WQ0024602_Regional Office Historical File Pre 2018

No
Pat McCrory
Governor
h Carolina Department of Environment and Natural Resources
April 20, 2015
Mr. Kenneth GUI
Olympic Corporate Center II, LLC
4200 Sandy Porter Road
Charlotte, NC 28273
Subject: Permit No.WQ0024602 Modification
Olympic Corporate Center Building 2
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr, Gill:
Donald R. van der Vaart
Secretary
In accordance with your application received April 9, 2015, we are forwarding herewith a modification
to Permit No.WQ0024602 dated April 20, 2015, to Olympic Corporate Center 11, 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This permit shall be effective from the date of issuance until rescinded, shall void Permit No,
WQ0024602 issued November 19, 2004, 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,
This permit was originally issued on November 19, 2004, and allowed the construction of 80 linear feet
of 6-inch gravity sewer and 1,686.09 linear feet of 8-inch gravity sewer with a flow of 18,480 gallons per
day. This modification increases the length of 8-inch gravity sewer by 355 linear feet for a total of 2,041
linear feet of 8-inch gravity sewer.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11,4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T ,0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be 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 §143-2.15.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
Mooresville Regional Office
610 East Center Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] \ Fax [phone] \ Customer Service 1-877-623-6748
Internet: www.ncwaterquality.org
An Equal Opportunity \ Affirmative Action Employer— Made in part by recycled paper

Olympic Corporate Center U, LL[
Permit Nn.uVQ0024602K4OD|F{CAT|ON
,
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adUmdicatnry hearing upon written request within 30 days following receipt of this permit.
This request must be inthe form of written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC27G90-6714 Unless such demands are made, this permit shall befinal and binding.
Ifyou need additional information concerning this matter, please contact Barry Love at(704)23S`I143
orvia e-mail atbarryJnve@ncdencgov.
for S. Jay Zimmerman, Director
Division of Water Resources, NCDENR
byMichael Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional [)fMoe
Division of Water Resources, NCDENR
cc: Jeffery C. Urobonn, P.E. (electronic copy)
Barbara Gross (electronic copy)
Tommy Rowland (electronic copy)
Regional Office Files
Water Resources Central Files
PER[S(electronic copy)
Page 2ofR

F1bENR
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
Olympic Corporate Center II, LLC
Mecklenburg County
for the construction and operation of approximately 2041 linear feet of 8-inch gravity sewer and 80
linear feet of 6-inch gravity sewer as part of the Olympic Corporate Center Building 2 project, and the
discharge of 18,480 gpd of collected domestic wastewater into the Charlotte Water existing sewerage
system, pursuant to the application received April 9, 2015, and in conformity with 15A NCAC 2T; the
Division's Gravity Sewer Minimum Design Criteria adopted March 4, 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 was previously issued on November 19, 2004, for 80 linear feet of 6-inch gravity sewer and
1,686.09 linear feet of 8-inch gravity sewer and a flow of 18,480 gallons per day, to serve office buildings.
This modification is for the addition of 355 linear feet of 8-inch gravity sewer.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
ified conditions and limitations contained therein.
or S. Jay Zimmerman, Director
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number:
Permit Issued:
WQ0024602 MODIFICATION
April 20, 2015
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Olympic Corporate Center II, LLC is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Charlotte Water McAlpine
Creek Wastewater Treatment Facility in accordance with Permit Number NC0024970.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted March 4, 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.
SPECIAL CONDITIONS
This permit shall become voidable unless the agreement between Olympic Corporate Center II, LLC
and Charlotte Water for the collection and final treatment of wastewater is in full force and effect.
[15A NCAC 02T.0304(h)]
2. No flow in excess of the quantity permitted herein, 14,480 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. [15A NCAC 02T.0304(b)]
11. STANDARD CONDITIONS
This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Miiinimum
Design Criteria adopted March 4, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein, [15A NCAC 02T.0110]
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]
Page 4 of 8

I
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or
surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be inspected
at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections
are documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by North
Carolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. 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 life of the system.
Page 5 of 8

