WQ0036570_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Resources Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, III
Governor Director Secretary
August 2"d, 2013
Ms. Cheryl Lumsden, Treasurer
DeVere Construction Company, Inc.
1030 DeVere Drive
Alpena , MI 49707
Subject: Permit No, WQ0036570 Modification
The Exchange at Charlotte
Wastewater Collection System Extension
Mecklenburg County, NC
Dear Ms. Lumsden:
In accordance with your complete application received July 31 , 2013, we are forwarding herewith
Permit No. WQ0036570, dated August 2"d, 2013, to DeVere Construction Company, Inc. for the
construction and operation of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded, shall void permit WQ0036570 issued June 17th, 2013,
and shall be subject to the conditions and limitations as specified therein. This cover letter and
supplement shall be considered a part of this permit and are therefore incorporated therein by
reference.
The modification of this permit is a transfer of ownership from Apex Construction Services, LLC to
DeVere Construction Company, Inc. Please pay particular attention to the following conditions
contained within this permit:
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 responsibility of Apex Construction Services 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.
1617 Mail Service Center, Raleigh, North Carolina 27699 1617
Location' 512 N. Salisbury St. Raleigh, North Carolina 27604
Rhone; 919-807-6300 FAX [phone]
Internet: www.ncwaterquati ,o
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If you need additional information concerning this matter, please contact Michael Leggett at (919) 807-
6312 or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
by Deborah Gore, PERCS Supervisor
cc: Gene Ritz, Apex Construction Services, LLC (GeneRiitzfapexcsteen.com)
Chei yl Lun'isci n, DeVe`e Corestiuctiuri Company, ii'lc. ([e-mail],
Russ Greer, UNCC Millennium, LLC ([e-mail])
Mooresville Regional Office, Surface Water Protection Section
Water Resources Central Files
PERCS (electronic copy)

I
.14 t
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
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 the
DeVere Construction Company, Inc.
for the construction and operation of approximately 2,000 linear feet of 8-inch gravity sewer to serve
The Exchange at Charlotte development, and the discharge of 34,965 gallons per day of collected
domestic wastewater into the Charlotte Mecklenburg Utilities existing sewerage system, pursuant to the
complete application received June 10, 2013, 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
Environment and Natural Resources 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.
Permit issued this the 2nd day of August, 2013.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036570 Modification

r
,
SUPPLEMENT TO PERMIT COVER SHEET
DeVere Construction Company 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 Mallard Creek Wastewater
Treatment Facility prior to being discharged into the receiving stream.
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 compliance with the Standard Conditions and any Special
Conditions identified below.
I. SPECIAL CONDITIONS
1. If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow.
2. No flow in excess of the quantity permitted herein, 34,965 GPD, 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 of Water Resources.

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• II. STANDARD CONDITIONS
1. This permit shall not be 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.
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.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
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 as provided in 15A NCAC 2T .0403:
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 (Le. 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 ofgrease education nnatchab to users nfthe collection system by the permitLee or its
representative,
l Grease education materials shall be distributed more often than required in Parts (l) and (Z) of this
Subparagraph if necessary to preven|Qeasc,e|ated sanitary sewer overflows,
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
j. Documentation shall be kept for Subparagraphs (a) through (U of this Rule for a minimum of three yeas
with exception ofthe map, which shall bemaintained for the life mfthe system,
5. Noncompliance Notification:
The Permittee shall report by telephone to a water Nsrwms staff member at the Mooresville Regional
Office, telephone number [phone]' as soon as possible, but in no case more than 24 hours or on the
next working day, 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 SSQand/or spill over 1'Q00gallons; 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 asthe initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number (8O0) 858-0368 or (919) 733'3300. Persons reporting any of
the above occurrences shall file aspill report bycompleting and submitting Part |oJForm CS-SIO(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 UofForm
CS-SS0(or the most current Division approved form) can also be completed to show that the SSO was beyond
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled mas not to interrupt
oen4oe by the existing utilities nor ,coox in an overflow or bypass discharge ofwastewater vo the surface
waters cfthe State.
7' Per 15A N[AC 2[0116, 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 tothe address provided onthe form, Acomplete certification isone where the form is
fuHy 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 mfthe Articles mf
Incorporation, DedaeOous/Coxeuaot*/Retd#iwvs,and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
4complete certification is one where the form isfully executed and the supporting documents are provided os

I
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 pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.
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.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 1SA 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.
10. 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.
11. 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 other government agencies (local, state and federal) which
have jurisdiction, including but not limited to applicable river buffer rules in 15A NCAC 2B .0200, erosion and
sedimentation control requirements in 1SA NCAC Ch. 4 and under the Division's General Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: DeVere Construction Company, Inc. Permit No. WQ0036570
Project: The Exchange at Charlotte Issue Date: 08IO2/2013
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore. it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
1, , 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
❑ Partial ❑ Final
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the subject project
for the 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'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.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. 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.
DWQ Use Only:
Flow from this project is tributary to:

FAST TRAC Nl T"t'1W1CATXON
Perrnittee: D6Ver0 Constreotton Company, inc.
Project: The Exchange at Charlotte
Permit No. W00036I70
Issue Date: 013102l2013
Complete and submit VI form to the permit Iseuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer Ones) of the wastewater
collection system extension. Final record drawings should be clear on the plans or an digital media (CD or DVD
disk) In pdf format Record drawings should indicate the design and the marked up changes during construction,
• Supporting design calculations (selected pumps, system curve, operating paint, available storage If portable
generator(s) or ato greater than longest past three year outage reliability option selected) for any pump stations
permitted es part of this project
• Changes to the project should be clearly Identified on the record drawings or in written s€saatnary form.
d as rea n U co t
minimum dest m criteria. Modifications should be stibrrdtted odor to certification,,
This project smell not be considered complete nor allowed to operate until the Division has received this Engineer's
Cereflcat}on and all required supporting documentation. Therefore, it is hlahiv_,recommended that this cartifigatloq
jae seat la amanner that provides proefpf !sootier; by the Division,
P 'f :6'6 G>rltTlFmcArtoN
that undersigned agent for the Perrntttee, hereby stale that this project has.
applicable standards & requirements, the Professional Engineer below has
Cation Information to the Permltteet and the Permittee is prepared to operate &
ern pe herein or 'thereof.
ENGINE CR lFicAT
51 Partial 0 Final
as a duly registered Professional Engineer In the Stale of North Carolina,
periodically, DI weekly, 0 full tine) the construction of the subject project
the best of my abilities, due care and diligence was used In the observation
IrucUan was observed to be butt within substantial compliance of title
Sewer Minimum Design Criteria adopted February 12, 1t as
for the Fast -Track Permitting of Pump Stations and Force
supporting materials,
er's
SEND THIS FORM & SUPPORTING DOCUMENTATION.
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESViLLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
The Permltlee is responsible for IT ki i ail a t certifications up unit a final certification is received. Any
wastewater flow made tributary to ttto wastewater collection system extension prior to campletlon of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permlttee to appropriate
nforcement actions,
iDWQ Use Only:
Flow &am this project is tributary to:

a. One copy of the protect construction record drawings (plan & profile views of sewer lines & fora: mains)
of the wastewater collection system extension, Final record(drawings should be dear 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 pump station design calculations (selected pumps, system curve, operating.
point, buoyancy calculations, available storage If portable generator(s) or storage greater than longest
past three year outage re►lability option selected) far any pump stations permitted as part of this project.
c. Changes to the protect that do not result In non-compliance with this permit, regulations, or the Minimum
Design Criteria should be dearly Identified an the record drawings, on the certlflcatlon In the space
provided, or in written summary form,
Prior to Certification (Final or Partial): Permit modifications are ret;ulred far any changes resulting In non-
compliance with this permit (including pipe length Increases of 10%or great, Increased flow, pump station
design capacity design Increases of 5% or greater, and Increases to 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,
8. A copy of the construction record drawings shall be maintained on file by the Permlttee far the life of the
wastewater collection facilities
9. Failure to abide by the conditions and limitations contained In this permit; 15A NCAC 2T; the Di 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. Permlttee to an enforcement action by the Division, In accordance with
North Carolina General Statutes §143-215.5A through e143.215,6C, construction of additional or replacement
wastewater collectl©n fadilties, and/or referral of the North Carolina-Ilcensed Professional Engineer to the
licensing board.
10. In the event that the wastewater collect an facilities fail to perform satisfactorily,. Including the creation of
nuisance conditions, the PerrnIttee shalt take Immediate corrective action, Including those as may be required
by this Division, such as the construction of additional or replacement fadilties.
11. The Issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rutes,
regulations, or ordinances that may be imposed by other government agencies (local, state and federal) which
have Jurisdiction, including but not limited to applicable river buffer rules In i5A NCAC 26 .0200, erosion and
sedimentation control requirements In 1SA NCAC Ch. 4 and under the Division's Generai Permit NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and I5A NCAC 2H .0500.

LETTER OF TRANSMITTAL
To: NCDENR
Dee Browder
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Re: The Exchange at Charlotte
I am sending you the following 'item(s):
DATE
NO,
These are transmitted as checked below:
0
Remark
As requested
For approval
For review and comment
Date:
July 2, 2014
** HAND DELIVER **
Job No.: PCG-13©©0
DESCRIPTION
As -built sanitary sewer for System B and C
Partial Certification Application
Q For your use
D
Copy to:
Signed:
Robert M. Reddick, Jr., PE
Senior Project Manager
Raleigh -Durham
2905 Meridian Parkway
Durham, North Carolina 27713
[phone]
Charlotte
11301 Carmel Commons Blvd., Suite 111
Charlotte, North Carolina
[phone]
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