WQ0037272_Regional Office Historical File Pre 2018

C E
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, Ili
Governor Secretary
August 19, 2014
Mr. John W. Harris III
Capitol. Towers LLC
4725 Piedmont Row Drive, Suite 800
Charlotte, NC 28210
Subject: Permit No. WQ0037272.
Capitol Towers
Wastewater Collection System Extensi
Mecklenburg County, NC
Dear Mr. —a -is:
In accordance with your complete application received August 5, 2014, we are forwarding herewith
Permit No. WQ0037272, dated August 19, 2014, to Capitol Towers LLC for the construction and
operation of the subject wastewater collection system extension. This permit shall he effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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.
Please pay particular attention to the following conditions contained within this permit:
Condition IL4: 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 the Capitol Towers LLC 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, andlor 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 he final and binding.
1617 Mali Service Center, aIeh, North Carolina 27699.1617
Location: 512 N. Salisbury` at. Raleigh, North Carolina 27604
Phone: [phone] FAX [phone]
Internet wnsruw.ncwate71;esources.orn
An Equal Opportunity t f +rr, Live &non Emp6e

Mr. John W. Harris Hi
August 19, 2014
Page Two
If you need additional information concerning this matter, please contact Michael Parker at (704) 235-
2194 or via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder
Division of Water Resources
by Michael L. Parker
Water Quality Regional Operations Section
Mooresville Regional Office
cc: Mooresville Regional Office, Surface Water Protection Section
Water Resources Central Files
PERCS (e- copy)
R. Todd Fisher, ColeJenest & Stone, P.A. (e-copy)
Barbara Gross, C-MUD (e-copy)

ATA
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
Capitol Towers LLC
for the construction and operation of approximately 904 linear feet of 8-inch gravity sewer to serve the
Capitol Towers development, and the discharge of 66,070 gallons per day of collected domestic
wastewater into the Sugar Creek WWTP existing sewerage system, pursuant to the complete application
received August 5, 2014, 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.
it issued this the 19th day of August, 2014.
c
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037272

SUPPLEMENT TO PERMIT COVER SHEET
Capitol Towers 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 Sugar 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 of Water Resources (Division) Gravity Sewer Minimum Design Criteria
adopted February 1.2, 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.
L SPECIAL CONDITIONS
lf, 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, 66,070 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,
IL STANDARD CONDITIONS
I. 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 he 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,
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 of Water Resources (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996, as applicable, the Division's PVIinimum, 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 1.5A NCAC 2T ,0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T ,0403:

PPr
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 Ieast 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
§ 143-215.1 C.
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.
Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the Iife of the system.
5. Noncompliance Notification:
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 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 SSO and/or spiII 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 perrnissible, 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 ivasion of
Emergency Management at telephone number [phone] or (919)'733-3300„ Persons reporting any ofthe
above occurrences shall file a spill report by completing and submitting Part 1 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.
6. Construction of t
service by the exi
of the State.
s, pump stations, and force trains shall be scheduled so as not. to interrupt
result in an overflow or bypass discharge of wastewater to the surface waters
7. Per iSA NCAC 2'f'_0ll6, upon completion. of construction and prior to operation of these permitted facilit.ies,
the completed Engineering Certification torn attached to this permit shall be submitted with the required
supporting documents to the address provided on the form, A complete certification is one where the form is
fully executed .and, the supporting documents are provided as applicable. Any wastewater flow made tribute
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 Permitter to appropriate enforcement actions,
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Artie
Incorporation, Cleclarations/Covenants[Restrictions, and Bylaws that Itav°e been appropriately filed
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 pump station design calculationrips, system curve, operating
point, buoyancy calculations, available storage if portable generator(sa) 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 tl`rat do not result in non-compliance with this perrn.it, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, or in written sunarnary form,
Prior to Certification (h final or Partial): Permit modifications are required for any changes resulting i.n 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 numberftype of connections),
regulations, or the Minimum Design Criteria. Requested modifacation,s or variances to the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own nwrit, 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.
A copy of the construction record drawings shall be
wastewater collection facilities.
Wed on file by the Permittee for the life of the

9. 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, I996 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 15A NCAC Ch. 4 and under the Division's General Permit NCGO10000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: Capitol Towers LLC Permit No. WC100372/2
Project: Capitol Towers — Mecklenburg County
Issue Date: 08/19/2014
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 inchoate 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
, 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
Date
Signature
ENGINEER'S CERTIFICATION
LI Partial I1 Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (El periodically, Li weekly, rj 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 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, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL OPERATIONS SECTION 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.
DWR Use Only,
How from this proiect is iributar:,„:

