WQ0036848_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder
Governor Director
November 21, 2013
Sean Seifert, Systems Operations and Project Manager
US National Whitewater Center
5000 Whitewater Center Parkway
Charlotte, NC 28214
Subject: Permit No. WQ0036848
USNWC Utility Extension
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Seifert:
John E. Skvarla, III
Secretary
In accordance with your application received on November 20, 2013, we are forwarding herewith to
Permit No. WQQ0036848, dated November 21, 2013, to the US National Whitewater Center for the
construction and operation of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations
as specified therein. This cover letter 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 per
Condition kl.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 US National Whitewater Center to ensure that the as -constructed project
meets the appropriate design criteria and rules, Failure to comply may result in penalties in accordance
with North Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional
Engineer to the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150E of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
Mooresville Regional Office
Location: 610 East Venter Ave,, Suite 301 M a r r belle, NO 28115.
Pine: [phone] t Fax: i704'y663-6040 Customer Service 1-677-623 €748
Internet. www.ncywaterquatlitV.ar�c
An Equal Opporlunify i Atprma6ve Action Employer
One
NorthCa Mina
,2Vatiirall j

US National Whitewater Center
WCi36'848
• if you need additional information concerning this matter, please cantact Sujatha Nagulapally at (7( 4)
235-1699 or via e-mail at [e-mail].
for Thomas A. Reeder
Division of Water Resources
by Michael Parker
Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Cc: Mooresville Regional Office
Sarah Stewart, P.E., Dogwood Engineering (e-copy)
Water Resources Central Files
PERCS {e-copy)

AVA
AgerDENR
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
US National Whitewater Center
Mecklenburg County
for the construction and operation of approximately 470 linear feet of 8-inch gravity sewer to serve the
USNWC Utility Extension project and the discharge of 32,500 gallons per day of collected
domestic/commercial wastewater into the McAlpine Creek Wastewater Treatment Facility existing
sewerage system, pursuant to the application received November 20, 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.
errnit issued this 215t day of November, 2013.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036848

SUPPLEMENT TO PERMIT COVER SHEET
US National Whitewater Center is hereby authorized to:
Construct and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected bythis system shall hetreated inthe McAlpine Creek Wastewater
Treatment Facility (NCO024970) 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 NCAC3lE the Division's Gravity Sewer Minimum Design Criteria adopted February 12' I996 as
applicable, and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, Z000asapplicable, unless specifically mentioned hureiu. 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 toensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
�
1. SPECIAL CONDITIONS
L 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 toproperly allocate the subject wastewater flww.
I No flow in excess of the quantity permitted herein, 32,500 5PD' shall be made tributary to the subject sewer
system until an application for permit modification for an increase in Ouvv has been submitted to and
approved by the Division of Water Resources,
11. STANDARD CONDITIONS
l. This permit isnot transferable. |nthe event there isadesire 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 cunstrwcued in accordance
with ,he conditions of this permit; 15A NQ\C 2T/ the Division's Gravity Sewer Minimum Design Criteria
adopted February ll1936msapplicable; the Division's Minimum Design Criteria for the Fast -Track verm#tt|n5
of Pump Stations and Force Mains adopted June I, 2000 as applicable; and other supporting materials unless
specificaily 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 (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.

5 Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional Office,
telephone number 704 663 -1699, 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 spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone] Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part 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 the gravity sewers, pump stations, and force mainsshall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
7, Per 15A NCAC 2T,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 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 tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be clear an 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; 15A NCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.
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 1SA NCAC 2B .0200, erosion and
sedimentation control requirements in 15A 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: US National Whitewater Center Permit No, WQ0036848
Project: USNWC Utility Extension
Issue Date: 11/21/2013
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 rnarked 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 dearly identified on the record drawings or n written summary form, Permit
modifications are required for any changes resultingin non-com liance 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
Partia Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (11 periodically, El weekly, ri 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.
DWR Us Ord):
hrom this projecris lrihuiar\ to:

