WQ0040161_Regional Office Historical File Pre 2018

COOPER
Go venter
MIC:E{AEI. S. REGAN
Secretw v
Resources IL A CULPEPPER
entu{ ()Utility lrrtertpr Director
Judy 23, 2018
Mr. Sean McDonnell, Manager
BIN-PDS LLC
500 E. Morehead St,, Suite 200
Charlotte, NC 28202
Subject: Permit No. WQ0040161
BIN-PDS LLC
Pineville Distribution Lot 6
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr: McDonnell:
In accordance with your application received July 18, 2018, we are forwarding herewith Permit No,
WQ0040161 dated July 23, 2018, to BIN-PDS LLC (Permittee) for the construction and operation upon
certification of the subject wastewater collection system extension. This permit shall be effective from
the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore 'incorporated therein
by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition II.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules- Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §.143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
State ot` `north Carolina;
itc�re vil'lo Teti staa C
ns.erorunenal Quality Water Resources Water h itav r e t rna4 R;l rntron.
r ; 6.14 Fast Center ,Avenue, Suite 301 \9ooresville, North Carolina 28115

baiiktv-!
If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at [e-mail].
Sincerely,
EDocuSigned by:
tattiii fi M444
F161 FB69A2084A3._
fo r
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Jeffery C. Orsborn, P.E. (e-copy)
Charlotte Water (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

Environmental
Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions Of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to
BIN-PDS LLC
Mecklenburg County
for the construction and operation of approximately 1,035 linear feet of 8-inch gravity sewer as part of
the Pineville Distribution Lot 6 project, and the discharge of 8,000 gallons.per day of collected wastewater
into the Charlotte Water existing sewerage system, pursuant to the application received July 18, 2018,
and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000, as applicable; and other supporting data
subsequently filed and approved by the Department of Environmental Quality and considered a part of
this permit.
This permit shall be effective from the date of issuance until rescinded and"shall be subject to the specified
conditions and limitations contained therein.
DocuSigned by:
i
N44.4
F161FB69A2D84A3.._
for
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0040161
Permit Issued: July 23, 2018
3

SUPPLEMENT TO PERMIT COVER SHEET
BIN-PDS LLC is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024970.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon co
Conditions identified below.
SPECIAL CONDITIONS
PI'
nce with the Standard Conditions and any Special
No flow in excess of the quantity permitted herein, 8,000 gallons per day, shall be made tributary to
the subject sewer system until an application for permit modification for an increase in flow has been
submitted to and approved by the Division. [15A NCAC 02T.0304(b)]
2. This permit shall become voidable unless the agreement between BIN-PDS LLC and Charlotte Water
for the collection and final treatment of wastewater is in full force and effect. [15A NCAC 02T.0304(h)1
II. STANDARD CONDITIONS
1. This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.5 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
4

3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained -and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or surface
water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance
with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials.for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal.means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
5

j. Documentation shall be kept for Subparagraphs (a) through (1) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than 24
hours, following the, occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons, or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone],
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control, [G,5, 143-215,1C(a1)]
6, Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T,0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the forrm A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.

b_ One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in
non-compliance with this permit (including pipe length increases of 10% or greater, increased flow,
pump station design capacity design increases of 5% or greater, and increases in the number/type of
connections), regulations, or the Minimum Design Criteria. Requested modifications or variances to
the 'Minimum Design Criteria will be reviewed on a case -by -case basis and each on its own merit.
Please note that variances to the Minimum Design Criteria should be requested and approved during
the permitting process prior to construction. After -construction requests are `discouraged by the
Division and may not be approved, thus requiring replacement or repair prior to certification &
activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's
Gravity Sewer Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral ofthe North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
7

12. The issuance mfthis permit shall not exempt the Pevmitteefrom complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G,S, 143-
8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITCEE:
PERMIT #:
PROJECT:
ISSUE DATE:
BIN-PDS LLC
WQ0040161
Pineville Distribution Lot 6
July 23, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional En sneer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, �j full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 1SA NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final n Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State orNorth Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional OiiiceI 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — F= .ST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(e!
pleted by DWR)
All items must be completed or the application will be returned
APPLICANT INFORMATION:
1. A:pplicant`s name: BIN-PC3S LLC (company, municipality, 1-10A„ u
Applicant type: ❑ Individual
❑ Federal
)
Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
El State/County ❑ Municipal ❑ Other
3 Signature authority's name: Sean McDonnell per 15A NCA 11':?` .010601)
Title: Manager
4. Applicant's mailing address: 500 E. Morehead Street Suite 200
City: Charlotte State: NC Zip: 28202-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
PROJECT INFORMATION:
1. Project name: Pineville Distribution Lot 6
Application/Project status:
i ECE VE'DINCDEN;
Proposed (New Permit) El Existing Permib'Project
Ifa 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: 35.105'Longitude:-80,883"
5. Parcel ID (if applicable): 205071 12
(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: 610E Morehead St., Suite 106
City: Charlotte State: NC Zip: 28202-2614
Phone number: [phone] Email Address: jorsborn`cLorsborn-eng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek WWTP Permit Number: NC0024970
Owner Name: CLTWater(CMUD)
V. R.EC'EIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQUnlcnown Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit umber(s) (if applicable): WQCS
Owner Name(s): CLTWater(CMUD)
WOROS;
FORM: FTA. 04-1.6 Page I. of 5