0
u.
z
z
1 a,
1 b.
USE THE TA KEY TO MOVE FROM FIEt-D TO FIELD
©wner!Permittee:
Capitol Towers LLC
Full Legal Name (company, municipality, HOA, utility, etc.
JohnW Hams III, Authorized Sicln^atory
Signing Official Name and Title (Please review 15A NCAC 2T0106L
Application Number:
(to be completed by DWR)
or authorized signing officials)
The legal entity who will own this system is:
O Individual ❑ Federal ❑ Municipality ❑ State/County 0 Private Partnership 0 Corporation
ld, 4725 Piedmont Row Drive, Suite 800
Mailing Address
1f, North Carolina
State
lh 704-716-7600
Telephone
704-716-8600
Facsimile
2 Project (Facility)Information:
2a. Capitol Towers
Brief Project Name (permit will refer to this name)
3. Contact Person:
Todd Fisher, Director of Engineering
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
1e. Charlotte
City
lg 28210
Zip Code
[e-mail]
E-mail
Other (specify): LLC
Mecklenburg 2b. Mecl _--
County Where Project is Located
704-376-1555
Phone Number
Project is ® New
0 Modification (of an existing permit)
Owner is ❑ Public (skip to Item B(3))
3cffisher colejeneststone.corn
E-mail
If Modification, Permit No.:
Private (go to item 2(a))
2a. If private, applicant will be
Q Retaining Ownership (Le. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc, - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to item B(2b))
cklenburg Utility Department
stewater Treatment Facility ( VVTF)Treatin
pine, trwin, & Sugar Creek WWTP
Name of WWTF
CMUD
:5b. 8"
Owner of Downstream Sewer Receivi
2b. If sold facilities owned by a (must choose one)
0 Public Utility (Instruction D)
Homeowner Assoc../Developer (Instruction E)
ewater From This Project
4b. NC0024970, NC0024945, & NC0024937
WWTF Permit No.
Gravity 5c. CMUD Job #: 100-89-724, CMUD File #: 127-20
Sewer Size ❑ Force Main
6, The origin of this wastewater is (check all that apply).
0 Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Horne Park
0 School
Restaurant
Office
Permit # of Downstream Sewer (Instruction F)
O Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
0 Church
0 Nursing Home
❑ Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 66,070
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
100% Domestic/Commercial
Industrial
(Attach Description)
Other
(A
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits tha
❑ Flow has already been allocated in Permit No.
ID Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T.0303 to determine if a permit is required)
h Description)
gallons per day
nnect to this line
FTA 08-13 APPLICAT ION Prt c t)1'6

Provide the wastewater flow calculations used in detennining the permitted flow in accordance with 15g NCAC 2T .0
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested
Item B(7y. Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T ,0114 (f).
See Attached
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8
Length (feet)
904
New Gravity or Additional
Force Main
New Gravity
11, Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
0 Pump Station Location ID: N/A (self chosen - as shown on plans/map for reference)
-` Longitude: N/A
z
0
Latitude: N/A
Design Flow Operational Point Power Reliability Option
(MGD) GPM �TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
N/A.
N/A N/A N/A N/A
Pump Station Location ID: N/A (self chosen - as shown on plans/map for reference)
Longitude: N/A Latitude: N/A
Design Flow
(MGD)
N/A
Operational Potn
GPM I TDH
Power Reliability Option
- permanent generator MATS; Force Main Size Force Main Length
2 - portable generator w/MTS
N/A N/A N/A N/A
12, Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes No If Yes, permit number of 2" treatment facility
(RO - if "yes" to 6,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design_ Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the iravi + Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?'
Yes El No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FIA
()fI.-13 APPLICATIO Page 4 of 6