z
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
US National Whitewater Center
Full Legal Name (company, municipality, HOA, utility, etc
1b. Sean Seifert, Systems Operations and Project Manager
Application Number:
(to be completed by DWR
Signing Official Name and Title (Please review 15A NCAC 2T ,
06() for authorized signing officials)
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
Id. 5000 Whitewater Center Parkway
Mailing Address
if, North Carolina
State
1 h. 704-391 39©© ext 2€12
Telephone
2. Project (Facility) Information:
2a, USNWC Utility Extension
Brief Project Name (permit wifl refer tc this name
3. Contact Person:
3a. Sarah Stewart, PE, Dogwood Ermineering. PLLC
Facsimile
1e. Charlotte
City
1g. 28214
Zip Code
sseifert©usn
E-mail
2b, Mecklenburg
County Where Project isLocated
Name and Affiliation of Someone Who Can Answer Questions Abou
3b. 704-574-0419 _
Phone Number
Project is
2. Owner is ❑ Public (skip to Item B(3))
odifi
this Application
3c. sarah a�3d woodengineerin .com
E-mail
n existung permit) If Modification, Permit No.:
Private (go to Item 2(a))
2a. If private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc
Leasing units (lots, townhomes, etc. - skip to Item 8(3))
0 Selling units (lots, townhomes, etc, - go to Item B(2b))
Charlotte -Mecklenburg Utilities _ w.
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
2b. If scgtd,. facilities owned by a (must choose one)
or D Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
4a. Charlotte -Mecklenburg Utilities
Name of WWTF�
5a. US National Whitewater 5b. 8"
Center ;Receiving Sewer Size
Owner of Downstream Sewer
S. The origin of this wastewater is (check all that apply).
❑ Residential Subdivision
❑ Apartments/Condominiums
0 Mobile Home Park
0 School
Restaurant
❑ Office
4b.
► Gravity
Force Main 5c
WWTF Permit No,
Permit # of Downstream Sewer (Instruction F)
❑ Retail (Stores, shopping centers
❑ Institution
0 Hospital
❑ Church
0 Nursing Home
Other (specify):
100% Domestic/Commercial
o Industrial
(Attach Description)
% Other
(Attach Description)
Volume of wastewater to be allocated or permitted for this particular project: 32,500 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
Fi A 08-13 APPLICATION Page 3 of

Provide the wastewater flow calculations usedin 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).
Day camp pavilion is a park with restroom facility= 250 gallons per fixture per day * 10 fixtures = 2500 GPD
Future restaurant = 40 gallons per seat " 750 seats = 30,000 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
Length (feet)
470LF
New Gravity or Additional
Force Main
Gravity
z
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
z
0 Pump Station Location ID:
Longitude:
z
(self chosen - as shown on plans/map for reference)
Latitude:
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator wIMTS
Pump Station Locatron ID: (self chosen - as shown on planslrnap for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator % WATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
El Yes ® No If Yes, permit number of 2nd treatment facility :
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13, Does the sewer system comply with the Minimum Design Criteria for the Permien of Pura Stetsons and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
j 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
:A 08-13 APPLICATION
Page 4of6

14. Have the following permits/certifications been submitted far approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? D Yes d No ® N/A
Sedimentation and Erosion Control Plan? © Yes D No ® N/A
Trout Buffer Waiver? Yes Q No NI N/A
Stormwater? [1] Yes El No NIA
15. Does this project 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: El and provide details:
Owner/Permittee's Certification; (Signature of Signing Official and Project Name)
1, Sean Seifert attest that this application for USNWC Utility Extension
_ 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 1j3-21568 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 Ivll penalties uo mop per violation,
Signing Official Signature
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY;
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
0
2, Professional Engineer's Certification; (Signature of Design Engineer and Project Name)
1, Sarah Stewart ,attest that this application for USNWC Utility Extension
_ 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. 1 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 143-215,6A and 143 2215,,6B,, 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
2a. Sarah Stewart, PE
Professional Engineer Name
2b, Dogwood Engineering, PLLC
Engineering Firm
2c, 1209 Oak Crest Trail
Mailing Address
2d. Belmont
City
2g, 704-574-0419 2h.
Telephone
Facsimile
2i.
NC 2f. 28012
State Zip
sarah©dogwoodengineering.c
nrn
CAi
NC PE Seal, Signature & Date
LTA 08-13 APPLICATION
Page 5 of6

PP'PPP- •
4(c
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION (ORIGINAL AND COPY) SHALL BE
SUBMITTED TO THE APPROPRIATE REGIONAL OFFCE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, C land,
Gaston, lredell, Lincoln Mecklenburg, owan,
Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Allegheny, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
FTA 08-13 APPLICATION Page 6 of 6

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
November 19, 2013
Ms. Sarah Stewart
Dogwood Engineering
1209 Oak Crest Trail
Belmont„ NC 28012
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
US NATIONAL WHITEWATER CENTER — EXPANSION
TAX PARCEL# 053-101-99
C-MU TRACKING# 600-13-640
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utility Department agrees to accept the gravity sewage flow of 32,500 gallons per
day (Day Camp Pavilion with 10 plumbing fixtures x 250 gpdffixture; Restaurant with 750 seats x 40
gpd/seeat) from this project for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES
permit number NC0024970, for treatment. This acceptance of flow is based on the existing capacity of the
designated publicly owned treatments works. Please see attached FTSE form,
Charlotte -Mecklenburg Utility Department agrees to furnish water to the subject project. The water quality
to the subject project is regulated by the State Drinking Water Act Amendments of 1986, and The Water
Supply Management Plan, PWS ID # 0160010, on file with the Public Water Supply Section of NCDENR.
However, Charlotte -Mecklenburg Utility Department cannot guarantee a constant pressure or quality of
flow,
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
Charlotte -Mecklenburg Utility Department 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 focal or State permits are required prior to construction. If the appropriate
authorization to construct emit ark* not obtained and construction has raa t started withi
rranc eal"thi ffr wv acco t rr fever arr a meat orarr service conntectinrf(s) has not been received
in (1), vear of the issoaa°roe of'tbfs how act f ace teC pr; thiaftow acceptance approval shall be
cinded and a ne r 1pav ecca atart e st0dv must be made. If you have any questions„ you may contact
at (704) 432-580'.
Sincerely,
Barbara Gross
Engineering Assistant
CHARLOTTE-MEC
Engineering Iisira;
wwurr.crn tr►rnesacom
700 No Tryon treet
Charlotte, NC 28202
Ph: 704/432-5801
Fax: 704f432-5804

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
v Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Prc!ject Applicant Name: Dogwood Engineering
Project Name for which flow is being requested:
More than one 1 "7SE may he required 16. pr°ojeel i r e tasvr
stations along the route of"the proposed wastewater jlovii,
7' is ru respunsthkJo
I. Complete this section only if yo
a. WWTP Facility Name:
h. WWTP Facility Permit
c. WWTP facility's permitted flow
the owner cif the wastewater treatment plant.
sine
NNC0024937e NC0024970
All flows are in MGD
9.00
d. Estimated obligated flow not yet tributary to the WWTP 10.43
e, WWTP facility's actual avg, flow
f. Total tiow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
66.53
0,003
76,963
7 '.74%
bl. Complete this sectitn fir each pump station you are responsible for along the route oftlais
proposed wastewater flow.
list pump stations located between the project connection point and the WWTP:
(A) (11) (C) (D)=(!tit (. ,i={A.-))
Design Obligated,
Average Daily Approx, Not Yet Total Current
Flow** Current Avg. Tributary Flow Plus
(Firm / pl). Daily Flow, Daily Flow, Obligated Available
MGi) MOD MGD Flow Capacity***
Pump
Station 1' 0rm
(Name or Capacity
Number) MOD
Gr l .... l 1 40() 4,560 __ 0.003. 4,4130 0.0$0
659 C?.(lt)3 5.6 -0.30
* 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 firth capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** A Planning Assessment Addendum shall he attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is 0.
Page 1 of 6
1y.1..SE t?l

II1.. Certification Statement:
„` certify to the best of my knowledge that the addition of
of wastewater to be permitted in this project has been evaluated along the route to the
ceiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II.
plus all attached planning assessment addendums for which 1 am the responsible party..
Signature of this form indicates acceptance of this wastewater flow.
,ign ng C1 Pic ta1 gnature Date
'Page 2 of 6

FTSE PLANNINGASS'SS 111F1ST ADDENDU'r %(PAA)
Submit a planning assessment addendum for each pump station listed in Section l l where Available
Capacity is < 0.
Puttap Station (Name or Number):
Given that:
a. The proportion and amount cif Obligated, Not Yet Tributary Daily Flow (C) accounts for
,066, 0,057 % and 0.003 MGD of the .Available Capacity (E) in Pump Station
Long Creek 8t .Paw Creek �O1_ and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approx ately
0.003 MGI.) per year and that
c. A funded Capital .Project that Nwill. provide the required planned capacity, namely
Long Creek E,Q Basin and Paw Creek. is in design or under construction with
Forcemain Replacement
planned completion. in f,_.t' ; and/or
d. The following applies:
CM:UD's Capital fmprovetnent Plan has allocated funds for improvements to the Pare Creek
forcemain and a 5million gallon P basin at Lon. Creek Pump Station.
Long Creek and Paw Creek urnp stations operate as a system using SCADA data to
de ermine the rate of flow delivered from the upstream pump station, Long Creek, to Paw m
Creek the downstream facility. Lora Creek aurn statism has 'the abty to transfer flows
tea flow equalization tanks during peak flow events rand ilaen raaete out flot to paw creek as
flow conditions allow. In addition, the basins for both stations are large and result in a daily
peaking factor of 2.06 at. Paw Creek Pump Station, which allows the stations to operate
safely at flows greater than 40% of the firm pump a,
Ther
Given reasonably expected conditions and planning information. there 'is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over -allocating capacity in
the system infrastructure.
ec
I understand that this does not relieve the collection. system owner from ctatnplying with G.S.
143-215.670) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Page 3 of 6
FIST

USGS Topographic Map Information
US National Whitewater Center, 5000 Whitater Center arkwa . Ci ari tte, NC
Sewer Extension
here,

Street Level Map
US National Whitewater Center, 5000 White sa es° Center Parkway, Charlotte, NC
ire
Sewer Extension
here.

North Carolina Secretary of State
Page 1 of 1
North Carolina
01 Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
s PO Sox 29622 Raleigh, NO 27626--0622 [phone]
Account Login Register
Date: 11/21/2013
Click here to:
View Document Filings
PC, PLLC, LP and Non -Profit entities are not required to file annual reports.
Corporation Names
Name Name Type
NC U.S. NATIONAL WHITEWATER LEGAL
CENTER, INC.
NC CHARLOTTE WHITEWATER PREY LEGAL
PARK, INC.
Non -Profit Corporation Information
SOS I D: 0588080
Status: Current -Active
Effective Date: 4/17/2001
Citizenship: DOMESTIC
State of Inc.: NC
Duration: PERPETUAL
Registered Agent
Agent Name:
Office Address:
Mailing Address:
Principal Office
RABON, CHARLES H., JR.
1616 CLEVELAND AVENUE
CHARLOTTE NC 28203
501 EAST MOREHEAD STREET
SUITE 5
CHARLOTTE NC 28202
Office Address:
501 EAST MOREHEAD STREET
SUITE 5
CHARLOTTE NC 28202
Mailing Address: NO ADDRESS
Officers
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1997
http://www.secretary.state. nc. us/corporations/Corp.aspx?Pitemld=5327781 11/21/2013

DOGW
ENGINEER
To:
NCDENR Mooresville Regiona
610 E. Center Avenue
Suite 301
Mooresville, NC 28115
Enclosed are:
1 Cover Letter.._.�.�.. ._. (Original and Cop
1 Application (Original and Copy)
2 USGS Topo Map Exhibit
2 Street View Map Exhibit
1 ; Check for fee
e transmitted as checked below
or Approval
For' Your Use
Please let mr
Letter of Transmittal
Date; IAA 1 ) u , p ! 3
Re:
st-Track Gravity Sewer Application for US
National Whitewater Center
As Requested
For Review and
..
Comment
know if you need anything else or have any questions.
i0.
Thank you,
Sarah Stewart, PE
Principal
cc: Sean Seifert, USN
Michael Williams,
Liquid Design

DOG ODD
ENG NEtRINC
October 10, 2013
NCDENR Mooresville Regional Office
610 E. Center Avenue
Suite 301
Mooresville, NC 28115
Re: Fast -Track. Application for Gravity Sewer Cover Letter
Dear Sir or Madam,
The enclosed application is for a sewer line extension at the US National Whitewater Center facility in
Charlotte, North Carolina. The proposed design includes approximately 470 linear feet of 8" gravity
sewer line to serve a day camp pavilion and future restaurant. The day camp pavilion will be
constructed now, the restaurant will be constructed in the future but the line is designed to carry
wastewater flow from both proposed facilities.
Wastewater will be treated by Charlotte -Mecklenburg Utilities. Please do not hesitate to contact me if
you have any questions.
Sincerely,
Sarah Stewart, PE

Central Files: APS SWP
11/21/13
Permit Number WQ0036848
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sujatha.nagulapally
Coastal SW Rule
Permitted Flow
32500
Facility
Facility Name
USNWC Utility Extension
Location Address
Owner
Status
Active
Project Type
New Project
Version • Permit Classification
1.00 Individual
Permit Contact Affiliation
MajorlMinor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
US National Whitewater Center
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Sean Seifert
5000 Whitewater Center Pkwy
Charlotte NC 28214
Orig Issue App Received
11/21/13 11/20/13
Regulated Activities
Draft Initiated
Scheduled
Issuance
Restaurant
Wastewater collection
Outfall NULL
Public Notice Issue Effective
11/21/13 11/21/13
Requested/Received Events
Expiration
Additional information requested
Additional information received
Waterbody Name
Stream Index Number Current Class
Subbasin