GENERAL REQI.. IRE1!ENTS
1, If the Applicant is a. Privately -Owned Public i lility', has a Certificate. of Public Convenience and Necessity been attached?
'es No ®NSA
le Lithe the .Applicant is a Developer oi'lots to be sold, has a Devekwr.: t°arr r *tl rcMflst t t FC)( 4 11:; been attached?
lithe .pplica
4. Origin of wastewater: (check all that apply):
© Residential Owned
Q Residential Leased
] School / preschool / day care
] Food and drink facilities
Businesses °' offices r` factories
Nature of watcwa
L Yes
Retail (stores,
© Retail with tip
0 Medical den
] Church
(Nursing Fiome
1>0 DomesticiCommerci
No
s an ())la rational Ag;reeme t (L{l
No INN°A
centers, mails)
od preparation€'se
tal / veterinary facilities
been attached?
® Car Wash
0 Hotel and/or Motels
0 Swimming Pool ,'Clubhouse
0 Swimming Pool Filter Backwash
C Other (Explain in Attachment)
% Commercial
100 4,°a industrial (See _..: \(=A.0 02 ,019.3001)
there a Pretreatment Program in effect?
6. Has a flow reduction been approved under l5ANCaAC 02T .01.14jfl? ] Yes
If yes, provide a copy of flow reduction approval letter
7, Summarize wastewater generated by project:
ablishment 'Type (see 02T.0I l 4(f))
ehouse
Daily Design Flow
100 gallloading bay
No. of Units
75
25 gar employee
20
Flow
7,500 GPD
500 GPD
gal
gal'
gui
a See ISA \Cep(: 02T .01 la( ), fsil e)( 1.111 l... )(�?, fo
dwelling; proposed unknown non-residential develo
areas; and residential property located south or east of
as defined in G,S, 42A-4),
GPD
GPD
GP1)
8,000 GPD
aveats to wastewater design flow' rate (i.e., minitnurn flow per
spublic access facilities looted near high, public use
is Intracoastal Waterway to be used as vacation rentals
b Per 15A NCAC 02T .01.14(c), design flow rates for establishments not identified tin table I5 a 'SC.AC 0?1.0I I41 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
Wastewater generated by project:. 8,000 GPD (per 1 y NCAC 02`1 01 14)
Do not include future flows or previously permitted allocations
If'permitted flow is zero, indicate why:
Q, Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
[] F° Iovv° has already been allocated in Permit Number;
© Rehabilitatio
© Other (Exp
eplacernent ofexisting sewer with no new flow expected
FORM: FTA 04-16
Page 2 of 5

VII. CRAVITV SE' F I't DESIGN CRITERIA (lf Applicable) - O2'T".03O
I. Summarize gravi'Cy° sea ter to be perrttitted:
i� Section 11 & Itt ofthe MDC for PermittingofGravity Sewers contains inforn^ra'ion related to design criteria
Section Ill contains information related to minimum slopes for gravity sewerfs)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
PIMP STATION DESIGN CRITERIA (If Applicable).— 02T .0305 & MDC (pump Station /Foret thins):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
Pump station number or name:
Approximate Coordinates (Decimal Degrees): Latitude: Longitude:, -
Design flow of the pump station: millions gallons per day (firm capacity)
4.. Operational point(s) ofthe pump(s): gallons per minute at
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet)
6. Power reliability in accordance with 15A NC".k»;
Standby power source or pump with automatic ttctivatrea
Required for all pump stations with an average daily flu
Must be permanent to facility
Or lithe pump station has an average daily flow less than 15,000 gallons per day:
feet total dynamic head (TDH)
El Portable power source with manual acti
.0305(h)(I )(C)
d telemetry - I5,A NCAC 02T .O305(h)(I)(B)j
cafes than or equal to 15,000 gallons per day
n, quick: -connection receptacle and telemetry - 15A NC .0 02T
Portable pumping unit with plugged emergency pump connectia n and telemetry - 15A NCAC 02'T .0305(h)(1)(C:):
It shall be demonstrated to the Division that the portable some 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 ofthc portable power source or pump, including travel timeframes, shall be
provided. in the case of a multiple station power outage,
FORM: ETA 04-16
Page 3 of 5