Z
4. Have t'he following permits/certifications been submitted for approval for the system or propect to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? Yes 0 No N/A
Sedimentation and Erosion Control Plan? Yes Q No © N/A
Trout Buffer Waiver? 0 Yes © No ►:+i NIA
Stormwater? Yes [J No © NIA
15, Does this pro,ect include any high priority lines (15A NCAC 02T 0402 (2)) involve aerial lines, siphons„ or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: © and provide details:
Owner/Permittee"s Certification' (Signature of Signing Official and Project Name)
1, John W Harris 111, attest that this application for Capitol Towers 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, Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215,68, any
person who knowingly makes any false statement„ representation, or certification in any application shall be guilty of a
Cl a misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THiS
APPLBCATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineers Certification: (Signature of Design Engineer and Project Name)
1, R. Todd Fisher ,attest that this application for Capitol Towers has been reviewed by me and is accurate, complete
and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the
best of my knowledge, l 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 adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although other professionals may have
developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies
that l have reviewed this material and have fudged it to be consistent with the proposed design. Note:: In accordance with
NC General Statutes i43-215.6A and 143-215,.68, any person who knowingly makes any false statement, representation,,
or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per violation.
2a. R. Todd Fisher
Professional Engineer Name
2b. ColeJenest & Stone, P.A.
Engineering Firm
2c. 200 South Tryon Street, Suite 1400
Mailing Address
2d. Charlotte
City
2g, 704-376-1555
2h. 704-376-7851
Telephone Facsimile
28202
,y'` TODU
N Pr*.... IEVISta w to
FTA 08-13 A„ CATION
Page 5 of 6

FAST
TRACK ENGINEERING CERTIFICATi©N�CF.iV'
Project: Capitol Towers — Mecklenburg Countyi`r�"3 N'
Ne''
Permittee: Capitol Towers LLC Permit No. WQtl037272
Issue Date: Q8l1912014
ttlS
Complete and submit this form to the permit issuin ��rti ,fc g.
•
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. Perish
m i atlon f ch
minimum design criteria. Modlflcatlonssho Idb :s
rt-coon la with I u ° l or
odor 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 Je hip ly recommended that t is certification
be sent in a manner.thet provides Proof of recelptjay the Plvis on,
PERii ITTEE'S CERTIFICATION
t,j-11117437,S
,the undersigned agent for the Permittee, hereby state that this project has
been constructed pursutint a applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction informatio * tfte Permittee, and the Permittee is prepared to operate &
ntain the wastewater collection system per rnl =d h ein or portions tl reof.
w
Printed Name, Ti
1
3 ./5
Date
R. Todd Fisher
ENOINEER'S CERTIFICATION
Partial I Final
a duly registered Professional Engineer in the State of i' orth Carolina,
having been authorized to observe (►:iJ periodically, 0 weekly, 0 full time) the construction of the subject project
e Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
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, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
ITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL OPERATIONS SECTION SUPERVISOR.
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
t3.15 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.
DWR. Use Only:
Flow from this project is tributary to:

o e
& Stone
est
EEE:i
p -:: A rkEEIECE
200 South I ry (01 r(!tt, h.' e Chariofte:
704 376 155b
CnadmE'
RaftElh
TRANSMITTAL
Date: September 08, 2015 E't7:ERIO'Nf,::DtENRICIMP?
Reference: 4275.00 — Capitol Towers
,tv'OROS
Attention: MS: Dee Browder
MOORi „ . t:::EGfONAt, OFEICI:E
Company: North Carolina Department of Environment. and 704-663-'16.99
Natural Resources (NCDENR) Tel:
610 East Center Avenue
Suite 301
Mooresville,. North Carolina 28115
We Are
Transmitting:
Transmitted
Via:
Herewith 0 Under Separate Cover
Copies
Dated
Description
08 1 5
Plan & Profile Partial As -buts
09 08
08 9 4
ParUal Engineer's Certificato
Copy of Approval Documen
Overnight LJ Courier
ZI For Approval
Hand Delivery Pick -Up
LI For Your Use D As Requested
0 For Review
Remarks: The attached documents are submitted in connection with the Capitol
Towers development in Charlotte, North Carolina.
Please contact our office with questions or comments.
Thank you.
By:
CC:
i.
Robert B Hayes, El
Ms Melanie June — LH
Mr, Shawn Randall — Shelco
Ms, Susan G. Freyler, RLA - CJS
Mr, R. Todd Fisher, PE — CJS
Mr, Jason E. Dolan, RLA — CJS

