cabana's
4, Approximate Coordinates (Decimal Degrees): Latitude: 35,4 51' Longitude: -80.65,36'
5, Parcel ID (if applicable): 5601-70-5554, 5601-70-4051
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1, Professional Engineer: Greg Welsh, K.', License Number: 33996
Firm: OAK Ermineerigg MEC
Mailing address: 828 East Boulevard
City: charlotte State: NC Zip: 28203-
Phone number: [phone] Email Address: gregr&oak.engineering
IV, WASTEWATER TREATMENT FACILITY (WWTF) INFORM:XTION:
1, Facility Name: WSACC Rocky River WV
Owner Name: Water & Sewer Authority of Cabarrus (our
RECEIVING DOWNSTREAM SEWER INFORMATION Of different than WWIT):
I, Permit Numbertsy WQ Unknown Downstream (Receiving) Sewer Size: 87 inch
System Wid.e Col iectipn System Permit Number(s) applicablel: WQCSW'QCS00326
Owner Narne(s): City of Concord
Permit Number: NC0036269
FORM: FTA 4-16
Page 1 of 5

CENERAL REQUITIFMEN'ILS
lithe Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
0 Ye L3o N/A
2. Ifthe Applicant is a ;t; to be sold, has a Developer's Operational Agree .FOR1/1.: DEVI been attached?
0 Yes EJso NA
1. If the ,k.pplicant is d Home/Propertv Owners' ikssociation, has an Operational Agreement (FORM: DOA) been attached?
0 Yes 0No NA
4. Origin of wastewater: (check all that apply):
O Residential Owned
O Residential Leased
0 School / preschool / day care
O Food and drink facilities
Z Businesses / offices./ factories
0 Retail (stores, centers., malls)
0 Retail with food preparationtservice
0 Medical/ dental / veterinary facilities
0 Church
El Nursing Home
Nature of wastewater : 100:N, Domestic/Commercial 0 tt/0 Commercial
0 %industrial (See ISA NCAC 02'1 .010120))
Is there a Pretreatment Program in effect'?
6. 1 las a Ilow reduction been approved under 15A NCAC 024.0114(0? 0 Yes
If yes, provide a copy of flow reduction approval letter
7, Summarize wastewater generated by project:
:stablisliment Type (see 02T.0114(1
Building A - Warehouse
Daily Design Flow
100 gailloading bay
Building B - Warehouse 100 galfloading bay
gal/
gat/
oar
LI Car Wash
El Hotel and or Motels
El Swimrning Pool /Clubhouse
0 Swimming Pool/Filter Backwash
Other (Explain in .Attachinen0
No. of Units
4.400 GPI)
4,300 CiPD
( PI)
GPD
GPD
GPI)
Tota/ 8,700 (IPI)
a See .I5A NCAC 02/1 ,01.14(b). te)(D and (e)(2) for caveats 10 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. 42,A-4).
b Per 15,A NCAC 021 ,0114(c), design flow rates for establishments not .identified [in table 156, NCAC 021/.0114J shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project; 8,700 GPD (per 15A N ,A( 02T .0114)
/.--; Do nor include future flows or previously permitted allocations
If permitted flow is zero, indicate ‘vity1111 ;
Pump Station or Gravity Sewer where now will he peril-1race, in su :set
EJ Flow has already been allocated in Permit Nu her;
Lil Rehabilitation or replacement of existing sewer with no new flow expected
0 ( Alter (Explain):
ha
CO
is iiiie
FORM: ETA 04-16
Page 2 of 5

