WQ0033579_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
November 13, 2008
Mr. David Jacobs
Atrium Development Associates, Inc.
115 Atrium Way
Suite 204
Columbia, SC 29223
Subject: Permit No. WQ0033579
Gateway Academy At Reames Road
Tax Parcel #025-113-02
C-MU Tracking # 600-08-612
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Jacobs:
In accordance with your complete application received on November 5, 2008, we are forwarding
herewith Permit No. WQ0033579, dated November 13, 2008, to Atrium Development Associates, Inc.
for the construction and operation of the subject wastewater collection system extension. This permit
shall be effective from the date of issuance until rescinded, and shall be subject to the conditions and
limitations as specified therein. This cover letter shall be considered a part of this permit and is
therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3, which 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.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) 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. 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.
©V/L 1 N0o�Carolina
NCDENR Naturally
Mooresville Regional Office Division of Water Quality Phone [phone] Customer Service
Internet: www.ncwaterqualitv.org 610 East Center Ave, Suite 301 Mooresville, NC 28115 . Fax [phone]
An Equal OpportunitylAtirmative Action Employer — 50% Recycledll0% Post Consumer Paper

rP
Mr. David Jacobs
Page 2
November 13, 2008
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 for the construction and operation of approximately 276.9 linear feet of 8-inch gravity sewer
and 220.04 linear feet of 6 inch gravity sewer and the discharge of 5,650 gallons per day of collected
domestic wastewater into the Charlotte Mecklenburg Utilities existing sewerage system 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.
The sewage and wastewater collected by this system shall be treated in the McAlpine Creek
WWTP (NPDES No. NC0024970) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system is the complete
responsibility of Charlotte Mecklenburg Utilities. Charlotte Mecklenburg Utilities must utilize whatever
tracking tools necessary for planning additions of sewer flow in order to maintain compliance with the
WQCS00001 permit requirements.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Mr. Michael Parker at
[phone].
Electronic copies:
Cc:
Sincerely,
for Coleen H. Sullins
Meredith Moore, Mecklenburg County Development of Water Quality
Barbara Gross, CMU
Philip Edwards, Mecklenburg County
Jim Donahoe, Stewart Engineering
Mooresville Regional Office, Collection System Permit File
Surface Water Protection Central Files
PERCS

I
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. 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 Quality's
(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 unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. 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 any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. 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.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. 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.
7. A copy of the construction drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
8. 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.
9. 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.
10. 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 NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee 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
2

I
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible, but 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 Part I of Form CS-SSO (or the most current Division approved form), within five days
following first knowledge of the occurrence. This report shall outline the actions taken or
proposed 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.
Permit issued this the 13th day of November, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033579
3

I
Permit No. WQ0033579
November 13, 2008
OwnerIWQCS
David Jacobs
Atrium Development Associates, Inc.
115 Atrium Way, Suite 204
Columbia, SC 29223
PE
Bryan Metzler, P.E.
Turnbull Sigmon Design
1001 Morehead Square Dr., Ste 530
Charlotte, NC 28203
WQCSIWWTP
Barbara Gross
CMU
5100 Brookshire Blvd.
Charlotte, NC 28216
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater
collection system extension
• 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.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and
all required supporting documentation have been received by the Division. Therefore, it is highly
recommended that this certification be sent in a manner that provides proof of receipt by the
Division.
ENGINEER'S CERTIFICATION
D Partial ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ['weekly, ❑ full time) the construction of Gateway
Academy At Reames Road, a Mecklenburg County 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 2T; the
Division of Water Quality's (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
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
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.
4

STATE OF NORTH CAROLINA
COUNTY OF Mecklenburg
P errni t No. 7� C% 3 5-j7
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-2'15.1 (d1) and entered into this 31st day of
October 2008' , by and between the. North Carolina. Environmental Management Commission, anff
agency of the State of North Carolina, hereinafter known as the COMMISSION; and kirl urvl 9Rue(fiPj1/1.2lr ,
a corporation/general partnership'registered/licensed to do business in the State ofNorth Carolina, hereinafter f 5fcC,
known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg County, upon which it is
erecting and will erect dwelling units. and other improvements, said .development to be known
as Gateway Academy At Reames Road. (hereinafter the Development).
2. The DEVELOPER desires, to construct a.wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The.DEVELOPER has applied to the COMMISSION for the issuance of a.:permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal 'System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing -of a Declaration of Unit Ownership '(hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the Gateway Academy At Reames Road (hereinafter
Association),, a non-profit corporation organized and existing under and bythevirtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with:law and permit.provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
I . The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicablepermit provisions and law.
2. The.DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order -to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The. DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER's successor.
FORM: DEV 02/03 Page 1 of 2

4. The DEVELOPER:shall providerin'the Declaratibn.arid Association Bylaws that theDisposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and -the provisions of the permit for construction, operation, repair, 'and.
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
5. The DEVELOPER shall•provide in the Declaration and Association Bylaws that the Disposal System will
be nxaintainedout of the common expenses..In order to assure that there shall.be fiends readily available to
repair, maintain or: construct the. Disposal System, beyond the routine operation and maintenance
expenses, the. Declaration and. Association Bylaws, shall. provide that. a. fund be created out of the common
expenses. Such fund shall be separate:from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event. the common expense allocation and separate fund are not.adequate for the construction,
repair, and maintenance ofthe Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall beano limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time:
7. If a wastewater collection system and wastewater•treatment and/or disposal•facility provided by any city,
town, village, county, water and sewer authorities., or other unit of government'shalI hereinafter become
available to serve the .Developtilent, the DEVELOPER shall take such action as is -necessary to cause the
existing and future wastewater of the Development. to be accepted and •discharged .into said governmental
system, and. shall convey or transfer -as -much of the Disposal System and such necessary easements as the
governmental unit may require as.condition of accepting:the:Development's wastewater.
8. Recognizing that it would be contrary to:thepublic interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made.adequate provision forthe
continued proper maintenance, repair and operation, of its Disposal System, the. DEVELOPER shall
provide in -the Association Bylaws -that the Association shall not enter into voluntary dissolution without
first 'having transferred its said system and facilities to some person, corporation or other entity acceptable
to. and approved by the COMMISSION by the issuance ofa permit.
9. The agreements set forth in numbered paragraphs 1, 2, 3,4, 5, 6, 7, and 8 above shall be conditions of any
per-mitissued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed.at the Register of Deeds in the County(ies) where the .Declaration is
tiled and in the offices:of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as_ indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
, P.E., Director
/ Division of Water Quality
e / -,il
`///34e"
(Date)
Nam of DT VE
.By:
(Signature)
ovij Jaeo4 s
Print Name and:Title
1o/ i / g2
(Date)
A/Le/Lit 05Svc fuc.
Alt
Thanes) (vP'
FORM: DEV 02/03 Page 2 of 2

H
la,
1b,
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Perirrttee:
Full Lai Name (company, municipality, 1 IOA, unity, etc.)
C C:
Application Number:
(to be completed by ©WQ
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing official&)
The legal entity who will own this system is:
El Individual 0 Federal © Municipality © State/County D Private Partnerships© Corporation [] Other (specify)).
LL Malting Addre s City
Z 1f. CAC.°
Z l I_
d 1 h, "i 36 -( �/12
QTelephone
t.7 2. Project (Facility) Information:
J 2a. Gateway Academy At Reames Road
dBrief Project. Name (permit will refer to this name)
Q 3. Contact Person:
< 3a, Bryan Metzler, P.E. - Turnbull Sigmon Design
Name and Affiliation of Someone Who Can Answer Questions About this Application
Z
0
0
LL
Z
3b. 704-529
Phone Number
1.
Project is ® New
Facsimile
of an existing permi
1g.
Zip Code
E-ma
2h. Mecklenburg_
County Where Project is Located
3c. bmetzlercgturnbullsigmc tl.com
E-mail
edification, Permit No,:
2. Owner is Ej Public (skip to item B(3)) Private (go to Berri 2(a))
2a, If private, applicant will be:
Retaining Ownership (i.e, store, church, single office, etc.) or
D Leasing units (lots, townhornes, etc, - skip to Item B(3))
[] Selling units (lots, townhornes, etc. - go to Item B(2b))
2b, if sold, facilities owned by a (must choose one)
Public Utility (Instruction C)
Homeowner Assoc.lDeveloper (Instruction D)
3. Charlotte -Mecklenburg Utilities
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Proje
4a, Mc4tpine Creek
Name of WWTF
5a, Charlotte -Mecklenburg 5b. 8"
Utilities Receiving Sewer Size
Owner of Downstream Sewer
6. The origin of this wastewater is (check all that apply):
0 Residential Subdivision
Apartments/Condominiums
© Mobile Home Park
School
0 Restaurant
E] Office
4b. NC0024970
WWTF Permit No,
® Gravity
Force Main 5c. 090-95-8:
Permit # of Downstream Sewer (Instruction E
0 Retail (Stores, shopping centers)
Qa Institution
• Hospital
Church
E) Nursing Home
• Other (specify): Daycare_,
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify),
7, Volume of wastewater to be allocated or permitted for this particular project: 65t) gailons per day
`Do not include future flows or previously permitted allocations
3. If the permitted flow is zero, indicate why:
Pump Station, Outfaii or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
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)
F`1'1 12.,'07