o
Colejenest
& Stone
PROPOSED PRIVATE
SAN. SWR. SYSTEM
fa, If
CAPITOL TOWERS
Pr©j. No. 4275
Issued 05,19.14
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CI AIThO rTr-
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
August 1, 2014
Mr, Jason Dolan
ColeJenest & Stone
200 South Tryon ST
Suite 1400
Charlotte,, NC 28202
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
CAPITAL TOWERS
TAX PARCEL# 177-063-01
C-MU TRACKING# 600-14-574
A flow acceptance study of the subject site has been completed and the fallowing has been determined:
Charlotte -Mecklenburg Utility Department (C-MUD) agrees to accept the gravity sewage flow of 66,070
gallons per day (1,870 employees x 25 gpd/employee; 483 restaurant seats x 40 gpd/seat) from this
project for transmission to the Sugar Creek Wastewater Treatment Plant; NPDES permit number
NC0024937, for treatment, This acceptance of flow is based on the existing capacity of the designated
publicly owned treatments works. Please see attached NC DENR flow tracking form.
C-MUDagrees 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 NC DENR, However, C-MUD cannot guarantee
a constant pressure or quality of flow,
C-MUD does not expect any of the above conditions to preclude water or sewer service to the subject
site. However, the applicant should understand that due to the involvement of other agencies and
continuing growth of the water and sewer system, the ability to provide service for future projects cannot
be guaranteed nor reserved. Connection to the C-MUD system is accepted on a first come, first served
basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the appropriate
authorization to construct permits are not obtained and construction has not started within one 1 ear
issuance of this flow acceptance: and payment for any service connection(s) have not been received
within (1) year of issuance of this flow acceptance, 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-MECKLENBURG UTILITY DEPARTMENT
Engineering Division • Installation & Development Services
www.crnutilities.com
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax [phone]

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: ColeJenest & Stone
Project Name for which flow is being requested: capitol Towers
More than one FTSE niay 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 WWTP
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. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
9.895
69.238
0.066
79.133
79.90
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) (B) (C) (D)--(B+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 (pi) not Iess 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.
Page 1 of 6
FTSE 08-13

Certification Statement:
I ri/ 5 P r- certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections 1 and I1
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
cial Signature Date
Page 2 of 6
FTSE 08-13

North Carolina Secretary of State Page 1 of 1
Account Login Register
North Carolffia
Elaine F marshal! ,EPA TMLIN OE''THE
SecretarySECRETARY or STATE
PO Ben24 l i* '. NC. 2762E- ' ((01S407-200
Date: 8/6/2014
Click here to:
View Document Filings I File an Annual Report I
' Print a Pre -populated Annual Report Fillable PDF Form [ Amend A Previous Annual Report I
Corporation Names
Name r Name Type
NC CAPITOL TOWERS LLC LEGAL
Limited Liability Company Information
SOSID:
Status:
Effective Date:
Citizenship:
State of Inc.:
Duration:
Annual Report Status:
Registered Agent
1379808
Current -Active
5/19/2014
FOREIGN
DE
PERPETUAL
CURRENT
Agent Name:
Office Address:
Mailing Address:
Principal Office
CT CORPORATION SYSTEM
150 FAYETTEVILLE ST., BOX 1011
RALEIGH NC 27601
150 FAYETTEVILLE ST., BOX 1011
RALEIGH NC 27601
Office Address:
Mailing Address:
Officers/Company Officials
4725 PIEDMONT ROW DR STE 800
CHARLOTTE NC 28210
4725 PIEDMONT ROW DR STE 800
CHARLOTTE NC 28210
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3753
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=10535880 8/6/2014

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TRANSMITTAL
Date: August 4, 2014
Reference: 4275.00 — Capitol Towers
Attention: North Carolina Department of Environment and Natural Resources
Reviewer
Company: North Carol na Department of Environmental
and Natural Resources
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
We Are
Transmitting:
Copies
2
6/13/14
TeL [phone]
Ef) Herewith 11 Under Separate Cover
Fast Track A
Se
Description
hcation
er Permit Fee — Check No, 046949 ($450 00)
Transmitted Mali N Overnight 121 Courier E Hand Delivery 0 Pick -Up
Via:
N For Approval
[l] For Your Use 0 As Requested
0 For Review
Remarks: Attached are two (2) Fast Track Applications, original and copy, for the
Capitol Towers project. The Capitol Towers site will contain (2) two
office towers, (1) one small office, (2) two restaurants, and a parking
deck. Please call with any questions,
By:
CC:
Thank you
krm
Mr. Scott Carr — LH
Ms. Susan G. Freyler, RLA — CJS
Mr, R. Todd Fisher, PE — CJS
Mr. Jason Dolan, RLA — CJS

Central Files: APS ._ SWP _
8/18/2014
Permit Number WQ0037272 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
michael.parker
Coastal SWRule
Permitted Flow
66,070
Facility
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Capitol Towers Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name Owner Type
Capitol Towers LLC Non-Govemment
Owner Affiliation
John W. Hams Ili
Dates/Events
4725 Piedmont Row Dr
Charlotte NC 28210
Orig Issue
8/19/2014
Scheduled
App Received Draft initiated Issuance Public Notice Issue Effective Expiration
8/5/2014 8/19/2014 8/19/2014
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasln