WQ0043512_Application (FTSE)_20220524

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: W Q 00 4 3 5 I 2.. (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: BIN - BD1201 LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual gCorporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ['Other
3. Signature authority's name: Jon Morris per ! 5 A NCAC 02T..0101bl
Title: Manager
4. Applicant's mailing address: 500 E Morehead St, Suite 200
City: Charlotte State: NC Zip: 28202
5. Applicant's contact information:
Phone number:[phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
I . Project name: Cash Corporate Center - Project Delta
2. Application/Project status:
NC Dept of Environmental Quality
MAY 2 4 2022
Raleigh Regional Office
[Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00i and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35°42'42.9"N Longitude: 78'49'37"W
5. Parcel ID (if applicable): 0751143089 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I. Professional Engineer: James D. Whitacre License Number: 031180
Firm: Advanced Civil Design, Inc.
Mailing address: 51 Kilmvane Dr, Suite 102
City: Cary State: NC Zip: 27511
Phone number: (919) 481 - 6290 Email Address: jhitacre(cD.advancedetvildesign.corn
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Town of Apex WRF Permit Number: NC0064050
Owner Name: Town of Apex
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 2 inch I Gravity IM'Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Town of Apex
FORM: FTA 06-21
Page 1 of 5

VI. 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 IM N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No [VJN/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls)
❑ Residential (Leased) ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
ErBusinesses / offices / factories ❑ Nursing Home
D Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under I5A NCAC 02T .011401? ❑ Yes reNo
➢ If yes, provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140))
Daily Design Flow''6
No. of Units
Flow
Warehouse
1D0 gal/ bey
17
1,700 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1,700 GPD
a See 15A NCAC 02T .0114(b), (d). (e)(1) and (e)(2). for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.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: 1.700 GPD (per 15A NCAC 02T .01 14)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: PTA 06-21
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
> Section II & I11 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable)—02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35°42'39.3"N Longitude: 78°49'40.18"W
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.002 millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 38 gallons per minute (GPM) at 68 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
1138
PVC
If any portion of the force main *Less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.I.b. MGrinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
> Must have automatic activation and telemetry - l5A 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day I5A NCACO2T.0305(h)(1)(C):
f7 Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
1. Does the project comply with all separations/altematives found in 15A NCAC 02T .0305(fl & (g)?
15A NCAC 02T.0305(fl contains minimum separations that shall be provided for sewer systems:
IYes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02T.0305(fl or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains altematives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
"Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? (gYes D No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? gYes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? [Yes Basin name: Upper Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ['Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes gNo
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? Er Yes ❑ No
Per 15A NCAC 02T.0105(66)., directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes iiNo
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through Interference/confiict boxes require a variance approval.
➢ 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 (east once every six -months and
inspections documented per ISA NCAC 02T.0403(aX5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with I5A NCAC 02T, the Minimum Design Criteria fur the Permitting of Pump Stations
and For Mains {Iate st version}, and the Gravity Sew(r Minimum Design ty'.riferia (latest version) as applicable?
EirYes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the Droiect. the full technical review is required.
2. Professional Engineer's Certification:
I, James Whitacre , attest that this application for Cash Corporate Center - Project Delta
(Professional Engineer's name from Application Item ill. I.) (Project Name from Application Item 11 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. 1 further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
'vlinimum Design Criteria for Gravity SewersiIatest vIrsion), and the Minimum Design Criteria for the Fast -Track Permitting
Pump Stations and Force Mains {latesi ve sinnl• 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 I43-215.6A 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_ Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date: € o1`fttaitini y,
3. Applicant's Certification per I5A NCAC 02T .0106(b):
SEAL
0311$0
���rrrrrgto., , l':,.
Jon Morris , attest that this application for Cash Corporate Center - Project Delta
(Signature Authority Name from Application Item 13) (Project Name from Application Item I1 I)
attest that this application 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. 1 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 to accordance with General Statutes j44-l1. ,tA and I43-215, B, 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:
FORM: FTA 06-21
Date:
s I I io (3-0-.)--
Page 5 of 5