9. Provide thewastewater 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 (t).
226 Person Daycare x-25 gpd/person = 5,650 gpd
10. Summary of Sewer Llnesto be Permitted (attach additional sheets if necessary)
New Gravity or Additional i
Size (inches) Length (feet)
Force Main
g 276.9 LF Gravity
6 220.04 LF Gravity
W '11.. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
7 Pump Station Location ID (self chosen - as shown on plans/map.for reference)
Design Flow 1Operational Point; Power Reliability Option
z (MGD) GPM @TDH 1 -permanentgeneratorwlATS; ! Force Main Size Force. Main Length
O 2 - portable generator WAITS I
z _
Q 'Pump Station' Location ID _ (self chosen - as shown on planslmap for reference)
M Design Flow
Ce (MGD)
0
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator MATS;, Force Main Size Force Main Length
2 - portable generator wIMTS
Pump Station Location ID (selfchosen- as shown on planslmap for reference)
d Design Flow Power Reliability Option j
(MGD) :Operational Point 1 _permanent generatorwlATS;Force Main Size Force Main Length
GPM @TDH 2 - portable generatorwlATS
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 2nd treatment facility NC0024945, NC0024937
IRO — 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 Fast Track Permitting of Pump Stations and Force
Mains (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
FTA 12/07

14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? (] Yes 0 No ® N/A
Sedimentation and Erosion Control Plan? F Yes El No 0 NIA
Stormwater? L Yes El No Q N/A
15, Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)1involve aerial lines, siphons, o
rnanhoies)? These lines will bo considered high priority and must be checked once every six months
Check if Yes: © and provide details
Owner/Perris
n: (Signature of Signing Official and Project Name)
t that this application for Gateway Academy At Reames Road _ has been reviewed by
me and is accurateand complete to the best of my knowledge. f understand that if all required parts of this application
are not completed and that if all required supporting documentation and attachments ere not included, this application
package is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-
215k6A and 143-215.68, any person who knowingly makes any false statement, representation, or certification in any
fpptication shall be guilty f a Class 2 misdemeanor, which may include a fine not to exceed $W, 0t00 as well as civil
allies up o $25,000 pe violati n,
Date
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
Z
2, Professional Engineer's Certtftcatton: (Signature of Design Engineer and Project Name)
I, _8ryan Metzler F,E, , attest that this application for Gate wa Aced err At Reerrr s Road has beery
reviewed by me and is accurate„ complete and consistent with the inforrnafion in ilia engineerring 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 / have reviewed this material and have judged it to be consistent with the
proposed design, Note: In accordance with NC General Statutes 14-215.6A and 143-215.68, any person who
snakes any false statement, representation, or certification in any application shall be guilty of a Class 2 mi
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. ldryen i
Professional
er,
Name
2b, Turnbull Sigmon Design
Engineering Firm
2c, 1001 Morehead Square Dr, Suite 5
Mailing Address
2d. Charlotte
City
..w.._
2g, 704-529-6500
Telephone
2h, 704-522-0882
Facsirnile
2e. NC
State
bmetzfe
E-mail
2f. 282
Zip
Iturnbull,
on corn
NC PE Seal, Signature & Date

TURNBULL • SIGfl'v1t N DESIGN
TO: Mrs. Dee Browder
NCDENR
610 E. Center Avenue
Mooresville, NC 2811.5
TEL: [phone]
DATE: November 4, 2008
REFERENCE:
TRANS
08-004 Gateway Academy
At Reames Road
COURIER
❑ MAIL
TTED VIA:
OVERNIGHT
❑ BY HAND
ACTION:
�FFOR APPROVAL
FOR YOUR USE
❑ AS REQUESTED
❑ FOR REVIEW AND COMMENT
❑ APPROVED AS SUBMITTED
❑ APPROVED AS NOTED
❑ RETURNED FOR CORRECTIONS
CC:
Eric Lalone, TSD
File
Land
Deualopment
Design Services
WE ARE SENDING:
ATTACHED
❑ UNDER SEPARATE COVER
ITEM ' DATE
DESCRIPTION
1 11/4/08
$480.00 Check to NCDENR.
2 10/31/08
3 10/31/08
NCDENR Fast Track Application
Developer's Operational Agreemen
07/10/08
09/03/08
Water and Sanitary Sewer Flow Acceptance
Color Map of Site
COMMENTS:
Dee,
Attached is the NCDENR Fast Track Application for the Gateway
Academy At Reames Road and the required forms, Please let us know if
you have any questions.
1001 Morehead Square [rice Phone, 04-529-6500
Sudie J30 Fax: [phone]
Charlottes, NC 28203 [arndru is Jan.ccrm
DIAU-Su P ion
TRANSMITTAL

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UT[LITiES
July 10, 2008
Mr. Brian Crafford
TurnbulrSigmon Design
1001 Morehead Square Drive
Suite.530
Charlotte, NC 28203
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
GATEWAY ACADEMY — REAMES ROAD
TAX PARCEL# 025-113-02
C-MC TRACKING #600-08-612
In response to your request, a flow acceptance study of the subject site has been completed .and the
following has been determined: -
Charlotte -Mecklenburg .Utilities agrees to accept the gravity sewage flow of 5.650 gallons per day (226
person daycare facility x25 gpdiperson) from this project for:transmission to the. McAlpine Creek
Wastewater Treatrnent;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
basin map and flaw tracking form.
Charlotte -Mecklenburg Utilities 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, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010), on file with the
'Public. Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure ar quality of flow..
Due to the involvement of other agencies and continuing growth:of'ttie water and seVver system, the
ability to provide service for future projects cannot be guaranteed nor reserved. Connection to the
Charlotte -Mecklenburg Utilities system is accepted on a first comer fi*$erved basis,
The applicant should .understand that'this letter is not authorization to construct:private water ar 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 (I) 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 haveanyquestions, you may contact me at [phone].
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG. UTILITIES
Customer Service Diuislon • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399:2221
Fax: [phone]

A•
G.
Charlotte MeckfecbcirgUtilites
' WVTP`Service Areas .with Basins:

c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
•£Total flow for this specific request.
g. Total actual and obligatedflows to the facility
h. Percent of permitted flow used
of WArz„5, State of North Carolina
�O QG Department of Environment and Natural Resources
7 Division of Water Quality
Flow Tracking/Acceptance for.. Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Turnbull. 8 igmon Design
Project Name furwhich flow is being 'requested: Gateway Academy Reames Road
More than one FTSE4.0/07 maybe regulred for a -single project if the owner of the WWTF is not responsible for all
pump stations along the route of the proposed wastewater. flow.
I. Complete this section only ifyoii,are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine. Creek, Trwin Creek, Sugar Creek WNTP
b. WWTP Facility Permit#: NC002.4.970, NC0024945,NC002493.7
All flows are in MGD
99.0
14.11
66..8
0.00565'
80,. 9.7
81. 8.%
II. Complete this section foreach 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
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
7.80 3.20
Long Creek
Paw Creek 7.70
4.70
III C 'fication Statement:
I, Q(r y , j Itga_rew, certify that, to the best of my knowledge, the addition of the
volume Of wastewater to be permitted ni 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; This analysis has been performed' in accordance with local
established policies and proceduies using the best available data. This certification applies to thoseitems
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
-
acceptane of this wa to ater flow.
Signing .4 c Signature Date

UNITED STATES
DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY
80 . 2' 30„
Derita; NC'; ScaGe: 1" = d3. 2t 1i 6 1tv1t 2,069Ft, 1 2;551"

''4„

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
8. The names, titles, and usual business addresses of the current managers of the limited liability company are:
(use attachment if necessary)
Nance
Dsvicl. H. Jacchs
Business Address
9. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation. The Certificate of Existence must he
less than six months old. A photocopy of the certification cannot be accepted.
10. If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the
resolution of its managers adopting the fictitious name is attached.
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
This the 20day of May , 2004
Atrium Development Associates, LLC
Nay • of +'roiled Lability Company
ignature of Manager
David H. acobs
Notes:
I. Filing fee is $250. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION
(Revised January 2002)
Type or Print Name
P. O. BOX 29622 RALEIGH, NC 27626-0622
(Form L-09)

North Carolina Secretary of State Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OFTHE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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Corporation Names
Name Name Type
NC Atrium Development Legal
Associates, LLC
Limited Liability Company Information
SOSI D:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0726895
Current -Active
5/21/2004
Foreign
SC
Perpetual
Agent Name: Peeples, Dawn
Registered Office Address: 14325 Ballantyne Meadows Parkway
Charlotte NC 28277
Registered Mailing 14325 Ballantyne Meadows Parkway
Address: Charlotte NC 28277
Principal Office Address: 115 Atrium Way, Suite 204
Columbia SC 29223
Principal Mailing Address: No Address
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=6473299 11/6/2008

Central Files: APS_ SWP_
11/13/08
Permit Number WQ0033579 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer
michael.parker
Permitted Flow
5650
Facility
Facility Name
Gateway Academy at Reames Road
Location Address
Owner
Permit Contact Affiliation
MajorlMinor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Atrium Development Associates Inc Non -Government
Owner Affiliation
David Jacobs
Dates/Events
Orig Issue
11/13/08
App Received
11/05/08
Draft Initiated
Scheduled
Issuance
115 Atrium Way
Columbia
Public Notice Issue
11/13/08
Regulated Activities Requested/Received Events
Additional information requested
Additional information received
Child care facility
Wastewater collection
Outfall NULL
SC 29223
Effective Expiration
11/13/08
Waterbody Name Stream Index Number Current Class Subbasin