WQ0040425_Application_20181115 (3)

Central Files: APS _ SWP _
11 /15/2018
Permit Number WQ0040425
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
ori.tuvia
Coastal SWRuIe
Permitted Flow
8,700
Facility
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Griffin International Minor Mooresville
Location Address County
Cabarrus
Owner
Owner Name
Riverbend Concord Properties II LLC
Dates/Events
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Scott Bosco
204 W Newberry Rd
Bloomfield CT 06002
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
11 /15/2018 11 /13/2018 11 /15/2018 11 /15/2018
Regulated Activities Requested /Received Events
Office Additional information requested
Wastewater collection Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

OAK
E N G I N E E R I N G
TRANSMITTAL
November 12, 2018
Ori Tuvia
NCDEQ — Water Quality Section
Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
704-235-2190
RE: Griffin International
4530 Poplar Tent Rd, Concord, NC
NCDEQ Private Sanitary Sewer Extension Permitting
Mr. Tuvia,
Enclosed are the following items for your use:
• Fast Track Sewer System Application — 2 copies
• Cover Letter — 2 copies
• NC Secretary of State Filing — 2 copies
• Registered Agent Authorization — 2 copies
• Flow Tracking/Acceptance Form — 2 copies
• Site Maps — 2 copies
• Power Reliability Letter — 2 copies
• Check for $480.00 to NCDEQ
HECB;�!E o1NCDENRIDWR
NOV 13 Z018
WQROS
MOORESVILLE REGIONAL OFFICE
Please let me know if you need any additional information for your review of this project.
Sincerely,
*1 �
LukeJ. Bugenske, PE
OAK E N G I N E E R I N G
oak.engineering
u

OAK
E N G I N E E R I N G
August 31, 2018
COVER LETTER
RECEIVEDINCDENRIDWH
NOV 13 2018
WQROS
MOORESVILLE REGIONAL OFFICE
RE: Private Sanitary Sewer Extension Application: Griffin International
4530 Poplar Tent Rd, Concord, NC
Griffin Industrial Realty, Inc. is proposing the construction of two new speculative
Ind ustrial/warehousing facilities at 4530 Poplar Tent Road in Concord, North Carolina (Parcel ID's 5601-
70-5554, 5601-70.4051 and 5601.70-9496). The proposed improvements will include a 136,500-sf
building, a 147,000-sf building, shared truck court and approximately 270 vehicular parking spaces to
serve the park.
The two buildings will be served by a sanitary sewer extension connecting to an existing manhole
in Poplar Tent Road. This application includes approximately 650-feet of private 2-inch PVC to be
permitted. An additional 12-feet and 198-feet of non -permitted private 6-inch PVC will connect Building A
and Building B to the permitted system.
Thank you for your review of this project. If you have any questions regarding this submittal, please
contact me at [e-mail].
Sincerely,
Luke Bugenske, PE
OAKENGINEERING
oak.engineering

DWR State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: W00 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Riverbend Concord Properties II LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Scott Bosco per 15A NCAC 02T 0106(b)
Title: Vice President, Construction Mana emen[
;7ECENED1NcDrNRIDWR
4. Applicant's mailing address: 204 West Newberry Road Nov 13 Z016
City: Bloomfield State: CT Zip: 06002-_ WOROS
5. Applicant's contact information: MOORESVILLE REGIONAL OFFiCE
Phone number: 860 286-7660 Email Address: sbosco@griffinindustrial com
II. PROJECT INFORMATION:
I. Project name: Griffin International
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00_ and issued date: _
If new construction but part of a master plan, provide the existing permit number: WQ00_
3. County where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.4151° Longitude:-80.6536'
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, PE License Number: 33996
Firm: OAK Engineering PLLC
Mailing address: 828 East Boulevard
City: Charlotte State: NC Zip: 28203
Phone number: [phone] Email Address: gregRoak.entzineering
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
Facility Name: WSACC Rocky River W WTP Permit Number: NCO036269
Owner Name: Water & Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
Permit Number(s): WQ Unknown Downstream (Receiving) Sewer Size: 8" inch
System Wide Collection System Permit Number(s) (if applicable): WQCSWOCS00326
Owner Name(s): City of Concord
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
I . If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement
(FORM DEVI been attached?
❑ Yes [:]No NN/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM HOA) been attached?
❑ Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls)
❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service
❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Swimming Pool /Clubhouse
N Businesses / offices / factories ❑ Nursing Home
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial 0 % Commercial
0 %II Industrial (See 15A NCAC 02T 0103(20))
`—GIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T 01 14(f)? ❑ Yes N No
➢ If Yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a.n
No. of Units
Flow
Building A - Warehouse
100 gal/loading bay
44
4,400 GPD
Building B - Warehouse
100 gal/loading bay
43
4,300 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
8,700 GPD
a See 15A NCAC 02T 01141b) (d) (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 8 700 GPD (per 15A NCAC 02T 0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
N/A
➢ Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to mininmm slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1 HP Grinder Pump Packase
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.4160° Longitude:-80.65290
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 (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
2 650 PVC
6. Power reliability in accordance with 15A NCAC 02T 0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
® Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(o contains minimum separations that shall be rovided to
sewers
st,�,.
Setback Parameter*
Se aration Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class 1 or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T 0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpa e
➢ If noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .02009 ® Yes ❑ No ❑ N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T 0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T 0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N/A
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version) and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supportine documents
2. Professional Engineer's Certification:
i
(Professional
name from Application Item
that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
(Signature Authority's name
Application Item 1.3.)
t\ CARO'l-,
oEessi�..�i.
T . ,o
8/30/18
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: 3dzz� Date: Va,///
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: 2/8/2018 2:36:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2018 039 00913
Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: Riverhead Concord Properties II LLC
(See Item lof the Instructions for appropriate entity designation)
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 organization in the capacity of a member, organizer or both by
checking all applicable boxes.) Note: This document must be signed by all persons listed.)
3.
4.
5.
0
Name
Business Address
Moore & Van Allen PLLC
100 North Tryon Street, Suite 4700
Evan M. Bass Charlotte, North Carolina 28202
Capacity
❑ Member ® Organizer
❑ Member ❑ Organizer
The name of the initial registered agent is: CT Corporation System
The street address and county of the initial registered agent office of the limited liability company is:
Number and Street: 160 Mine Lake Court, Suite 200
City: Raleigh State: NC Zip Code: 27615 County: Wake
The mailing address, if different from the street address, of the initial registered agent office is:
Number and
City:
State: Zip Code:_ County:
Principal office information: [Select either (a) or (b)]
(a) ❑ The limited liability company has a principal office. (Select either a or b)
The principal office telephone number:
The street address and county of the principal office of the limited liability company is:
Number and
City: State: Zip Code:_ County:
BUSINESS REGISTRATION DIVISION P.O. Box 29622 RALEIGH, NC 27626.0622
(Revised August 2017) Page 1 of Form L01
CHAR2\I991795vl

The mailingaddress, if different from the street address, of the principal office of the company is:
Number and Street:
City: State: Zip Code:_ County:
(b) ® The limited liability company does not have a principal office.
Any other provisions which the limited liability company elects to include (e.g., the 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.
Name
Title
Business Address
Privacy Redaction
9. (Optional): Please provide a business e-mail address:
The Secretary of State's Office will e-mail the business automatically ;ai the adaress proviaca soove 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.
10. These articles will be effective upon filing, unless a future date is specified
This the 81" day of February, 2018.
Evan M. Bass, Organizer
Type Name and Title
The below space to be used if more than one organizer or member is listed in Item #2 above.
Signature Signature
Type Name and Title Type Name and Title
Signature Signature
Type 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 P.O. Box 29622 RALEIGH, NC 27626-0622
(Revised Augur 2017) Page 2 of 2 Form L-01
CI IAR2\1991795vl

North Carolina Secretary of State Search Results
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Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Limited Liability Company
Legal Name
Riverbend Concord Properties II LLC
Information
Sosld: 1663670
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 2/8/2018
Registered Agent: CT Corporation System
Addresses
Reg Office
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Company Officials
Reg Mailing
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosne.gov/online_services/search/Business_Registration_Results 1 1 / 13/2018

September 12, 2018
VIA EMAIL ONLY
City of Concord
c/o Oak Engineering
Attn: Greg Walsh
greg @oak. engineering
Re: Riverbend Concord Properties II LLC
Dear Greg:
1I 117 %e 711,11 T1
Moore & Van Allen PLLC
Attorneys at Law
Suite 4700
100 North Tryon Street
Charlotte, NC 28202-4003
T 704 331 1000
F 704 331 1159
www.mvalaw.com
I am an attorney with Moore & Van Allen PLLC, licensed to practice in the State of North
Carolina and am counsel for Riverbend Concord Properties II LLC, a North Carolina limited
liability company (the "Developer").
We understand that this letter will be relied upon solely by the City of Concord.
Scott Bosco is a Vice President and is authorized to sign permit applications on behalf of
Developer.
Very truly yours,
Evan
Allen PLLC
Esq.
CAAR212060692vl Charlotte, NC
Research Triangle Park, NC
Charleston, SC

WSACC
ISO1W0UM • NOStir PuNicSector • ONSAS1800 27
Mr. Lloyd Payne
City Manager
City of Concord
P.O. Box 308
Concord, NC 28026-0308
October 19, 2018
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) from the City of Concord on October 19, 2018. WSACC has or will have capacity at the Rocky River Regional
Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the commercial wastewater from the
proposed project entitled Griffin 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 (gpd). 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 future. Projects on the CIP are
subject to approval by WSACC's Board of Directors, support from local governing bodies, regulatory approval, and funding
availability. The list and schedule of CIP 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 for the project and when system development fees are pair! pursuant to N.C.C.S. §162A, Article 8.
If you have any questions, please call me at [phone], extension 104.
Sincerely,
J. Thomas Hahn, PE
Utility Systems Engineer
cc: Sheri Moore/Concord
Greg Welsh, PE/Oak Engineering, PLLC
Michael Wilson/WSACC
Tim Kiser, PE/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: September 12, 2018
®Cityof Concord []City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Griffin International Suet Butldtnas—
*Number of Lots: I OR *Number of Units: 2 *Must be included in request.
Where will the new line be connected:
❑ Directly into a WSACC Interceptor
® Into the Jurisdiction's existing collection system
❑ Into a private line
Describe the location of the tie-in line to which the new sewer line will connect: The proposed private pump station
and 2-inch force main extension will tie-in to the existing 8-inch. 12-inch and 24-inch sanitary sewer system which
extends to the 48-inch RCP WSACC Irish Buffalo Creek Interceptor
Which WSACC Interceptor will the Bow ultimately be discharged into: 48-inch RCP WSACC Irish Buffalo Creek
Interceptor
What Is the WSACC manhole number that the flow will be discharged into? +/- Node 011115
What is the quantity of flow that will be discharged? 8.700 GPD
Flow type:
❑ Domestic % ® Commercial 100 % ❑ Industrial %
Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility— Permit #NCO036269
❑ Muddy Creek Wastewater Treatment Facility— Permit #NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted
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 704-786-1783, ext. 231, must be notified 48 hours in advance of a connection into a WSACC interceptor.
WSACC will inspect connection before, during, and after completion.
If construction is not started within two (2) year from the date of approval of the flow acceptance for this project, the
approval is rescinded and a second request and approval will be required for the project.
WSACC USE ONLY:
DATE:
❑r Current sew�del showsp" Interceptor as being surcharged south of the manhole in question.
I� Approved Illu,,m {JAUN ❑ Not Approved
❑ Curren; Sewer Model shows: c�stitc �S___] XCF.Lt__LA-QAr-t-74Y F;w— Y,,7ov

State of North Carolina
Department of Environmental Quality
Division of Water Resources
s , _ Flow Tracking/Acceptance for Sewer Extension Applications
Division of Waiter Resources (FTSE—04/16)
(WSACC USE ONLY) Griffin International Spec Buildings
Section I. Name of wastewater treatment facility (W WTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
f7 Muddy Creek Wastewater Treatment Facility Permit NNCO081621
WWTP facility's permitted flow, MGD 26.500
Estimated obligated flow not yet tributary to the WWTP, MGD 2.790
WWTP facility's actual avg. daily flow, MGD 17.040 (64.30%of permit)
Total flow for this specific request, MGD 0.009
Total actual and obligated flows to the facility, MGD 19.839
Percent of permitted flow used 74.86%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or Number)
Firm Capacity v
MGD
(A)
Design Average Daily Flow •"
(Fumfpn
MGD
(B)
Approx Current
Average Daily Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(D)=(B+C)
Total Current Flow
Plus Obligated Flow
MGD
(E)-(A-D)
Available
Capacity"
MGD
RRRWWTP MPS
55.440
22.176
11.040
0.694
11.734
10.442
"The Plan Gpacly olaay pump station Is cleaned as the maximum pumped flow that can be achieved with the largest pump taken out ofurviee.
""Design Avenge DNIy Flow Is the arm capacity of the pump station divided by a peaking factor not less than 2.5.
"•"A Phnala Auastmnl Addendum than be attached forneh pump station [sealed between the project connection point and the WWTP where Available Capacity is <0.
Section 1II. WSACC Certification Statement:
I, j, Tho uas Hahn, 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 certification applies to those items listed above in Section 1 and Section II plus all attached planning
assessment addendums for which I am 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. ,
's Signing Official Signature

DWRState of North Carolina
Department of Environmental Quality
Dlvlslon of Water Resources Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—01/14)
(JURISDICTION USE ONLY)
Griffin International Spec Buildings — (CoC Project #2018-032)
Jurisdiction Requesting Flow Acceptance for Collection System:
®City of Concord ❑City of Kannapolis ❑Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of LotstUnit:
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, NCPE, with Oak Engineering, PLLC, for the private wastewater collection system extension consisting of a 26 gpm at
32 feet TDH duplex HP Grinder Pump Package pump station with 0.0087 MGD firm capacity and 650 linear feet of 2-inch
force main and other appurtenances to serve a 147,000 sq. ft. and 136,500 scl. ft. speculative warehouse buildings with 87
loading bays located off of Poplar Tent Road and International Drive, with a wastewater discharge of 8,700 GPD.
What is the quantity of flow that will be discharged? 8 700 GPD
Flow type:
❑ Domestic % ® Commercial 100 % ❑ Industrial %
Section I - List the Jurisdiction's pump stations located between the project connection point and the WSACC
Interceptor connection point.
(A)
(B)
(C)
(D) — (B+C)
(R)=(A-D)
Pump Station
Firm Capacity *
Design Average Daily Flow **
Approx. Current
Obligated, Not Yet
Total Current Flow
Available
(Name or Number)
MGD
(Fim✓pt)
Average Daily Flow
Tributary Daily Flow
Plus Obligated Flow
Capacity***
MGD
MGD
MGD
MGD
MGD
N/A
* 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 not less than 2.5.
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the W WTP where Available Capacity is <0.
Section II. Jurisdiction's Certification Statement:
I, 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 the 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 WSACC interceptor normal circumstances, given the implementation of the planned improvements identified in
the planning assessment where applicable. This analysis has been performed in accordance with local established policies and
procedures using the best available data. This certification applies to those items listed above in Section I plus all attached
planning assessment addendums for which, to the best of my knowledge, will not adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance of this wastewater flow.
Daoll. signed by Sue HydeSue Hvde .,Pal101s t a'nn'
Jurisdiction's Signing Official Signature Date
Revision Date: 08/09/13

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GRIFFIN INTERNA
/
I
POPLAR TENT ROAD
SR #1384
PROPOSED SEWER CONNECTION
TYING INTO EXISTING SANITARY SEWER MAIN
AT MANHOLE LOCATED IN POPLAR TENT ROAD
RIGHT -OE -WAY
(T
SCALE: 1" = 200'

State of North Carolina
Division of Environmental Quality
Division of Water Resources
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
RE: Griffin International
Power Reliability Plan (Required for Portable Reliability Option Utilized for Pump Station)
To Whom it May Concern:
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
Riverbend Concord Properties Il, LLC
c/o Griffin Industrial
204 West Newberry Road
Bloomfield, CT 06002
[phone]