WQ0041547_Application (FTSE)_20200318

RSBORN
ENGINEERING GROUP
605 LEXINGTON AVE. SUITE 301
CHARLOTTE, NORTH CAROLINA 28203
PHONE [phone]
WWW.ORSBORN-ENG.COM
To: NCDEQ-Mooresville Regional Offic
610 E. Center Avenue, Suite 301
Mooresville, NC 28115
[phone]
Attn: Barry Love
Qtv. Date
TRANSMET
h"A,
Project: 19046 M `'s CSV! t F ial_ ,I
Carolina Premium Beverage
Date: 03,13.2020
Sent Via: Courier
Descrintion
1
Fast Track Application (original)
1
Fast Track Application (copied) -
1
Cover Letter
1
Application Fee - $480 (Check 1137)
1
FTSE
1
Site Map (QUAD)
® For Approval
❑ For Your Use
❑ As Requested
Barry,
❑ For Review and Comment
❑ Approved as Submitted
❑ Approved as Noted
❑
Returned for Corrections
❑
Returned After Review
❑
Resubmit for Approval
Enclosed is the Fast Track Application submittal package for Carolina Premium Beverage (Land Development
Project Number, LDX-2020-00002).
Please let me know if you need anything else.
Thank You
Copied To: Signed:
Blong Ya1a , EI

Carolina Premium Beverage
Charlotte, North Carolina
Project Narrative
March 11t" 2020
Carolina Premium Beverage project scope includes the development of an
industrial/warehouse type building, approximately 228,000 sf, with supporting parking & truck
court infrastructures at the southern quadrant of Beam Road and Pine Oaks Drive in Charlotte,
North Carolina.
Building will be served by a proposed 8" private sanitary sewer collective system connecting to
an 8" public sanitary sewer system downstream, which ties into existing public system.

State of North Carolina
Department of Environmental Quality
DWR 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: Pt(to be completed by DWR)
0
All items must be completed or the application will be returned
fi
I. APPLICANT INFORMATION: MRO1i00RrSi/ I L( r RF ('310NAI- Of - I#'
I. Applicant's name: Beacon Beam Road LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Sean McDonnell per 15A NCAC 02T .0106(b)
Title: Director Build To Suit
4. Applicant's mailing address: 500 E. Morehead Street Suite 200
City: Charlotte State: NC Zip: 28202-
5. Applicant's contact information:
Phone number: (7U4 597-7757 Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Carolina Premium Beverage
❑ Privately -Owned Public Utility
❑ Other
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: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.18' Longitude:-80.93'
5. Parcel ID (if applicable): 141-301-04
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jeffery C. Orsborn License Number: 028786
Firm: Orsborn Engineering Group, PA
Mailing address: 605 Lexington Avenue, Suite 301
City: Charlotte State: NC Zip: 28203-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek Permit Number: NCO024970
Owner Name: CLTWater (CMUD)
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQUnkown Downstream (Receiving) Sewer Size: 8 'inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): CLTWater (CMUD)
FORM: FTA 04-16 Page 1 of 5

VL GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: % Domestic/Commercial % Commercial
100 % Industrial (See 15A NCAC 02T .0103(20))
I �bIs there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ®No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow',b
No. of Units
Flow
Warehouse
100 gal/loading bay
27
2,700 GPD
Office
25 gal/employee
250
6,250 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
8,950 GPD
a See 15A NCAC 02T .0 1 14(b), (d), (e)(1) and e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 8,950 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
8" 437 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 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)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
94110 M
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any buildin 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.0305W contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ "Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305( or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer PermittingBranch
ranch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 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?
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
Jeffery C. Orsborn attest that this application for
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
I,
Sean McDonnell, Director Build To Suit
(Signature Authority's name & title from Application Item I.3.)
�2 796
. 4
HQiNEs�—"O' e°,
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:
0­
Date: J, 12-. _Z-O Z-0
FORM: FTA 04-16 Page 5 of 5