IX. SETBA(1:KS & SEPARATIONS — (028.0200 & 15A NCAC 021' ,0305(f)):
I. Does the project comply with all separations found in 11,ANCAC 021" ,0.30fiLL 4k. jot
1.5A hiCAC 02T.0305(f) contains .minimum separations that shall be pEovided fbr sewer — ems:
Setback Parameter* Separation Required
Stor • ers and other utilities not ksted below 24 inches.
Z Yes Li No
Water mains(vertical-water over seer including in benched trenches)
Water mains t horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines Otorizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells, WS-1. waters of Class 1 or
Class 1 impounded reservoirs used as a source of drinkin wat
18 inches
10 feet
18 inches
**Waters classified WS (except WS-1 or WS-V), B, SA, OR W, HOW, or SI3 from normal
high water (or tide elevation) and wetlands (§Lee item I X.2)
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
Any building foundation
Any basement
ee
100 feet
50 feet ,
) feet
Top slope of embankment or cuts of 2 feet e verticalhei
Drainage systems and interceptor drains
Any swimming pools
'Final earth grade (vertical)
5 feet
10 feet
ee
5 feet
0 fe
36 inc
• 15 \ NC„ACO2T,0contains alternatives where separations in 02T,0305Lt) cannot be achieved,
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpag,e
• If noncompliance with (Llf,0305(.1) origL see Section X of this application
Does the project comply with separation requirements for wetlands? (50 feet ofseparation)
See the Division's draft separation requirements for situations where separation cannot he 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
Yes
3,. Does the project comply with all setbacks found in the river basin rules per 15.A.,,tic,Nc Z Yes El No.
1 would include 'Trout 13uffered Streams per I5A NC.AC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? Yes Li No
• Wetland -related permits shall he requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 401&Buffer yerinittiru.,,, Branch
.5. Does project comply with I 5,A NCAC 02-L0105u1(.6) (additional permits/certifications)? Yes D No
Per I 5A N( C 021,01.05(0(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 collectiontat are deemed "high -priority?"
Per 15A. NCAC 02T,0402, "high -priority sewer" means "any, aerial sewer, sewer contacting surface waters, siphon, or sever
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer,
El Yes No
If yes, include an attachment with details for each line, including type (aerial line, size. material, and Iocation)
High priority lines shall be inspected. by the permittee or its representative at least once every six -months and
inspections documented per '15A NC7AC 021.0403(3)(5) or the permitee's 'individual System -Wide (1"ollection permit.
FORM: FTA 04-16 Page 4 of 5

X, CERTIFICATIONS:
S:
1, Does the submitted system comply wi
andl'°orce Mains digest version), and the
the Minimum Design t hits ria for i[ye Nermitting of Pump '
unt C,ta sign Criteria i latest version, as applicable?
Q \o
If \o, complete and submit the VariancerRAtltertative 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.
Professional Engineer's Certifica
Jeffery C. Orsbarn, PE
ional Engineer's name from ApplicaItem I11.1.)
attest. 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 Purnp 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 signitics that. 1 have reviewed this
material and have judged it to be consistent with the proposed design,
\OFE — 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 misdeme por, 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 15,A \CAC 02T .0106(b):
Sean McDonnell, Manager
ore Authority's name & title from Application Item 1,3,)
atte
hat this application for
has been reviewed by me and is accurate and conplete to the best of my knowledge. 1 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, l 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,
injtitt Live relief„ andlor 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 ,fall required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes l t+ ?15.6A 1#�
and
-`215,OB, 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 nd $10„000 as well as civil penalties up to S2.5,000 per violation,
Signature:
Date: 7.
FORM: .F`I A 04-16
Page 5 of 5

July 3, 2018
Mr. Mackenzie McCool
Orsborn Engineering Group
610 E. Morehead Street
Charlotte, NC 28202
CHARLOTTE
W TER
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
LANCE PINEVILLE
10499 ROYSHAL LANE, CHARLOTTE NC
CLTWATER TRACKING# 2018917
After an analysis of the sanitary sewer associated with the proposed design of project 2018917,
Lance Pineville, it was determined that there is sufficient capacity to accommodate the proposed
sewer flow of 8,000 gallons per day (20 emp x 25 gal/emp; 75 bays x 100 gal/bays) 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 the attached NC DEQ 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 construct or extend private
water or sewer systems, as the appropriate local or State permits are required prior to construction.
If the appropriate authorization to construct perm,ts are not obtained construction has not started
within (2) years of issuance of this flow acceptance, and payment for any service connections have
not been received within (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. If you have any
questions, please do not hesitate to contact me at [phone].
Sincerely,
Gwendolyn Banner
Engineering Assistant
Charlotte Water 5100 Brookshire BPvci, Charlotte, NC 28216 chailottewater.,org
Operated by the City of Charlotte

