WQ0038839_Regional Office Historical File Pre 2018

•
j PATAvICCRORY
1� Governor
Water Resources
ENVIRONMENTAL QUALITY
November 2, 2016
Sherrie Chaffin, Director of Development
Shopton Development LLC
440 South Church Street, Suite 800
Charlotte, NC 28202
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0038839
Shopton Development LLC
Trinity Five Spec Buildings
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Ms. Chaffin:
In accordance with your application received October 26, 2016, we are forwarding herewith Permit No.
WQ0038839 dated November 2, 2016, to Shopton Development 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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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
Condition 11.4:
This permit shall not be automatically transferable; a request must be made and
approved.
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 150E 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 of North Carolina 1 Environmental Quality 1 Water Resources I Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704 663 1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at barry.love@ncdenrsgov.
Sincerely,
v by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Greg Welsh, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
Page 2of8

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
Shopton Development LLC
Mecklenburg County
for the.construction and operation of approximately 452 linear feet of 8-inch gravity sewer to serve the
Trinity Five Spec Buildings project, and the discharge of 9,150 gallons per day of collected domestic
wastewater into the Charlotte Water existing sewerage system, pursuant to the application, received
October 26, 2016, 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 besubjeCt to the specified
cond ' ris contained therein.
e— by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office'
Division of Water Resources, NCDEQ
Permit Number: WQ0038839
Permit issued: 'November 2, 2016
liage3 of 8

�QU���U��������������Ul7��& ��������
SUPPLEMENT ��n�"m~v~ " " �� PERMIT " ����u.o� SHEET
Shopton Development LLCis 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 NCO024970.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
lSA NCA[ 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 projectmeets
the appropriate design criteria and rules.
Construction and operation bcontingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
L SPECIAL CONDITIONS
1. No flow in excess of the quantity permitted herein, 9,150GPDshall be made tributary tothe subject
sewer system until an application for permit modification for em increase in Mow has been submitted
to and approved by the Division. [15A NCAC 02T.0304(b)]
2. This permit shall become voidable unless the agreement between Shopton Development LUCand
Charlotte Water for the collection and final treatment ofwastewater is in full force and effect. [15A
N.STANDARD CONDITIONS
L This permit isnot transferable. |nthe event there iyadesire for the wastewater collection facilities
to change ownership, or there is a name change Vfthe Pemnittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials ammay beappropriate, The approval nfthis request shall beconsidered onits
merits and may ormay not be approved. |15A N[A[02T.8lU4; 5.S 143'215.1/d3>l
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions ofthis permit; 15AN[A[2T the Division's Gravity Sewer Minimum
Design Criteria adopted February l2,1996,asapplicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000,asapplicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.01101
. 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 atall times. The
Page 4 of 8

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.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule fora 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,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

a. Any process unit failure, due tnknown orunknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage orbreakage, etc.; or
b. Any S5Oand/or spill over 1,000gallons; or
c. Any S|Oand/or spill, regardless ofvolume, that reaches surface water
Voice mail messages urfaxed information b permissible, but this shall not beconsidered nsthe initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number(8OO) 858-0368 or (919) 733'3300.
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part | of Form CS'SSC> (or the most current Division approved form) within five days following first
knowledge ofthe occurrence. This report must outline the actions taken orproposed tobetaken to
ensure that the problem does not recur. Part ||ofForm [S-SSO(or the most current Division approved
form) can also be completed to show that the SS0was beyond control. [G.S. 143'215.lC(a1)l
G. 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 tnthe address provided onthe form. Acomplete certification isone where the form in
fully executed and the supporting documents are provided asapplicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion ofthis Engineer's
Certification shall be considered w violation of the permit and shall subject the Permittep to
appropriate enforcement actions.
If the permit isissued tmaprivate entity with anOperational Agreement, then mcopy wfthe 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 asapplicable. 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 beclear om
the plans or on digital media (CD or DVU disk) and are defined asthe 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
ve|ocby, 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 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
timnefranoes,shall beprovided.
Page 6 of 8

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 of the 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)] •
12. The issuance of this permit shall not exempt the Permittee from 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-
215.1(b)]
Page 7 of 8

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Shopton. Development LLC
WQ0038839
Trinity Five Spec Buildings
November 2, 2016
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
, as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe ([ periodically, [—I weekly, Li 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 n Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality 1 Water Resources 1 Water Quality Regional Operations
Mooresville Regional Office! 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
I5A NCAC 02T .0300 —.FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application. Number:
All items mu
be. completed by DWR)
completed or the applicat%on e returned
APPLICANT INFORMATION:
I. Applicant's name: Shctpton Development 1_LC (company, municipality, HOA, utility, etc..)
2, Applicant type: Individual Corporation D General Partnership
Federal E State/'County Q Municipal
3, Signature authority's name: Sherrie Chaffin per 15A' CAC: 021" ,()1.06,)
Title: Dir
4, Applicant's
City: Charlotte
Development
g address: 440Sogth Church Street. Suite 800
State: NC
Zip: 2.8202-,
Applicant's contact information
Phone number: [phone] Email Address: RaArrz triniuvcapita
II. PROTECT INFORMATION:
1, Project name: Trinity Five Spec Buildings.
2. Application/Project status: ® Proposed (New Permit)
If a modification, provide the e :isting permit number: WQOO
If new construction but part of a master plan, provide the existing
3, County where project is located: Mecklenburg
4, Approximate Coordinates (Decimgrees): Latitude: 35,1703'
5. Parcel ID (if applicable): 201-461 lt)tt d a portion ,of2©,1 461-09
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Greg Welsh
Firm: Budrton_l ngineerirtg Associates
Mailing address: 5950 Fairview Road, Suite 100
City: Charlotte State: NC
Phone number: [phone]
Zip: 2821 0-
Entail Address: Gre
e Number: 3.399
b
0 Privately- C vvned Public
0 Other
❑, Existing Permit/Project
and issued date:
nrit number: WQ00__
itude:-80.9528'
©nengx eer`nt .com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Namc: McAaline Creek Irwin Creek, Sugar Creek.
Owner Name: Charlotte Water
:'emit Number: NCQQ24970, NC002495, NC0024937
RECEIVING DOWNSTREAM SEWER INFORMATION (If differen.
an "'WTF
. Permit Neunber(s): WQ104-520 Downstream (Receiving' Sewer Size:
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Narne(s): Charlotte Water
inch
FORM: FTA 04--16 Page 1 of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes DNo ®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 ®NIA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
❑ Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
® Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under I5A NCAC 02T .0114(f)? ❑ Yes
If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
Z No
Establishment Type (see 02T.0114(f))
Daily Design Flow',6
No. of Units
Flow
Building 1
25 gal/employee
84
2100 GPD
Building 2
25 gal/employee
51
1275 GPD
Building 3
25 gal/employee
38
950 GPD
Building 4
25 gal/employee
28
700 GPD
Building 5
25 gal/employee
53
1325 GPD
Total Loading Bays
100 gal/loading bay
28
2800 GPD
Total
9150 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(e), design flow rates for establishments not identified [in table ISA NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 9150 GPD (per l5A NCAC 02T .0I 14)
> Do not include future flows or previously permitted allocations
wit e-whya
R1nw has already -been-allnocatcd in Permit N„m ler•
ElRehabilitation n pla nt „f existing sewer with no_n�+ cctcd
❑ Other -(Explain).
FORM: FTA 04-16
Page 2 of 5