. GRAVITY'. SEWER DESIGN CRITERIA Of Applicable) - Or F .0305. & MD( (Gravty Sewers)
1, SUM mat ize gravity sewer to be permitted:
VHI.
Size (inches)
Section 11 & 111 ofthe MDC 'for Permitting of Gravity Sewers contains information related to design criteria
Section 111 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 M DC
PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MD( (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1.. Pump station number or name: 1 HP Grinder Pump Package
2,Approximate Coordinates (Decimal Degrees): Latitude 35.4 160Lorwitude: -0.6529'
3. Design flow of the pump station: 0,0087 millions gallons per day (firm capacity)
4.. Operational point(s) of the pump(s): 26. gallons per minute at 32 feet total dynamic head (TDIT)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inclie
Length (feet) Material
650
6. Poyver reliability in accordance with 15A.:l\ICAC 02T „03051.111W:
fl Standby power source or pump with automatic activation and telemetry I 5A NCiNC 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 021
.0305(11)(1K)
or
El Portable pumping unit ).vith plugged emergency pump connection and telemetry - 15 A NCA.0 02T .0305(10(1 )(('):
I( 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 punt p stations, an evaluation °fall the pump stations' storage
capacities and the rotation schedule of the .portable power source or pump, including travel timeframes, shall he provided
in the case of a Multiple station power outage.
FORM: FTA 04- I 6
Page. 3 of 5

TX. SETBACKS & SEPARATIONS — (021I .0200 & 15A N(:AC 02T ,0305(0):
1. Does the project comply with all separations found in NCAC 02T „0305
15A Nt-.'„AC 02T.0305(ficontains minimum separations that shall be provided
sewers and -other utilities
Setback Parameter*
'ertical)
'ter mains (vertical -water over .sewer including in benched tre
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
lnled water lines (horizontal - reclaimed over sewer)
y 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 drinking water
' -sewer s
**Waters classified WS (except WS-I or 'VS-V), U. SA, ORW, IIQW, or SB from normal
high water (or tide elevation) and +.8,etlands (see kern IX,2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
A basement
slope of embankment or cuts of 2 feet or more vertical height
rage systems and iterceptor drains
Anv swimmtng pools
Final earth grade (vertical)
Yes 1 1 No
stents:
Separation Required
24 inches
18 inches
10 feet
18 inches
2 feet
50 feet
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet
36 inches
15A NC.A.0 0.2T.0305(1) contains alternatives where separations in 02T.0305(0 cannot he achieved,
**Stream classifications can he identified using the Divisions NC Surface Water Classifications ‘vebpage
If noncompliance with 02T.0305(f) or (g), see Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet of separation) Yes
See the Division's draft separation requirements..tbr situations where separation cannot be meet
'fr No variance is required .i.r.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?
';•-• 'This would include Trout Buffered Streams per 15A NCAC 213,0202
4. Does the project require coveragelauthorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
Information can he obtained from the 401 & Buffer Permitting Branch
5. Does project comply with I5A NC:AC 02T.0105(e)() (additional permitslcertifications)?
No
N/A.
cs L No I] NIA
Ei Yes [1] No
Yes El No
Per -15A -NC.AC 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, storm water 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.
Ej Yes No
If yes, include an attachnnt with details for each line. including type (aerial line, size, material, and location).
H igh priority lines shall be inspected by the permittee or its representative at least once every six.-montlis and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FOR PTA 04-16
Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with .I5A NCAC 021, the Minimum Design Criteria for the Permitting of Puttp Stations
-
aorLe .Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
Yes 11] No
I f No, complete and submit the VariancehAlternative Design Request application (VADC I 0-14) and supporting documents for
review. Approval of the request is required prior to sti bmitta I of the Fast Track Application and supporting docurnents
Professional Engineer's Certification:
„ f- attest that this application for
(Professional Engineer's name from Application Itern111.1.1
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 in knowledge. 1 fin -filer attest that to the best
of nty knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Iksign Criteria for Gravity Sewers (latest versionit, and the Minimum Design Criteria tbr the Fast -Track Permitting
or 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 1 have. reviewed this material and
have judged it to be consistent with the proposed design.
NOTE --- In accordance with General Statutes 143-215.6,A 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 tine 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 1..5A NC.,,\C 021 .01
attest that this application for
(Signature Authority's name & title from :Application Item 1.3,)
has been reviewed by me and is accurate and complete to the best of iny 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 inetymplete. 1 understand that any discharge of wastewater from this non -
discharge systetn to surface ‘vaters or the land will retitlit in an immediate enforcement action that may include civil penalties.,
injunctive relief, amid 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.
NO - 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 S110„000 as well as civil penalties up to $25,000 per violation,
Signature.:
Date: 57/
FORM: FTA 04-16
Page 5 of 5

