WQ0035223_Regional Office Historical File Pre 2018

Ncrt
Beverly Eaves Perdue
Governor
NCDENR
Carolina Department cf Environment and Natural R
Mr, John Rudolph, Manager
Mecklenburg Land Development, LLC
1401 Central Boulevard, Suite 200-D
Charlotte, NC 2205
Division of Water Quality
Coleen Sullins
Director
February 8, 2011
sources
Dee Freeman
Secretary
Subject: Permit No, WQ0035223
Capstone Commons
Wastewater Collection System Extension
C-MU TRACKING No. 600-10-630
Mecklenburg County, North Carolina
Dear Mr. Rudolph,
In accordance with your complete application received on February 4, 2611, we are forwarding
herewith Permit No. WQ6935223, dated February 8, 2011, to Mecklenburg Land Development„ LLC 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be effective from the date of issuance until rescinded, and shall be subject to the conditions and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 Perrnittee.
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
Perrnittee'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, andfor referral of the North Carolina -licensed Professional Engineer to the licensing board,
Mooresville Reglona4 ©duce
bosomLion: 610 East Center Avenue, Suite 301, {vtooresivwCle, NC 28115
Phone: (704) 663-,1699 1 Fax: [phone] ustorner Service: 1-877-623-6748
Internet:: http:Ii'portal.ncdenr_orghveblwq
An Equal Opportunity 1 Affirmative Action Ernployer -- 50% Recycletit"1 O% Post Consumer paper
Nne
orthCaralma
VaiiiraI/j

In accordance with the provisions of Article 21 of Chapter 143, General Statutes of Nc h
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted for the construction and operation of approximately 248 linear feet of 6-inch gravity sewer and
the discharge of 4,446 gallons per day of additional collected domestic wastewater into the Charlotte
Mecklenburg Utilities existing sewerage system, pursuant to the complete application received
February 4, 2011, 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.
The sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utilities McAlpine Creek V'V'V'v`TP (NPDES No. NC0024970) prior to being discharged into
the receiving stream.
If any parts, requirements, or limitations contained in ttii s permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request withir 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 add
663-1699,
na
ration concerning this matter, please contact Mlchae& Parker at (704)
Sincerely,
for Coleen H. Sullins
Electronic copies Erin Hall, Mecklenburg County Water Quality
Barbara Gross,,, CMU
Philip Edwards, Mecklenburg County
Michael Newman, P.E., MDV Engineering, PLLC
Cc: Mooresville Regional Office, Collection System Permit File
Surface Water Protection Central Files

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 [imitations:
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 2E...0200 or the surface water standards in 15A NCAC 28 .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 (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-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 28 .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

4. 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.
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 record 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
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.
2

Prr
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] cr
[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 11 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 8th day of February, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-o-'Z K2 -
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035223

Fast Track Engineering Certification
Permit No. WQ0035223
February 3, 2011
Own erJWQCS
John Rudolph, Manager
Mecklenburg Land Development, LLC
1401 Central Blvd., Suite 200-D
Charlotte, NC 28205
PE
Michael Newman
MDV Engineering, PLLC
215 Hampton Street
Rock Hill, NC 29730
WQCSIWNTP
Barbara Gross •
Charlotte Mecklenburg Utiiities
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
, as a duly registered Professional Engineer in the State of North Carolina; having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Capstone Commons, 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.

0
LL
zz
ecklenburg__ Development, LLC
Full Legal Name (company, municipality, HOA, utafity, etc)
John Rudolph, Msna er ._
r nin Official Name and Title(Please
Plea2T.
Signing � a'sa revrevv 1fSA NCAC 2T
authorized signing aff€cialsl
lc. The legal entity who will own this system is:
Individual [] Federal Municipality 0 State/County 0 Private Partnership Corporafion El Other (specify)a,
1401 Central Blvd . Suite 200-D
Mailing Address
NC
State
1h, 7rr. _3 0
Telephone
2. Project (Facility) Wnfbtrnra Pt ft
2a. Capstone Commons _ ._ ....
Brief Project Name (permit will refer to this name)
3. antact Person:
td,
• 3a. Michael Newman MDV En inee)
Name and Affiliation of Someone
Facsimile
rAnswer
e
3b, 704-400- l04 t
Phone Number
1. Project is N New Modification (of an existing permit
2. Owner is E Public (skip to Item 6(3))
2a, If private, applicant wall be:
1 e, Chariott
City
l g, 28205 .vww...w
Zip Code
tj. rugolf(wro
E-mail
2b, Mecklenburg
County Where
!TAP!: the presject
Lions About this Application
3c. mnewrlla
E-mail
co
Permit No
El Private (go to Item 2())
2b. If sold, facilities
El Retaining Ownership (Le, store, church, single office, etc
El Leasing units (lots, townhomes, etc, skip to item B(3))
[.] Selling units (lots, townhomes, etc, - go to /tern B(2b))
4a. McAtpune
Name o
rurg Utilities
ter Treatment Facility (ka
iuttar Creek WWTF
5a. CMU 5b, i2°' Gravi
Owner of Downstream Sewer Receiving Seaver Size "1.,) Force Main
LL.
6 The origin of this wastewater is (check all t
z
uctioi
ic/Commerciat
% Industrial (attach
descr iption)
(RO contact your Reg onaI Office
Pretreatment staff)
% Other (specify):
gallons per day
0 Residential Subdivision
[� ApartmentsJCondominiums
LI Mobile Horne Park
Ej School
[] Restaurant
[F Office
aptly):
DIVISION OF V:
po not
;usa o
[] Public Utility (Instruction C)
El Homeowner Assoc,/Developer (Instruction D)
r From This Project
4b. NC0024979 002494
WWTF Permit No, ..
Permit 4 of
Retail (Stores, shopping centers)
Institution
E. Hospital
[l Church
[] Nursing Horne
El Other ('specifyy .,_.
7, Volume of wastewater to be allocated gr aerniitie for this particular project: 4
*Do not include future flows or previously permitted aftacatlons
5. If the permitted flow es zero, indicate why
0 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,
E] Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T ,0303 to determine if a
permit is required)
7

tem B(7). Values other than that in 15A NCACT 2.0114 (b) and (c) must be supported with actual water or wastewater use
.data in 'accordance with 15A NCAC 2T .0114 (f).
34,200 ft2 retail X 130 gpd/1,000 ft2 = 4,446 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Length (feet) New Gravity or Additional
6
Force Main
® 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
M Pump Station Location ID (self chosen - as shown on plans/map for reference)
fr—Operational Point O
Design Flow pPower Reliability Option
;
Z (MGD) GPM @TDH , 1 - permanent generator w/ATS; , Force Main Size Force Main Length
0 2 - portable generatorwlMTS
-.... _ i _ _
2
;
z
0
H Pump Station Location ID _ (self chosen - as shown an plans/map for reference)
*atDesign ~Flow �__.___..�..._.__..._' _. Power Reliability Option- ___.._..-_._..__ 1
(MGD) + Operational Point{ 1 - permanent generatorw!ATS; Force Main Size a Force Main Length
o GPM @TDH 2 - portable generator w/MTS 1
LE.
Z
cPump Station Location ID (self chosen - as shown on plans/map for reference)
ILI
Design Flow Power Reliability Option
(MGD) k Operational
@TDH Point 1 - permanent generator w/ATS; Force Main Size ! Force Main Length
rei 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?
0 Yes 1: No If Yes, permit number of 2nd treatment facility
'(RO — if "yes' to 8,12 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 Deslgrr 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

p4 - Cull[ [C[[[Ql[u[ 1 d[ [u C[ u71u11 VVI !UV! r Mil r [ Ca Lj ['Iv L,.J VW"
•
Stormwater?
DI Yes El No ®NJA
Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
'Check if Yes: ❑ and provide details
f/?
z
0
0
LL
1!—
W
C)
V
11 Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1 a.
!, John Rudolph , attest that this application for Capstone Commons
has been reviewed by me and is accurate and complete to the best of my knowledge. ! understand that if all required
parts of this application am not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: in accordance. with North Carolina
General Statutes 143 215 6A and 143-215.68, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil penalties up to $25, 000 per violation.
Signing Official Signet re 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
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Michael Newman , attest that this application for ' Capstone Commons 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 t 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 143-215.68, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Michael Newman
Professional Engineer Name
2b. MDV Engineering, PLLC
Engineering Firm
2c. 215 Hampton St.
Mailing Address
2d. Rock Hill
City
pg. 704-400-1044 2h. 803-328-5858 21. [e-mail]
2e. SC 2f.
29730 J 1
State Zip
Telephone Facsimile E-mail
NC PE Seal, Signature & Date
FTAI2/07

r
Capstone Commons
Charlotte, North Carolina
Project Narrative
The site is located at the intersection of US Highway 521 (Johnston Road) and Old US
Highway 521 (Lancaster Highway) in Charlotte, NC. The proposed private gravity sewer
system will serve commercial development consisting of a 12,000 square foot (SF) Goodwill
Store and 22,200 SF of future retail development.

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
December 28, 2010
Mr. Michael Newman
MDV Engineering
215 Johnston Street
Rock Hill, SC 29730
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
CAPSTONE COMMONS
TAX PARCEL# 223-091-07, -25, -30
C-MU TRACKING# 600-10-627
M.
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 4,446 gallons per day (34,200
ft2 retail x 130 gpd11,000 ft2) 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 NCDENR
Flow 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 #016001.0), on file with the
Public Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utilities 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 Utilities system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. If the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance letter, and payment for service connection(s) has not been received
within (1) year of the issuance of this flow acceptance letter, this flow acceptance approval shall be
rescinded and a new flow acceptance study must be made. If you have any questions, you may contact
me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2791
Fax: [phone]

Department of Environment and Natural Resources
f Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Mnv Engineering
Project Name for which flow is being requested: capstone commons
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek WWTP
b. WWTP Facility Permit#/: NC0024970, NC0024945, NC0024937
All flows are in 1 /IGD
99.0
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
8.723
66.8
0.0044
78.731
79.5%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
Clem's Branch 1.058 0.309
III. Certification Statement:
I, 3a r r y P Q r , certify that, to the best of my knowledge, the addition of the
volume of wdstewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to,cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circnmctances. 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 Sectio s I and II for which'i am the responsible party. Signature of this form indicates
accepp ce of this ,1 water flow.
Z/22//d
Signing OP1ial Signature Date

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Geographic Coordinate System (WGS84)

North -Carolina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 2/7/2011
Click here to:
View Document Filings I Sign Up for E-Notifications I
JPre -populated Annual Report Fillable PDF Form I File an Annual Report 1
Corporation Names
Name Name Type
NC MECKLENBURG LAND LEGAL
DEVELOPMENT, LLC
Limited Liability Company Information
SOSID: 0355524
Status: Current -Active
Effective Date: 11 /4/1994
Dissolution Date:
Annual Report Due Date:
Citizenship: DOMESTIC
State of Inc.: NC
Duration: DEC 2015
Registered Agent
Agent Name:
Office Address:
RUDOLPH, JOHN C.
1401 CENTRAL AVE SUITE 200-D
CHARLOTTE NC 28205 '
Mailing Address: 1401 CENTRAL AVE SUITE 200-D
CHARLOTTE NC 28205
Principal Office
Office Address: 1401 CENTRAL AVE SUITE 200-D
CHARLOTTE NC 28205
Mailing Address: 1401 CENTRAL AVE SUITE 200-D
CHARLOTTE NC 28205
Officers
Title: MANAGER
Name: JOHN RUDOLPH
Business Address: 1928 RANDOLPH ROAD
CHARLOTTE NC 28207
Title: MEMBER
Name: CELESTE RUDOLPH
Business Address: 172 HUNTLEY PLACE
CHARLOTTE NC 28207
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
2815
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=4944451 2/7/2011

Letter o
Transmittal
Dee Browder
NCDENR-DwQ
610 E. Center Street
Mooresville, NC 281,15
Date
2/3/1 1
Capstone Commons
lob No.
2010.26
Development
NWC of Lancaster Hwy. & Johnston Rd.
Under
Attached
V t I-edI-x
© Via Mail
Copies
Via Niodein
0 Via Courier
© Hand Delivered
0 Via
These are trans! tritt .d
For your arse.
As requested
➢ For approval
Return for corrections
Fast Track Application
Copies of Utility Plan
8480.00 Check for Review Fee
kctm.arks
For rcv ew and mni
Approved as suhrniired
Approved as noted
l) her
Ara ry
OFFrcE
Enclosed are revised plans for your review and appr tl. Please let nee know if there is anything ciao that you.
need..
Thank you.
Co
Y FILE
Michael Newman
tt'erti.tcasures are not as noted, please no tif'y It tt r n e. Fl o response is rcceivert iti in 3() tittys'he transanittctt will he considered
approved
Michael Newman
MI)V fl ngineering
c/o AYER DESIGN GROUP
15 Johnston St
Rock Hill, South Carolina 2,972()
voice 7 )4.400I.1044
fax [phone]

Permit Number WQ0035223
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
michael. parker
Coastal SW Rule
Permitted Flow
4446
Facility
Facility Name
Capstone Commons
Location Address
Owner
Owner Name
Mecklenburg Land Development LLC
(Oates/Events
Orig issue
02/08/11
App Received Draft Initiated
02/04/11
Regulated Activities
Retail
Wastewater collection
Outfall NULL
Scheduled
Issuance
Central Files: APS_ SWP_
02/08/11
Permit Tracking Slip
Status
Active
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
John Rudolph
1401 Central Blvd
Charlotte
Public Notice Issue
02/08/11 02/08/11
Requested/Received Events
Additional information requested
Additional information received
NC 28205
Effective Expiration
Waterbody Name Stream Index Number Current Class Subbasin

Fast Track Engineering Certification
Permit No. WQ0035223
February 3, 2011
OwneriWQCS
John Rudolph, Manager
Mecklenburg Land Development, LLC
1401 Central Blvd., Suite 200-D
Charlotte, NC 28205
PE
Michael Newman
MDV Engineering, PLLC
215 Johnston Street
Rock Hill, NC 29730
WQCSAMNTP
Barbara Gross
Charlotte Mecklenburg Utilities
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 .
❑ Partial ® Final
I, Michael Newman, as a duly registered Professional Engineer in the State of North Carolina, having been authorized
to observe (® periodically, ❑ weakly, ['full limb) the construction of Capstone Commons, 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:
14ttIS li I1 /,r11
4141-,
a •o
: 028274
12-5-11
�''•;f E� D.l1L,
+»11111,,,,,,
SEND THiS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWJNG ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
810 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Pernittee 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.
▪ Adfi r
:car
DEC 1 6 2011
AND l Tsr� . t'M20%o % IS