r
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
452
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)
D Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. 1' plicable► 02T 0305 & MDC fn.,m„p Stations off:
T
1 Pumn station „ ml,er or name. rile
. ° Longitude:
f of tetat dy„amie head (TDi4)
Size-(ine1 es)
Length4feet)
Material
�}
❑ telmme Af _02-T 0305(h)(1)(B)
• Required -for a1i-pump-stations-wit an_vverage .ia:l.. fl..w. reatAr an or eglial to 1 5,000 gaIjone
Mild bepe 'manw..4� to f cility o���
Or -if -the pump station has an age daili,_flow less4han 1 cl n 1ons-per-&34
Elmanual activa&ion,g8ick eonneGtiA
.0305(h)(1-)(C)
❑ Fl-)(g);
and : patibla with the station
�• mp_i station aluatio ..Pall the pump statione-stora'ge
Gapacities edu1G-gf-the-portable powe. sou. mp indu.ding travel time shall be provided
iultiple station p utage
FORM: FTA 04-16
Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
A 15A NCAC 02T.0305{f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
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 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 webpage
> 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)
> 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
® Yes ❑ No
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 Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per I SA 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 I5A 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 It5A NCAC 021, the Mini Design Criteria for the Permitting of Pump Stations
and Force Mains,.(latest version), and the Gravity Sewer Minimum Design Criteria .ates version) as applicable?
E Yes Ej 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 Applicatiortand supporting documents.
2. Professional Engineer's, Certification:
Professional Engineer's name fromfrorn Applicauon Item III,1,)
attestthat this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum 'Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version), Although other professionals may have developed certain portions of ens
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 fa1e
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed 510,000, as well as civil penalties up to 525,000 per violation.
------------------------
v, C A ft 0/0/
• • • e
• 0 • *c.,ssi,
4,*
North Carolina Professional F:ngineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T „0106(b):
*ft
(Signature Authority's. name & title from Apphcaton Ite
has been reviewed by me and is accurate and complete 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. I understand that any discharge of wastewater from this non -
discharge systemto surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecutiou 1 will make no claim against the Division of Water Resources should a condition
of this permit be violited 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 nte 115
incomplete,
attest that this application for
NOTE — In accordance with General Statutes 143-2156A and I43-215,6Q, 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 510,000 as well as civil penalties up to S25,000 per violation,
Date:
FORM: FTA 04-16
Page 5 of 5

CHARLOTTE
W(,JER
October 19, 2016
Mr. Greg Welsh
Burton Engineering Associates
5950 Fairview Rd
Suite 100
Charlotte, NC 28210
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
TRINITY 5 SPEC BUILDINGS 1-5
4205, 4135 SHOPTON ROAD AND 4036, 4026, 4016 SHUTTERFLY ROAD,
CHARLOTTE NC
CLTWATER TRACKING# 20161111
A flow acceptance study of the subject site has been completed and the following has been
determined:
After analysis of the sanitary sewer associated with the proposed project, it was found that there is
sufficient capacity to accommodate the proposed sewer flow of 9,150 gallons per day (254 employee
office space x 25 gpd/employee; 28 loading bays x 100 gpolbay) from this project 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 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 1D # 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 private water
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
one (1) year of issuance of this flow acceptance, and payment for anv service connections have not
been received within (1) year 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,
Barbara Gross
Engineering Assistant
•Charlotte Water ,5100 Bro ikshire'Blvd, Charlotte -,.NC 28216. chardottewater.drg
,6 Operated bythe City of Charlotte

DIvislon and otarvces
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Burton Engineering Associates
Project Name for which flow is being requested: Trinity 5 - Spec Buildings
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. 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#: NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. TotaI actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
11.836
71.262
0.009
83.107
84.0%
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) (D) (C) (D)=03+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (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 < 0.
Downstream Facility Name (Sewer): Coffey Creek Tributary to Shopton Road, PH II
Downstream Permit Number: 104 - 52 0
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Carl Wilson 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 in a icates acceptance of this wastewater flow.
1 II r
r �fj
Signing Ofcial Si ature
Date
Page 2 of 6
•FTSE 04-16

The National Map
NOTES: Data available from U.5_ Geological Survey, National Geospatial Program,

