WQ0040614_Application (FTSE)_20190219

000 CD
TRANSMITTAL
ORSBORN ENGINEERING GROUP
Fast Track Application (original)
610 EAST MOREHEAD STREET, SUITE 106
Project: 18044
CHARLOTTE, NORTH CAROLINA 28202
John Price Road Industrial Subdivision
1
_niL.:;r;�;
PHONE [phone]
FTS E
FAx [phone]
,JAN 3 1 7919
To: NCDEQ-Mooresville Regional Offic
Date: 01/30/2019
610 E. Center Avenue, Suite 301
Mooresville, NC 28115
Sent Via: Fedex
[phone]
Attn: Barry Love
Qtv. Date
Descriotion
1
Fast Track Application (original)
1
Fast Track Application (copied)
1
Cover Letter
1
Application Fee - $480 (Check 2030)
1
FTS E
1
Site Map (QUAD)
® For Approval
❑ For Your Use
❑ As Requested
Berry,
® 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 submital package for John Price Industrial Subdivision (Land Development
Project Number, SDRC -2018-00134).
Please let me know if you need anything else.
Thank You
Copied To:
Signed:
Blong Yang, EI

CD
ORSBORN ENGINEERING GROUP
John Price Road Industrial Subdivision
Charlotte, North Carolina
Project Narrative
January 11, 2019
This project proposes 3 warehouse buildings at 562,817 sf along with supporting parking and
truck -court infrastructure. All buildings will be served by a new 8" sanitary sewer which
connects to the existing 18" sanitary sewer along Steele Creek.

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
K
Application Nmnber: WVO 4 l (a be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: BTC III Charlotte DC LP (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: James Murray per 15A NCAC 02T .0106(b)
Title: SVP
4. Applicant's mailing address: 301 Route 17, North Suite 206
City: Rutherford State: NJ Zip: 07070-
5. Applicant's contact information:
Phone number: (20J1507-6776 Email Address:
H. PROJECT INFORMATION:
JAN 3 X X019
mtti .12LSVII I f int (- ani; ill r'='P; �'E
❑ Privately -Owned Public Utility
❑ Other
1. Project name: John Price Road Industrial Subdivision
2. Application/Project status: ® Proposed (New Pennit) ❑ 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: 35.1° Longitude: -80.90
5. Parcel ID (if applicable): 20117105
(or Parcel ID to closest downstream sewer)
1111. CONSULTANT INFORMATION:
1. Professional Engineer: Jeffery C. Orsborn License Number: 028786
Firm: Orsborn Engineering Group, PA
Mailing address: 610 East Morehead Street- Suite 106
City: Charlotte State: NC Zip: 28202 -
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek Permit Number: NC0024970
Owner Name: CLTWater (CMUD)
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1, Permit Number(s): WQUnkown Downstream (Receiving) Sewer Size: 18" inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): CLTWater (CMUD)
FORM: FTA 04-16 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 ®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))
"Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 14(f) Yes ® No
➢ If yes, provide a covv of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow',"
No. of Units
Flow
Warehouse
100 gal/loading bay
140
14,000 GPD
Office
25 gal/employee
286
7,150 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
21,150 GPD
a See 15A NCAC 02T.01 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 .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: 21 150 GPD (per 15A NCAC 02T.01 I
➢ 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" 1913 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to inimmum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
ViTL 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 prunp 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(f) contains minorum separations that shall be provided for sewer systems:
1►5�Mlm
Setback Parameter*
Separation Required
Storni 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 11 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 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 webnage
➢ 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
➢ 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 Penuittin Branch
ranch
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, stonnwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed ` Ingln-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?
® 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:
1, Jeffery C. Orsborn attest that this application for
(Professional Engineer's name from Application Item 111. 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 143-215.6B, 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 un to $25,000 oer violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
James Murray, SVP attest that this application for
(Signature Authority's name & title from Application Item I.3.)
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: Date: , 1
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
POWN k_ y Flow Tracking for Sewer Extension Applications
"Dlvtsion of Water Resources (FTSE 10-18)
Entity Requesting Allocation: Orsborn Engineering Group, PA
Project Name for which flow is being requested: John Price Road Industrial Subdivision
More than one FTSE maybe
reqotns along thegoate of the proposed wtf he W T is not responsiblefor all pump
stati
1. 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 it: NC0024970, NC0024945, NCO024937
Ali flows are in MGD
c. WWTP facility's permitted flow
99.0
d. Estimated obligated flow not yet tributary to the WWTP
12.705
WWTP facility's actual avg. flow
69.192
e.
f Total flow for this specific request
0.0212
Total actual and obligated flows to the facility
61.918
g.
h. Percent of permitted flow used
82.8%
H. 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.
Five Daily Flow** Current
Not Yet Total Current
Tributary Flow Plus
Station Station
(Name or Permit Capacity, * (Firm / pi), Avg. Daily
Daily Flow, Obligated
Available
capacity***
Number) No. MGD MGD Flow, MGD
MGD Flow
Steele Creek 8.0 3.2 4.664
0.905 5.569
-2.369
* 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 peaking 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): Unknown
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 10-]8

111. certification Statement:
1 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 1 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 proposed new
wastewater.
KA., �,,,,--tj 1/29/2019
Signing Official Signature
Chief Engineer
of Signing
Page 2 of 6
FTSE 10-I8

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
16 % and c.905 MGD of the Available Capacity (E) in Pump Station
Steele Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.905 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Steele Creek LS Replacement and FM Relocation is in design or under construction with
planned completion in ppnl 2019 ; and/or
d. The following applies:
The Steele Creek Pump Station Replacement Project will provide a new regional facility capable of handling
build -out flown for tributary basins and includes a new 30-MGE) pumping station, approximately 35,000 LF of
36 -inch diameter force main, demolition of the existing pump Station, and other additional work, The Sleele Creek
Pump Station Replacement Project is approximately 90% complete, with substantial completion expected by April
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
KA., 1/29/2019
Signing Official Signature Date
Page 3 of 6
FTSE 10-18

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JOB# 18044 -
DATE: 1/2/19 USGS QUAD MAP EXHIBIT
SCALE: 1"=800' FOR
DRAWN BY: JEG JOHN PRICE ROAD INDUSTRIAL SUBDIVISION
APPROVED BY: ICO
A CHARLOTTE, NORTH CAROLINA ORSBORN ENGINEERING GROUP
filo EAST MOREHEAD STREET, SUITE 106
CHARLOTTE, NC 28202
P) 704-749-1432. F) 704-749-1433

North Carolina Secretary of State Search Results
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Limited Partnerships
Legal Name. ,
BTC III Charlotte DC LP
Information
Sosld: 1779261
Status: Current -Active
Citizenship: Foreign
Date Formed: 11720/2018
State of Incorporation:
DE
Registered Agent: CT Corporation System
Addresses
Reg Office
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Principal Office
518 17th Street Suite 1700
Denver, CO 80202
Reg Mailing
160 Mine Lake Ct Ste 200
Raleigh, NC 27615
Mailing
518 17th Street Suite 1700
Denver. CO 80202
https://www.sosne.gov/online_services/searchBusiness_Registration_Results 1/31/2019