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BEACON
PARTNERS
NC Dept of Environmental Quality
t4AY 2 4 2022
Raleigh Regional Office
BIN — BD1201 LLC
Jon L Morris
500 E Morehead Street, Suite 200
Charlotte, NC 28202
Date: May 23, 2022
Re: Cash Corporate Center - Project Delta
Power Reliability Letter
North Carolina Department of Environmental Quality
Raleigh Regional Office of Water Quality
2800 Barrett Drive
Raleigh, NC 27609
To whom it may concern,
Investing in the future of our community
The portable power generation unit, associated appurtenances and personnel are
available for distribution and operation of this pump station.
Sincerely,
orris
Manager
Manager
500 East Morehead Street Suite 200 / Charlotte NC 28202 / 704 597.7757 ? beacondevelopment.com

NC Dept of Environmental Quality
LIMITED LIABILITY COMPANY ANNUAL REPORT MAY 2 4 2022
6 'l'22
NAME OF LIMITED LIABILITY COMPANY: BIN - BD12O1 LLC
SECRETARY OF STATE ID NUMBER: 2191067
STATE OF FORMATION: NC
REPORT FOR THE CALENDAR YEAR: 2022 AMENDING DOC ID
- #
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Shaughnessy, Timothy C.
2. SIGNATURE OF 1 HE NEW REGISTERED AGENT:
l alcigh Regional Office
Filing P .- Use mnly
E - Filed Annual Report
2191067
CA202206300579
3/4/2022 09:32
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
500 E Morehead St Ste 200 500 E Morehead St Ste 200
Charlotte, NC 28202 Mecklenburg County Charlotte, NC 28202
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS
500 E Morehead St Ste 200
Charlotte, NC 28202
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
5. PRINCIPA, OFFICE MAILING ADDRESS
500 E Morehead St Ste 200
Charlotte, NC 28202
6. Select one of the following if applicable. (Optional see Instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E. )
NAME: Beacon Industrial Holdings LLC NAME: NAME:
TITLE: Manager TITLE: TITLE:
ADDRESS: ADDRESS: ADDRESS:
500 E Morehead St Ste 200
Charlotte, NC 28202
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Beacon Industrial Holdings LLC, by Beacon GP LLC by Jon L Morris Manager 3/4/2022
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form
Beacon Industrial Holdings LLC, by Beacon GP LLC byJon L Morris Manager Manager
Print or Type Name of Company Off cial Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO Secretary of State. Business Registration Division, Post Office Box 29525, Raleigh. NC 276264525

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ADVANCED
CIVIL DES I C N
51 Kiimayne Drive
Suite 102
Cary, North Carolina 27511
ph 919.481.6290
fax [phone]
TRANSMITTAL LETTER
Date: May 23, 2022
Re: Cash Corporate Center - Project Delta
Fast 'Track Sewer System Extension
Attn: North Carolina Department of Environmental Quality
Raleigh Regional Office of Water Quality
3800 Barrett Drive
Raleigh, NC 27609
Please find attached:
NC Dept of Environmental Quality
MAY 2 4 2022
Raleigh Regional Office
Reference No.
Copies
Number
of Sheets
Notes
20-0007-504
2
8
Signed Application
-
1
1
Registered Business Annual Report
(Applicant/Owner)
1
1
Site Map
1
1
Aerial Location Map
1
2
Power Reliably Plan/Letter
-
-
Application fee ($480.00)
Enclosed you will find the documents in reference to a new force main installation to serve
one new 300,600 square foot warehouse building. The project will utilize a D3600 Series
Duplex Grinder system made by Liberty Pumps to route the wastewater from the building to a
2" force main and ultimately to an existing public gravity sewer system. The anticipated flows
for this project based on peak employee counts are estimated at 1,400 GPD while the
minimum design flows have been calculated at 1,700 GPD per 15A NCAC 02T.0114 in
reference to warehouse design flows at 100 GPD per loading bay.
Please contact me with any questions or concerns
Sincerel} ,
Advanced Civil Design, Inc.
tieo,„
James D. Whitacre, P.E., P.L.S.
jwhitacrel4:adv ancedciv-ildesign.com
cc. 20-0007-504