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flours 'l`racking/Acceptance for Sewer Extension Applications
(FTSE [14-16)
Entity Requesting Allocation: Orsborn Engineering
Project Name for which flow is being requested: Lance Pineville
More than one VISE may he required for a single projec'
stations along the route of the proposed wastewater
er of
CYW7"P is not responsible far all pump
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility'Varne: McAlpine Creek, Irwin Creek, Sugar Creek
b. WWTP Facility Permit .#: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
All flows are in MGD
99.0
d. Estimated obligated flow not yet tributary to the WWTP 11.785
e. WWTP facility's actual av,g, flow
f. Total flow for this specific request
g. 'Total actual and obligated flows to the facility
h. Percent of permitted flow used
65,008
0.008
76.801
77.6%
IL 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) (R) (C) (D)-(B+C) (f; =(A-D)
Design Obligated,
Punip Average Daily Approx. Not 'Yet Total Current
Station Firm blow*" Current Avg. Tributary Flow Plus
(Name or Capacity, * (t'irrn / pi), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD 'MOD Flow Capacity***
* The Firm Capacity °f 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,
*** 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 < O.
Downstream Facility Name (Sewer): Unknown
Downstream Permit Number: Unknown
Page 1 of 6
FTSE 04-16

Ill. Certification Statement:
Keri Cantrell certify to the best of my knowledge that the addition of
the volume. of wastewater to he 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 indicates acceptance of this wastewater flow.
aLz:.6/26/2018
Signing C)Signature
Page 2 of 6
Date
r 04-16

USGS QUAD MAP EXHIBIT
FOR
PINEVILLE DISTRIBUTION LOT 6
PINEVILLE, NORTH CAROLINA
ORSBORN ENGINEERING GROUP
610 EAST MOREHEAD STREET, SUITE 106
CHARLOTTE, NC 28202
P) 704-749-1.432 . F) 704-749-1433

North Carolina Secretary of State Search Results Page 1 of 1
' • File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online •
Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Limited Liability Company
Legal Name
BIN - PDSLLI
Information
Sosld: 1679930
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 3/16/2018
Registered Agent: Shaughnessy, Timothy C
Addresses
Mailing Principal Office Reg Office
500 E Morehead St Ste 200 500 E Morehead St Ste 200 500 E Morehead St Ste 200
Charlotte, NC 28202 Charlotte, NC 28202 Charlotte, NC 28202
Reg Mailing
500 E Morehead St Ste 200
Charlotte, NC 28202
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/online_services/search/Business_Registration_Results 7/18/2018

ORN NG' LEPihG UP
Pineville ill l rib la Lot
Pineville, North Carolina
Project Nrrr ti i
The overall development includes a new 3,5 acre lot conping a 525,000 sq. ft: e r rehouse
th 7,5 loading docks. The public sewer system, maintained by Charlotte Water, will b
)tended along the southern edge of the Got and slang the future Pineville Distribution Street.
The building uarll d
extension,
airy to a private „ collection system which connects to the neo public sew

OR, RN ENvdNEERIN GROUP
610 EAST MOREHEA( STREE , SUITE 10E1
CHARLOTTE, NORTH CAROLINA 28 0
PHONE [phone]
FAX [phone]
T:
Fast Track Permitt
NCDENR
610 E. Center Ave;,
Mooresville,. NC 28 5
C704) 663-1699
e
For Approval'
For Your Use
As Requested
Copied To:
in
Applications
Fee $480
Projec 17045
Pineville Distributean Lot 6
Date:07/17/2018
Sent Via FedEx
Flow Acceptance/Flow Tracking
USS Quad Map
Cover Letter
For Review and Comment
Approved as Submitted
Approved as Noted
I— Returned for Corrections
Returned After Review
Resubmit for Approval

FAST TRACK SE
PERMITTEE:
PERMIT #:
PROJECT:.
ISSUE DATE:
NGINEERING CERTIFICATION
BIN-PDS LLC
WQOO4O161
Pineville Distribution Lot 6
July 23, 2018
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMiITTEE'S CERTIFICATION
the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted eln"or portions thereof.
Sean McDonnell, Manager
Printed Name, Title
n
CERTIFICATION
Date
Jeffery C. Orsborn
as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe ( periodically, weekly, r1 full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance of this permit; 15A NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12,
1996, as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000, as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
Final E Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
Slate raf orth Carolina Ear irotrrnenwd Resource ['Water i' ial
Moore svitic Re t>nat9 Ci ecs 6l0 East Center Avenue, Sumac 3OI < Mooresville, North Carolina 288 0.5