5. The Pennh1eeshaU report by telephone to v water resources staff member attNa Mooresville
Regional Office, telephone number (704)@53'1,699, ausoon as possible, but in no case more than
24, 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 urbreakage, etc.;or
b. Any 3SOand/or spill over 1,O00gallons; nr
c. AmySSO and/or spill, reQa,d|egmfvolume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management attelephone number [phone] or(919)
733'3300. Persons reporting any ofthe ab�nveoccurrences shall file a spill report bycompleting and
submitting Part | of Form [S'SSQ (or the most current Division approved form) within five days
following first knowledge mfthe occurrence, This report must outline the actions taken orproposed
to be taken to ensure that the problem does not recur. Part || of Form CS-SSQ (of the most current
Division approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-
215.1C(al)]
6. Construction ofthe 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
tnthe surface waters pfthe State. [15ANCA[02T.OI00<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 tothe address provided onthe form. Acomplete certification isone where
the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made, tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered aviV|ation of the permit and shall subject the
permltteetoappropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Dec aration »/Covenants/Restrirdons, and Bylaws that have been
appropriately filed with the applicable Count\/sRegister mf Deeds office shall be submitted with
the certification.
Acomobete certification is one where the form isfully executed and the supporting documents are
provided asapplicable. Supporting documentation shall include the following:
n, One copy ofthe project construction record drawings (plan & profile views of sewer lines &
force nnolms) of the wastewater collection system extension. Final record drawings should be
clear on the plans oron digital media (CD or BVD disk) and are defined as the design drawings
that are marked mpu,annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
Page 6 of 8

source or pUTmp is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be dearly 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 March 4, 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 maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 8

EAST TRACK SEWER ENGINEE
NG CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Olympic Corporate Center U. LLC
WQ0024602 MODIFICATION
Olympic Corporate Center Building 2
April 20, 2015
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 to' 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 CEtTIE!CATION
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
1, , as a duly registered Professional En neer in the State of North Carolina,
having been authorized to observe (f] periodically, ` weekly, 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 March 4, 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 [] Partial (include description)
Certification Comments, ualrflers (attach if necessary):.
NC DWR Water tuatlty Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
.. ten,

,USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
1. Owner/Permittee:
la. _Olympic Corporate Center I LLC
Full Legal Name (company, municipality, HOA, utility, etc.
1b. Kenneth Gill, Manger a _
Signing Official Name and Title (Please review 15A N
Application Number:
(to be completed by DWR)
uthorized signing officials)
1c_ The legal entity who will own this system is:
© Individual 0 Federal © Municipality 0 State/County 0 Private Partnership
0 1d, 4200 Sandy Porter Road
U. Mailing Address
1f. NC
0
z
State
1h. 704-461-1324
Telephone
2 Project (Facility) Information:
2a. Olyrnpic Corporate Center Building 2
Brief Project Name (permit will refer to this name)
Contact Person:
Jeffery C Orsborn, PE
Name and Affiliation of Someone Who Can Answer Que
3b, 704-749-1432
Phone Number
Project is © New Modification (of an existing permit)
Facsimile
Owner is El Public (skip to Item B(3))
1 e. Charlotte
City
1 g, 28273
Corporation © Other (specify):
RECEIVED/NCDENR!DWR
Zip Code
steve@islandhotdin
E-mail
2b. Mecklenburg nm
County Where Project is Located
ons About this Application
3c. [e-mail]
E-mail
tf Modification, Permit No.: WQ0024602
El Private (go to Item 2(a))
2a. If private, applicant will be:
0 Retaining Ownership (i e 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))
Charlotte Mecklenburg Utilities (MU.)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
ItQH)S
E t E.GIOP
OFFICE
2b, If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
a Homeowner Assoc./Developer (Instruction E)
4a_ McAlpine Creek WWTP 4bNC0024970
Name of WWTF WWTF Permit No,
5al© Gravity
Owner of Downstream Sewer ;Receiving Sewer Size }0 Force Main
S The origin of this wastewater is (check all that apply):
j
O Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
• School
© Restaurant
Office
Unknown
Permit # o
0 Retail (Stores, shopping centers)
DI Institution
© Hospital
© Church
0 Nursing Home
0 Other (specify):
7 Volume of wastewater to be allocated or permitted for this part cuter project,
'Do not include future flows or previously permitted allocations
uction F
100°/© Domestic/Commercial
% Industrial
(Attach Description)
% Other
(Attach Descripti
0 gallons per day
If the permitted flow is zero, indicate why:
[j Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit No. WQ0024602
O Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
n
FTA (I8-1 M3 APPLICATION Page 4 of 6

•
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
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 in
Item B(7), 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)
18,480 previously permitted
Summary of Sewer Lines to
Permitt
NOTE 1,686 LF perviously permitted,
978 LF perviously certified,
355 LF additional required,
for total 2,041 LF_
h additional sheets
Length (feet)
New Gravity or Additiona
Force Main
Gravity
Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID: (self chosen - as shown on plans/map for reference)
ongitude: Latitude:
Design Flow
(MGD)
Pump Station Location ID
Operational Point'
GPM @TDH
Power Reliability Option
- permanent generator WATS; Force Main Size Force Main Len
2 - portable generator wIMTS
(self chosen - as shown on plans/map for reference)
ongitude: Latitude:
Design Flow
(MGD)
Operational Point
GPM @TDH
th
Power Reliability Option
- permanent generator wIATS; ` Force Main Size Force Main Length
2 - portable generator wfMTS
2. 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 2nn treatment facility
RO — if "yes" to 6,12 please contact the Central Office PERCS Unit)
3. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and,Force Maids
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?'
Yes 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
RECEIVEDiNCDENRI
o
WQROS
MOORESVILLE REGIONAL OFFICE
FTA 08-13 .A.PPLaC \TIO\
Page 5 of 6

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? ❑ Yes ❑ No ® NIA
Sedimentation and Erosion Control Plan? Yes ❑ No ❑ N/A
Trout Buffer Waiver? ❑ Yes ❑ No NIA
Starmwater? lei Yes El No ❑ N/A
15. Does this project include any high priority lines (1A �T
volve 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)
i, Kenneth Gill , attest that this application for Olympic Corporate Center Building 2 has been
reviewed by me and is accurate and complete to the best of my knowledge, l 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 43-211 B, 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
well as civil penalties up to $25,000 per violatio
Signing Official Sign
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
N TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NQAC 02T .03O5
Z
2 Professional Engineer's Certification. (Signature of Design Engineer and Project Name)
1, Jeffery C. Orsborn attest that this application for Olympic Corporate Center Building 2 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. 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 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 judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-215, .4 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 pe
effery C. Orsborn
Professional Engineer Name
2b. Orsborn Engineering Group
Engineering Firm
2c. 610 E. Morehead Street, Suite 106
Maiiing Address
2d. Charlotte
City
2g. 704-749-1432 2h
Telephone
2e. NC 2f. 28202
State Zip
2i. [e-mail]
Facsimile
E-mail
NC PE Seal, Signature & D
FLA 08-1 APPLICATION'

R NN
PROPOSED „ pFFIVATE,"
SEWER .. TEN_SiQ,N
SITE
DATE:
CALE: I'° = 5OO'
DRAN BY: JA
APPROJEDBY: JCO
UiDAR`r
EXkSTING
'SANITA
USGS QUAD MAP EXHIBIT
FOR
OLYMPIC CORPORATE CENTER - BUILDING 2
CHARLO I 1E, NORTH CAROLINA
ORSBORN ENGINEERING GROUP
610 EAST MOREHEAD STREET, SUITE 106
CHARLOTTE, NC 28202
P) 704-749-1432 • F)'704-749-1433

ORSBORN ENGINEERING GROUP
Olympic Corporate Center Building 2
Charlotte, North Carolina
Project Narrative
April 8, 2015
This project was previously permitted, W00024602, for approximately six buildings
within a master planned office park. A portion of the system was built and a partial
certification was filed.
At this time, building 2 is being constructed to add over 115,000 sf to the park, and the
sewer is being extended to the final development lot.
At full build -out, it is anticipated that this development will include four buildings.
However, there are no immediate plans to develop buildings 3 or 4.
Pagel
610 EAST MOREHEAD STREET, SUITE 106 • CHARLOTJF, NC 28202 p) 704.749,1432 F )704,749.1433