State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID: 1663670
Date Filed: 24/2018 2:36:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2018 039 00913
Pursuant to §57D-2-20 dale 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:
Riverhead Concord Properties
(See Item tot' the instructions for appropriate entity deli
LC
2. The name and address of each person executing these articles of organization is as follows: (State whether
each person is executing these articles of or nization in the capacity of a member, organizer or both by
checking all applicable boxes.) Note: This document must be signed by all persons listed.)
Name
Bass
Business Address
Moore & Van Allen PILC
100 North Tryon Street, Suite 4700
Charlotte, North Carolina 28202
The name of the initial registered agent is:
Capacity
0 Member
0 Member
CT, orporatioa System
Organizer
0
4. The greet address and county of the initial registered agent office of the limited liability company is:
Number and Street:
City: Raleigh
State: pir
L
CourtSt.dte
Zip Code: 27615 County: Wake
The mailing address, if different from the street address, of the initial registered agent office is:
Number and Street:
City:
State:
Zip Code:
zer
County:,
6. Principal office information: [Select either (a) or (b)]
(a) 0 The limited liability company has a principal office. (Select either a or b)
The principal office telephone number:
The atreet address and county of the principal office of the limited liability company is:
Number and Street:
City: State: Zip Code: County:
BUSINESS REGISTRATION DIVISION
(Revised August 2017)
P.O. Box 29622
Page 1 of 2
RALEIGH, NC 27626-0622
Form 1,01
CHAR211991795v I

The retailing addres4, if different from the street rdress, of the principal office of the company is:
Number and Street:
City: State:
(h
Zip Code:
The limited Liability company does not have a principal office.
County: _
Any other provisions which the limited liability company elects to include (e.g., fhe purpose of the entity)
are attached.
(Optional): Listing of Company Officials (See instructions on the importance of listing the company officials
in the creation document.
Title
(Optional): Please provide a busirtess email address:
The Secretary of States Office will e-mail the husine automatically at the address provided ataave at no cast wren a a nem. is
filed, The e-mail provided will not be viewable on the website. For more information on why this service is offered, please see the
instructions for this document.
d
Privacy Redaction
10. These articles will be effective upon filing, unless a future date is specified:
This the 8iday of February, 2018..
air �. bass Oratait
Type Name and Title
The below space to be used if more than one organizer or member is Listed in Item #2 above.
Signature
Type Name and Title
Signatun
e Name and 'Tit
Sig,
ype Name and Title
Type Name and Title
NOTE:
1. Filing fee is $125. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION
(Revised August 2017)
P.O. Box 29622
Page 2 of 2
RALEIGH, NC 27626-0622
Form L-01
C 11AR2'li 991795v I

ortlyCarolina.::SetTeart. ibf:.Stkte
File an Annual Report/Amend an Annual Report Upload a PDF Filing Order a Document Online
Add Entity to My Email Notification List View Filings Print an Amended a Annual Report form Print a
Pre Populated Annual Report form
Li ited Liability Company
Legal Name
Riverbend Concord Properties H LLC
Information
Sosic: 1663670
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 2/8/2018
Registered Agent: CT Corporation System
resses
Reg Office Reg Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200
Raleigh, NC 27615 Raleigh, NC 27615
any fficials
All LLCs are managed by their managers pursuant to N,C.G.S. 57D-3-20.
:..11ttps:hfwcywsosnc,go:NdontineLservitesl.soae.ht Rusint.§.:R,egj:s:trationLRettlts: 5

September 12, 2018
VIA EMAIL ONLY
City of Concord
elo Oak Engineering
ineerin
Attn: Greg Walsh
[e-mail]
Re: Riverberrd Concord properties fl LLC
Tear Crt
g
Van Atte
A trays atLa
Suits 4700
100 North Tryon Str*
Charlotte, NC 28202
vet
m an attorney with doors& Van .Alen 1 LLC, licensed to pr reticc i1r the State of l'irrth
Carolina and am counsel for l iverbend Concord properties l LL.C, a North_ Carolina limited
liability corrrparry (the "Developer')
understand that this letter mil[ e relied upon solely by the City of Concord.
Scott Bosco is a Vice Preside and is authorized to sign pert x►it applications on behalf of
Developer.
Very truly yours.
C TATt'313080692v1
ire, NC
rtltirtts 'ttrrk.NC

WSACC
October 19., 2018
14.14VIDI $t3t Puk Sachet • (18.S.;413a1IN1
Mr. Lloyd Payne
City Manager
City of Concord
P,O, Box 308
Concord, NC 28026-0308
Subject: Flow Acceptance Request — City of Concord
Griffin International Spec Buildings
Dear Mr„ Payne:
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
232„Davidson Hwy,
Concord, NC 28027
704,786.1783 • 704,795.1564 Fax
www.wsacc.org
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of Cabarrus County
(WSACC) tram the City of Concord on October 19, 2018. WSACChas or will have capacity at the Rocky River Regional
Wastewater 'Treatment Plant and appropriate sewer interceptorss to transport and treat the commercial wastewater from the
proposed project entitled .Grittin International Spec Buildings., located off International Drive. The referenced project will
serve an 87-bay warehouse, with a projected flow of 8,'700 gallons per day (gpdl) The wastewater generated by this project
will be conveyed through a proposed force main, through the existing gravity system, and then enter WSACC's system at the
existing 48-inch Irish Buffalo Creek Interceptor. WSACC acknowledges it has or will have capacity for wastewater from the
proposed development based on information provided by Oak Engineering, PLLC (Civil Engineer for the project) using
North Carolina Department of Environmental Quality (NCDEQ) wastewater flow guidelines,
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005. -- 2006. funding Capital
Projects entirely from Capital Reserves, and WSACC expects to continue this policy into the finure. Projects on the Cl1P are
subject to approvid by WSACC's Board of Directors, support horn local governing bodies, regu.l.atory approval, and funding
availability. The list. and .schedule ofCIP projects are tentative and are revised periodically to reflect changing conditions and
needs,
If construction of this .project does not commence within two (2) years of the date of this notice, the notice is rescinded and a
second request and notice will be required before flow capacity is accepted. Please notify WSACC, in writing, when
construction of this project is initiated, This sewer capacity allocation may also be cancelled pursuant to the conditions set
forth in the WSACC Sewer Allocation and Commitment Policy,
Please note that the final .commitment to service to provide .wastewater treatment services shall occur upon application for
a building permit fbr the project and when system development fees are paid pursuant to N.C.G.S. 062.4,.4rticle 8.
11 you have any questions, please call me at [phone], extension 104,
Sincerely,
Thomas Halm, PE
Utility Systems Engineer
cc: Sherri Moore/Concord
Greg Welsh, PE/Oak Engineering, PLI..„C
Michael Wilson/WSACC
-rim Kiser, PEAVSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC.l.

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
risdiction Requesting Flow Acceptance: Date: September 12, 2018
City of Concord OCity of Kannapolis Drown of Harrisburg OTown of Mt. Pleasant
OCharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Griffin Interuationstl SDK pilildirass —(CoC Proffer #20l8.O32l
Description: The Griffin Internetionaj Sine Buildings engineering plans and specifications. a prepared and sealed by
jgPLLCJorthepriae ateater ollectionf
26 gpm at 32 fepj 'DP duplex HP Grinder Pump Package rftunp station with 0,0087 mop firm caPaciti and 050 liner
fss.L.QL2-inch ftrce Main and other sopurtenances,to scrve a 147.000 so, ft. and 136.500 s j peculative witelio=
ff offonlar Tent Road and International Drive. with a wastewater discharge of
Where will tine new line be connected:
o Directly into a WSACC Interceptor
Into the Jurisdiction's existing collection sysiem
0 Into a private line
Describe the location of the tie-in line to which the new sewer tint will connect: The proposed private pump station
forrA plain extension will ticnn to the existing 8-incti. 12 nth and 24-inch sanitary sewer system, which
extends to the 48-ipsh RCY WS.ACc Irish fittiffilo Creek interceptor
Which WSACC Interceptor will the flow ultimately be discharged into; 48-inch RCP WSACC Irish Buffalo Creels
lasacptor
What is the WSACC manhole number that the flow will be discharged into? Node OW 12
What is the quantity of flow that will be discharged? 8,700 GPO
Flow type:
O DomesticDomesti ii Commercial Industrial
of wastewater treatment facility (WWTF) receiving wastewater:
ky River Wastewater Treatment Facility — Permit IONC0036269
ddy Creek Wastewater Treatment Fidility * Permit JONC04181621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawin8s can be submned
as a digital file (DWG) or distance and bearing starting with the tap on existing infrastructure.
If the new line is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap, will
be required before flow acceptance will be provided,
Mark Lomax at 744-786-1783, ext, 231, must be notified 48 hours in advance of a connection into a WSACC interceptor.
WSACC will inspect connection before, during, and after compietion.
lf construction is not started within two (2) year front the date of approval of the flow acceptance for this project, the
approval is rescinded and a second request and approval will be required/or the project
SACC USE ONLY: DATE:
0
Current sewamodel show!fen bnterceptor as being surcharged south of the manhole in question.
Approved 114A$ 0 Not Aproved
Current Sewer Model shows: stacctLiVr4r E )(CPIs (_A PAC t F. GALLO
DP 6C U) AT PA DAILY R.004 CV NI) al 0"5

''''*"tttltsvvogao".-'
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE -04/16)
WSACC USE ONLY) Griffin Internationa1 Spec Buildings
Section L Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility - Permit #NC0036269
Muddy Creek Wastewater Treatment Facility Permit #NC0081621
WWTPfacility's permitted flow, MGD
Estimated obligated flow not yet tributy to the WWTP, MGD
WWTP facility's actual avg, daily flow, MGD
Total flow for this specific request, MGD
ToiaJactuiob1tedflows to the faci1ity, MGD
26.500
.79
17. 0 (64.30%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Piunp Station
(Manse Or Number)
rm C
(A)
Aircrew Daily Flow
(Firodp1)
MGD
Appmx Current
Average Daily Flaw
MGD
Y Total Current Flow
Tributary Duly Flow Plus Opted Flow
MGO MGO
Avaiiable
Capacity***
c.
11,734
0.442
• The Etna Capacity of ady pomp station hi delilised as the CIES7a1811111 pumped flew that me achieved with the is
"'Desists Average Ugly new is the firm capacity of the pump station divided by * peaking tamer sat lees than Z.&
* **A Pitman! Assessinatt Addendum shall be attached for OSA pomp statio* located between the project connection po
by is <0.,
Section 111 WSACC Certification Statement:
I, L_TIQ. PE, 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 from the connection to the WSACC interceptor 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 oenifieation ,,fies to those items listed above in Section 1 and Section 11 plus all attached planning
assessment addendums for which lam the responsible party. Signature of this form indicates WSACC's guarantee of
capacity for this wastewater flow. Notwithstanding the guarantee of capacity, WSACC does not make a commitment to
service this wastewater flow until a building permit is requested through the Cabarrus County Building Inspections
Department and WSACC receives payment of the System Development Fee,
ACC1Signing Official Signature

DIvIslon of Water Reso
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —01/14)
(JURISDICTION USE ONLY)
Griffin International Spec Buildings —((oC Project #2018-032)
Jurisdiction Requesting Flow Acceptance for Collection System:
City of Concord lCity of Kannapolis Town of Harrisburg DTown ofMt Pleasant
Charlotte Mecklenburg Utilities
Project Title, Description, and 'Number of Lots/Unit:
Project Title: Griffin International Spec Buildings - (CoC Project #2018-032)
Description: The Griffin International Spec 'Buildings engineering plans and specifications, as prepared and sealed by Greg
Welsh, NUPE,. with Oak E.ngineering, PLL,C, for the private wastewater collection system extension consisting of a 26 gpm at
32 fe-et TDH. du lex HP Grinder Purn Packa e UM station with 0.0087.MGD firm ca. a- and 650 linear feet of 2-inch
force main an.d oJrp.jurtenances to serve a 147,000 sq. -ft. and 136,500 sq._fi speculative warehouse buildings with 87
loading bays located off of Poplar Tent Roadand International. Drive, with a wastcwaterdjjareof87GPD.
What is the quantity of flow that will be discharged? 8,700 GPD
Flow type:
Domestic
Commercial 100 % [I] Industrial
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
ce or connection oin
Puinp Station
(Name or Number)
Frrn Capacity *
MCI)
(A) (B) (C) (D)
Design Average' Daily now A pprox, Current Obligated, Not: Vet Total Current Flaw
(Firinipf) Average Dally flow Tributary Daily Flow plus Obligated, Fkw
MGD MGD MCD MGD
* The Firm Capacity co any pump station is defined as the maximum pumped flow that can he 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 not less than 2.5.
"-"A Planning Assessment Addendum shall be attached Inc each pump station located between the project connection point and the WWTP where Available Capacity is < O.
VET9:A-D)
Avaitabte
Capariiy***:
MCI)
Section 11. Jurisdiction's Certification Statement:
1, M. Sue Hyde, certify that, to the best of my knowledge, the addition of the volume of wastewater to be permitted in this
project. has been evaluated along the route to (he receiving WSACC interceptor; and the flow from this project is not
anticipated to cause any capacity related sanitary sewer overflows or overburden on any downstream pump station in route to
the receiving WSA.CC interceptor normal circumstances, given the implementation of the planned improvements identified in
the planning assessmentwhere 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 Section I plus all attached
planning assessment addendums for which, to the hest of my knowledge, will not adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance of this wastewater flow.
Sue H de
Digitally signed by Sue Hyde
Date 2018.10,15 1327135
'Irisdiction's Signing Official Signature Dale
Revision Date: 05/09/D 3

The National Map Advanced Viewer
April 18, 2018
1:14,731
0 0,13 0,25
0 0.2 0.4
0,5 mi
0,8 km
USGS The Natkanal Map: National BotroParies Dermal, National Elevation
Datesety Geographic Names Information System, National Hydrography
USGS
Foresr Service, Dela Refreshed ApPI 10. 2018 1 USGS TWO Naional Slnyclures. Dateset, Data refreshed April 10, 2018, 1 USGS The Natonal Maw Geographic, Names Infonnation System, Data Refreshed April 10, 2018 y USGS TNM - US Top. Data Refreshed April, 2018, y

State of North Carolina
Division of Environmental Quality
Division of Water Resources
610 P. Center Avenue
Mooresville, North (arollna
(/0) 663-1699
RE. Griffin Intern ti°nal
Power Reliability Plan
To Whom
ay Concern:
RerLured fo
ortale Reliability Option Utilized for Pump Stationl
The undersigned applicant and owner of the proposed facility acknowledges and agrees that a portable
power generation unit or portable, independently -powered pumping units, associated appurtenances
shall be available for distribution and operation of the proposed pump station,
Sincerely,
Scott Bosco
liverbend Concord Properties ll, LC
c/o Griffin industrial
204 West Newberry Road
Bloomfield, 6T 06002
(860) 6-7660