•
February 10, 2020
Mr. Blong Yang
Orsborn Engineering Group, PA
605 Lexington Avenue
Suite 301
Charlotte, NC 28203
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
CAROLINA PREMIUM BEVERAGE
3900 AVENUE OF THE CAROLINAS, FORT MILL, SC
CLTWATER TRACKING# 2020568
After an analysis of the sanitary sewer associated with the proposed design of project, 2020568,
CAROLINA PREMIUM BEVERAGE, it was determined that there is sufficient capacity to
accommodate the proposed sewer flow of 8,950 gallons per day(250 emp/shiftx 25 gpd/emp/shift;
27 loading bays x 100 gpd/bay) at the connection point(s) indicated on the submitted utility plan for
transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number
NC0024970, for treatment. This acceptance of flow is based upon the existing capacity of the
designated publicly owned treatments works. Please see attached NCDEQ-FTSE form.
Charlotte Water (CLTWater) agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986 and The Water
Supply Management Plan, PWS ID # 0160010 on file with the Public Water Supply Section of
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to constructor extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct permits are not obtained construction has not started
within two (2) years of issuance of this flow acceptance, and payment for any service connections
have not been received within two (2) years of issuance of this flow acceptance letter, this flow
acceptance approval shall be rescinded, and a new flow acceptance request must be made.
The CAP analysis performed determines available capacity within the existing public gravity sewer
system. The developer is responsible for any additional private or public sewer infrastructure
required to convey flow from the proposed development to the existing public gravity sewer.
If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Gu-UL m4- AwzAa,
Guillermo Anzola
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottenater.org
Operated by the City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Orsborn Engineering Group, PA
Project Name for which flow is being requested: Carolina Premium Beverage
I.
More than one FTSE nury be required for a single project if the oinner of the W7VTP is not responsible for all pump
stations along the route of the proposed wastewater flon,.
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit T NC0024970, NC0024945, NCO024937
All flows are in MGD
c.
WWTP facility's permitted flow
99.00
d.
Estimated obligated flow not yet tributary to the WWTP 10.985
e.
WWTP facility's actual avg. flow
72.625
f.
Total flow for this specific request
0.00895
g.
Total actual and obligated flows to the facility
83.619
h.
Percent of permitted flow used
84.5%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm Daily Flow"
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, " (Firm / pt),
Avg. Daily
Daily Flow,
Obligated Available
Number)
No.
MGD MGD
Flow, MGD
MGD
Flow Capacity***
* The Firm Capacity (design flow) 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 pealing factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Coffey Creek to Beam Road
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Keri Cantrell certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any
capacity related sanitary sewer overflows or overburden any downstream pump station en route to the
receiving treatment plant under normal circumstances, given the implementation of the planned
improvements identified in the planning assessment where applicable. This analysis has been performed
in accordance with local established policies and procedures using the best available data. This
certification applies to those items listed above in Sections I and II plus all attached planning assessment
addendums for which I am the responsible party. Signature of this form certifies that the receiving
collection system or treatment works has adequate capacity to transport and treat the proposednew
wastewater.
KA-#C�C�..--t9� 2i7i2020
Signing Official Signature Date
Chief Engineer
Title of Signing Official
Page 2 of 6
FT'SE 10-18

laral
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PROPOSED PRIVATE GRAVITY SANITARY SEWER
,f t
J a
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h Art
ROPOSED PUBLIC GRAVITY SANITARY SEWER.
Institute o.,
`j EXISTING PUBLIC GRAVITY SANITARY SEWER
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10B #
19046
DATE:
03/11/2020
SCALE:
1" = 600'
DRAWN BY:
BY
APPROVED BY:
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Fb
CAROLINA PREMIUM BEVERAGE
BEAM ROAD
CHARLOTTE, NORTH CAROLINA
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$ ili 7
ENGINEERING GROUP
605 LEXINGTON AVENUE, SUITE 301
CHARLOTTE, NC 28203
P) 704-749-1432
www.orsborn-eng.com

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Legal Name
BEACON BEAM ROAD LLC
Sosld: 1898690
Status: Current -Active
Date Formed: 9/30/2019
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Shaughnessy, Timothy C.
W
500 East Morehead St, Ste 200
Charlotte, NC 28202
Reg Mailing
500 East Morehead St, Ste 200
Charlotte, NC 28202
Principal Office
500 East Morehead St, Ste 200
Charlotte, NC 28202
Reg Office
500 East Morehead St, Ste 200
Charlotte, NC 28202
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 3/13/2020