North Carolina
Elaine F, Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PC) Box 29622 Raleigh, NC 2762 622 ()19)807-200O
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Shopton Development, LLC
Limited Liability Company Information
Sasld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1526810
Current -Active
Current
Foreign
6/24/2016
January
DE
Chesson, Gary
Mailing: 440 S. Church Street Suite 800
Charlotte, NC 28202
Principal Office: 440 S. Church Street Suite 80'0
Charlotte, NC 28202
Reg Office: 440 S, Church Street Suite 800
Charlotte, NC 28202
Reg Mailing: 440 S. Church Street Suite 800
Charlotte, NC 28202
Company Officials
All LLCs are managed by their managers pursuant to N,C„G,S. 57D-3-2©.
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Cover Letter
Attention
BURTON
ENGINEERING
ASSOCIATES
CIVIL ENGINEERS
LAND PLANNERS
5950 F Irviewr Rd. • Sutte 100 •Charkrtte, NC 28210
[phone] • Fax [phone]
NCDENR Division of Water Resources
Mooresville Regional Office
Water Quality Section
610 E. Center Avenue
Mooresville, NC 28115
704-663-1699
From: Greg Welsh, PE — Burton Engineering Associates
Project Name: Trinity Five Spec Buildings
Project Number: 474-003
Date- October 24, 2016
Re: DWR Fast -Track Application (FTA 04-16)
Shopton Development, LLC is proposing the construction of five speculative industrial buildings and
their associated car parking and truck docks within the Shopton Ridge Business Park. The site is proposed to
be served by 452 feet of new private 8°' gravity sewer tying into an existing sanitary sewer manhole within the
proposed Shutterfly Road right-of-way.
if you have any questions concerning this information, please contact me at [phone] or by ema
Gre burtonen ineerin .corn
Sincerely,
T
Greg Welsh, PE

Transr
Attention:
Company:
Address.
BURTON
ENGINEERING
ASSOCIATES
CFURL ENGINEERS
LAND PLANNERS
Suite 100.Chartotte,, NC 28210
IF ex $e 041 553-8860
a
Phone #:
From:
Project Name:
Project Number:
Date:
Re:
Via:
Comments:
Water Quality Section
NCDEQ - Mooresville Reg. ©f is
610 E, Center Avenue
Mooresville, NC 28115
704-663-1699
Greg Welsh
Trinity Five Spec Buildings
474-003
2016.10.24
- Burton Engineering Associates
NCDEQ Sanitary Sewer Extension Permitting
Pi UPS CUSPSL Courier nHand Deliver •Pick Up
Date
6.1024
6.21
Pages
Description
Sewer Extension Application (FTA 04-1
Check for $480.00 to NCDEQ
Shop n Development LLC NC Registration_ ,v
Flow Trackincg_ f TSE 64-16) _
USGS Maw .._e...N..
Cover Letter for FTA 04-16
Trinity Five Spec Buildings Plans - Sewer Extension
L As Requested II For Approval II For Your Use :1-,11 For Review and Comment
If you have any questions concerning this information, please contact Burton Engineering Associates by calling
[phone] or by emailing [e-mail]
Sincerely,
Greg Welsh
Burton Engineering Associates
PLEASE OTaFY AT ONCE IF ALL ENCLOSURES ARE NOT 0"! .UC EC

Central Files: APS SVVP _
11/212016
Permit Number WQ0038839 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, 8 Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
9,150
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
Trinity Five Spec Buildings
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
,Facility Contact Affiliation
Owner Name
Shopton Development LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Sherri Chaffin
440 S Church St
Charlotte
NC 28202
Orig Issue
11/2/2016
App Received Draft Initiated
10/26/2016
Scheduled
Issuance Public Notice Issue Effective
11/2/2016 1112/2016
Regulated Activities Requested /Received Events
Office
Wastewater collection
Outfall
Expiration
Additional information requested
Additional information received
Waterbody Name
Streamlndex Number Current Class Subbasin

Water Resources
Environmental Quality
May 5, 2017.
Sherrie Chaffin, Director of Development
Shopton Development LLC
440 South Church Street, Suite 800
Charlotte, NC 28202
SUBJECT: Final Engineering Certification Acknowledgement
Project: Trinity Five Spec Buildings
Permit No. WQ0038839
Permittee: Shopton Development LLC
County: Mecklenburg
Dear Ms. Chaffin:
ROY COOPER
Governor
MICHAEL S. REGAN
�Secretary
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on April 25, 2017.
Enclosed is a certification, page for your records, A full review of the certification materials may
or may not be conducted. It is assurn.ed that receipt of this certification indicates compliance with
all regulations, design criteria and the permit. However, if a full technical review is conducted,
you will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy ofthe final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form .PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.org/web/wq/swp/ps/vs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: Gregory T. Welsh, P.E., (Burton Engineering Associates, 5950 Fairview Road, Suite 100,
Charlotte, NC 28210)
Central Files
MRO
Noth"rng Compares ..W
State of" North Carolina Environmental Quality l Water Resources y Water t ualsiy'Regional Opera
Mooresville Regional. 0t"fiee s 610 East Center Avenue, Suite 301 Mooresvilie North Carolina 2S1➢5
'704-663-1699

WQt !S
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Shopton Developer ent LLC
PERMIT ff: WQ0038839
PROJECT: Trinity Five Spec Buildings
ISSUE DATE: November 2, 2016
This project shalt not be considered complete nor allowed to op
this permit until the Division has received this Certification and al
should be submitted in a manner that documents the Division's re
the Regional Supervisor, Water Quality Regional Operations Sect
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,
ORIGINAL
7 of
n. It
tion
PERMITTEE'S CERT&FICATION
I, the undersigned agent for the Permittee, hereby state that thus 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 }tortiorts thereof.
Printed Name, Tit
Date
ENGINEER'S CERTSFI, TIO
duly registered Prafesslonai n��ineer in the State of North Carolina,
Fk ving beh authorized to observe (�.periodically, weekly, t.w.� full time) the construction of the
project name and location as referen e 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; I5A 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'Se=:i w/signature & date:
YFInal [11 Partial (include description)
Certification Comments/qualifiers (attach if necessary):
Stvu of North c roll s ! EarriSonrncnl81 Qu Wslcc Qnalitq^ R gion&1 ©cerRIiOns
Mogresvflle F ioia31 Orlicd 610 rang Gender Avr,nue, Suitt 301 I Ivlonrrsvirie, Nat Ceratire t.15
70,1 663 1699

'BURTON
ENGINEERING
ASSOCIATES
CIVIL ENGINEERS
LAND PLANNERS
5450 Fairview Rd. • Suite 100 •Char oite. NC 23210
(704)353w©801 • Fax ('704) 553-8660
Transmittal
Attention:
Company:
Address:
Phone #:
From:
Project Name:
Project Number:
Date:
Re:
Via:
Cooie
Water Quality Section
NCDEQ - Mooresville Reg. Office
610 E. Center Avenue
Mooresville, NC 28115
704-663-1699
Eleanor Rochelle Thomas
Trinity Five Spec Buildings
474-003
April 24, 2017
- Burton Engineering Associates
NCDEQ Sanitary Sewer Extension AsBuilts
SUPS LUSPS LlCourier HFland Deliver C_JPick Up
Date
04/24/17
04/17/17
07/30/04
11 /©2/16
El As Reque
Pages
Description
Sewer Certifications
Trinity Five Spec Buildin
Delarationof CCRs
Sewer Extension Permit.
s Puns - Sewer Extension AsBuilts
ed IN For Approval II For Your Use 11 For Review and Comment
Comments;
If you have any questions concerning this information, please contact Burton Engineering Associates by calling
[phone] or by emailing erochelle©burtonengineering.cam
Sincerely,
Eleanor Rochelle Thomas
Burton Engineering Associates
PLEASE NOTIFY AT ONCE IF ALL ENCLOSURES ARE NOT INCLUDED