August 31,2018
COVER LE ER
RE: Private aoint ry Server Extension Apollo on: Griffin Interne na
4530 Poplar Tent Rd Concord, I l
Griffin Industrial Realty, Inc. is proposing the construction of two new speculative
industrial +warehousing facilities at 4530 Poplar Tent Road in Concord,. Loath Carolina (Parcel Ilk's t 1-
, 5601-70,4051 and t 1- 9 4,,The proposed improvements will include a 1 , - f
building, a r ,i -sf building,. shored buck court and approximately vehicultar parking spaces to
serve the park.
The two buildings will be;served by a sanitary seer extension connecting to an existing manhole
in Poplar Tent Rood. This application includes approaairrrately 6feel of private -inch PVC to be
permitted. An additional 1 -feet and 1' -feet of non-pernaitted private inch PVC will connect Building
and Building B to the permitted system.
Thank you for your review of this priet. If you have zany questions
contact me of lake ooloengineering.
Sincerely¢
Luke Buagnke, PE
OAK IC .."i
aalo ngineering
aiding th
submittal, please

November 12, 2018
Ori Tuvi a
NCDEQ VVater C uality Section
Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
" -2 5.21 g
RE: Griffin International
530 Poplar Tent Rd, Concord, NC
NC EC Private Sanitary Sever Extension Per ittin
Mr Tuvia,
Enclosed are the follo
your use::
Fast Track Sewer System ;application -2 copies
Cover Letter - 2 copies
NC Secretary of ;fate Filing - 2 copies
Registered Agent authorisation 2 copies
Flow Tracking/acceptance Form -- 2 copies
Site Maps - 2 copies
Rower Reliability letter - 2 copies
Check far $480:00 to NCCEC
Please let e kno if you need any additional information far your review of this project.
Sincerely,
Luke J. Bugenske, PE
OAK
ocak:engine ring

FAST TRACK SEWER ENGINEERING CERTIFICATION
PEttroilITTEE: RIVERBEND CONCORD PROPERTIES 11, LLC
PERMIT #: WQ0040425
PROJECT: GRIFFIN INTERNATIONAL
ISSUE DATE: NOVEMBER 15, 2018
This project shall not be considered complete nor allowed to operate in accordance with standard
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 to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
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 by the 'Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted,
PERMITTEE'S CERTIFICATION
1, 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/constniction information to the Permittee, and the Permittcc is prepared to operate & maintain the
wastewater collection system permitted herein Or portions thereof.
Scott Bosco, VP Construction
Printed Name, Title
Date
ENGINEER'S CERTIFICATION
1, Greg Welsh, PE , as a duly registered Professional Egineer in the State of North Carolina,
having been authorized to observe (X periodically, Ell weekly, J fullfuil tirne) 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 wisignaturc & date:
LXJ Final LI Partial (include description
Certification Comments/Qualitiers (attach if necessary):
9/11/19
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Region& Office Phone: [phone] FAX: [phone]

CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per I5A NCAC 02T.01 16.
Certifying Engineer: Greg Welsh, PE
Certification Review Date: 9/11/19
,
Project Name: Griffin International
wQop 40425 Project County: Cabarrus
I) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change of ownership, transfer from developer to I-10A/P0A, etc. Yes Dia 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/POA must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? J Yes 0 No
3) Final Engineering certification? J Yes 0 No
• if Partial Engineering certification, provide detailed narrative i.neluding 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: f3 Yes El No 0 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) Adcquatc information related to pump stations: ri Ycs Ej No 0 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:
Yes n No El N/A
• I5A NCAC 02T, MinimumDesign Criteria (MDC) for the permitting of Grav4 Scwerj1atcst version), and
MDC for Jhe Permitting of Pump Stations and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02T.0 105 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 doeurne ts.
7) Does the project contains high priority lines (15A NCAC 02T .0402(2))? El Yes gj 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)? I-- Yes 4 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 operationsSection 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office
Phone: [phone] FAX: [phone]