TRANSMITTAL
ORSBORN ENGINEERING GROUP
610 EAST MOREHEAD STREET, SUITE 106 Project: 14006
Olympic Corporate Center Building 2
CHARLOTTE, NORTH CAROLINA 28202
PHONE [phone]
FAX [phone]
To: Fast Track Permitting
NCDENR
610 E. Center Ave.
Charlotte, NC 28115
y
Date: 04.08.2015 1
Sent Via: FedEx
Date Description
For Approval
0 F• or Your Use
[] A• s Requested
Applications
Fee $480
O For Review and Comment
Q Approved as Submitted
9Approved as Noted
Call if you need anything else,
Copied To:
E1V ED/NCDENFI/DWR
P R 9 Z' 15
WOROS
MOORESVILLEREGION'AL OFFICE
El Returned for Corrections
LI Returned After Review
Resubmit for Approval

Central Files: APS — SVVP
4/20/2015
Permit Number WQ0024602 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active Major modification
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRu1e
Permitted Flow
18,480
Facility
Version Permit Classification
1.10 Individual
Permit Contact Affiliation
Facility Name •
Olympic Corporate Center Building III
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Olympic Corporate Center 11, LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Steve Craig
Manager
801 E Trade St
Charlotte
NC 28202
Orig Issue
11/19/2004
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/9/2015 4/20/2015 4/20/2015
Regulated Activities Requested /Received Events
Commercial or industrial, other
Wastewater collection
Outfall
Additional information requested 4/14/15
Additional information received 4/15/15
Waterbody Name Streamlndex Number Current Class Subbasin

OLYNIP:6C CORPORATE -CENTER 1 ::LLC -
4200,SANDY. PORTER RD
CHARLOTTE; IVC 28273
•15.3/SAU._
, .86

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Environments@ Quality
May 10, 201.7
Mr. Kenneth Gill
Olympic Corporate Center 11, LLC
4200 Sandy Porter Road
Charlotte, NC 28273
SUBJECT: Final Engineering Certification Acknowledgement.
Project: Olympic Corporate Center Building 2
Permit No. WQ0024602 Modification
Permittee: Olympic Corporate Center II,. LLC
County: Mecklenburg
Dear Mr. Gill:
OY COOPER
%rev ernotr
MICHAEL S. REGAN
Sec:reiarl=
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 May 9, 2017.
Enclosed is a certification page for your records. A full review of the certification materials may
or may not be conducted. It is assumed 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 noncompliance.
Please be reminded that the Permittee is responsible for keeping a copy of the 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 PNOC.F
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.orglweb/wq/swp/ps/es/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone],.
Barry Love
Environmental Speci
cc: Jeffery C. Orsbom, P.E., (Orsbom Engineering Group, 610 E. Morehead Street, Suite 106,
Charlotte, NC 28202)
Central. Files
MRO
Nothing Compares`"_,.
State of North Carolina i Environmental Quality I Water Resources {Wateity Regional Operations
Mooresville Regional Office J 610 East Center Avenue, Suite 301 I Moore ville, North Carolina 28115
704-663-1699

°
`
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERKdQTEE: Olympic Corporate Center U, LL[
PERyN[[#: VVQ00I4602 MODIFICATION
PROJECT: Olympic Corporate Center Building
ISSUE DATE: May 3'2BI7
This project shall not beconsidered complete nor allowed tmoperate |naccordance with Condition 7of
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 to the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary tothe 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 :c1iwos. The Permittee is responsible for tracking all partial certifications up
until afinal certification is received. AFinal Certification shall be complete set o/record drawings and
design calculations regardless mfwhether partials have been submitted,
PEnmnTEE~5CEnnF|CATmx
Lthe undersigned agent for the Pennhtee,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 rti o therepf,
��� ^~ L /��^����+
� ���
Printed Name, Title
Signature Date
ENGINEER'S CERTIFICATION
|, C'- ' as a duly registered Professional E rinthe State of North Carolina,
havKng be authorized to observe (�� periodically, | | weekly,�l 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 pe/mit� 15A N[AC 02T; the
Division ofWater Resources' (Dlvisipn)Gravity Sewer Minimum Design Criteria adopted March 4, 1996
as applicable; the Division's Minimum Design [rite/la for the Fast -Track Permitting ofPump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North [anm||na Professional Engineer's Sea] w/ |goatune&date-
Final | ] Partial (include description
Certification Com a|UOero(attach|fnecessary):
NC DWR—m$ter Quality Regional Operations Section 510East Center Avenue, Suite 301,MooresviUe, NI[28lI5