WQ0030290_Regional Office Historical File Pre 2018 (2)

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 23, 2006
Mr. Rob Duckworth, President
Huntersville Crossing Real Estate, LLC
PO Box 3756
Mooresville, NC 28117 '
Subject: Permit No. WQ0030290
Huntersville
Hunterville Crossing Real Estate, LLC
Wastewater Collection System Extension
C-MU TRACKING #600-06-525
Mecklenburg County, North Carolina
Dear Mr. Duckworth:
In accordance with your application received on April 27, 2006, we are forwarding herewith
Permit No. WQ0030290, dated May 23, 2006, to Huntersville Crossing Real Estate, 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 2H .0227 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 2H .0200; 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.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncmwaterquaiily.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
N Carolina
Vtura!!y

Fir
Mr. Duckworth
Page 2
May 23, 2006
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 Huntersville Crossing Real Estate, LLC for the construction and operation of approximately
558 linear feet of 8-inch gravity sewer as part of the Huntersville project, and the discharge of 4,092
gallons per day of collected domestic wastewater into the Charlotte Mecklenburg Utilities existing
sewerage system, pursuant to the application received April 27, 2006, and in conformity with 15A '
NCAC 2H .0200; 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 WVVTP (McDowell Creek NPDES No. NC0036277) prior to being discharged into
the receiving stream.
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 Dee Browder at (704)
663-1699.
. Sincerely,
for Alan W. Klimek, P.E.
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Mooresville Regional Office, Surface Water Protection (WVVTP Permit No. NC0036277)
Brian Upton, The Issacs Group
Surface Water Protection Central Files
Marie Doklovic, PERCS

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 2H .0200; 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 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
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 (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 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 2H .0220, 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 2H .0200; 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

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 spilt 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 23rd day of May, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klime , P.E., Director
Division of Water Quality
• By Authority of the Environmental Management Commission
Permit Number WQ0030290
3

Fast Track Engineering Certification
Permit No. WQ0030290
May 23, 2006
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, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (0 periodically, ❑ weekly, ❑ full time) the construction of Huntersville, 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 2H .0200; 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.

PAGE 3
K. APPL'ICA'TION for GRAVITY SEWERS, PUMP STATIONS, ANI FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
la, Huntersviile Crossing Real Estate, L.L.C.
Full Legal Name (company, municipality, HOA, utility, etc.)
Rob Duckworth, Presiden
al Name and Title (Please revie
Application Number:
(to be completed byQ)
A NCAC 2H .0206(b) for authorized signing officials!
The legal entity who will own this system is:
O individual 0 Federal 0 Municipality 0 State/County 0 Private Partnership X Corporation 00ther (specify):
1 d. P.O. Box 3756
Mailing Address
NC
Stat
1h. 704-895-9688
Telephone Facsimile
2. Project (Facility) Information:
2a. Huntersvilie
Brief Project Name (permit wilt refer to this name)
Contact Person:
Patrick Watkins, Project Manager
le_ Mooresville
City
28117
Zip Code
E-mail
2b. Mecklenburg
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questio
b, 704-527-3440 x 121
Phone Number
About this Application
3cawatkinsaacsgr}a.com
E-mail
of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is 0 Public (skip to Item B(3)) X Private (go to item 2(a))
If private, applicant will be:
2b, If sold facilities owned by a (must choose one)
• Retaining Ownership (i.e, store, church, single office, etc.) or 0 Public Utility (Instruction ill)
X Leasing units (lots, townhomes, etc, - skip to Item B(3))
O Selling units (lots, townhomes, etc. go to Item B(2b))
Charlotte-Mecklenbur Utilities
0 Homeowner Assoc./Developer (Instruction IV)
Owner of Wastewater Treatment Facility (VVVVTF) Treating Wastewater From This Project
McDowell Creek Wastewater Treatment Plant 4b. NC00036277
Name of WWTF WWTF Permit No.
Char -Mack. Utilities Receiving Sewer Size X Force Main 5c,Gravity 100 05 503
Owner of Downstream Sewer Permit Number of Down
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
X Restaurant
X Office
X Car Wash
O institution
O Hospital
O Church
O Nursing Home
0 Other (specify)',
100 % Domestic/Commercial
% Industrial
% Other (specify):.
Volume of wastewater to be allocated for this particular project: 4,tb92 gallons per day
*Do not include previously permitted allocations
If the permitted flow is zero, indicate why:
O Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No,
O Rehabilitation or replacement of existing sewer with no new flow expected
ETA 02/03 - Rev. 3 04/05

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
34,100 sq. ftn x 120 gpd/10 0 4,092 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8 558
ENTER TOTAL LINE LENGTH IN MILES 0.1056
Gravity or Force Main
(use the pull down menu)
Gravity
I. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator wJATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
12. 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 2H .0200 as applicable?
X Yes El No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 40'1 Certification? El Yes © No X N/A
X Yes ©No D N/A
X Yes D No ❑ N/A
Sedimentation and Erosion Control Plan?
Stormwater?
14. Does this project involve aerial lines or siphons? Check if yes: ©'
These Nines will be considered high Priority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? X
Be aware that the Division will not accept installed lines more than 1 O% Flatter than the minimum slope, Lines Installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
PTA 02/03 - Rev. 3 04/05

rilli
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) QJ indicate the following
'°j A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AN,
0 A Stream Classification is not needed because the design does not depend on wet well storage as a power relabiU
option for any pump station near a Class C down slope waterbody.
CIS APPLICATION for GRAVITY SL ERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
Z
0
Location iD on Map
(self chosen - as shown on Name of Waterbody Stream
map for cross-reference) Waterbody County River tlasin ; Index
ubmit the 8.5°' x 11" COLOR topographic map as required in Instruction VI
regardless of whether a cfassifcation is provided!
Applicant's Certification:
1, Rob Duckworth, attest that this application for Huntersville Crossing has been reviewed by me and is accurate and
complete to the best of my knowledge. i understand that if all required parts of this application are not completed and
that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete. Note: in accordance with North Carolina General Statutes 143-215.6A and 143-215.68,
any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of
a 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 Signature Date
Professional Engineer's Certification;
l attest that this application for 8W sewer extension to Huntersville Crossing has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation
to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, 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 143-215.68, 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.
Brian T. Upton
Professional Engineer Name
2b. The Isaacs Group
Engineering Firm
2c, 8720 Red Oak Blvd., Suite 420
Mailing Address
2d. Charlotte 2e. NC 2
City State
2g. 704-527-3440 2h. 704-5278335 2i. bupton
Telephone Facsimile E-mail
28217
Zip
grp.com
Seat, Sign
FTA 02/03 - Rev. 3 04/05

Permit Number WQ0030290
Central Files: APS SWP
05/23/06
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
dee.browder
Permitted Flow
4092
Facility
Permit Classification
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Huntersville Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name
Huntersville Crossing Real Estate LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Rob
PO Box 3756
Mooresville
Duckworth, President
NC 28117
Orig Issue
App Received Draft Initiated
04/27/06
Regulated Activities
Car Wash Facility Operation
Commercial or industrial, other
Restaurant
Wastewater collection
Outfatl NULL
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Re uested Received Events
Additional information requested
Additional information received
Waterpody Name Stream Index Number Current Class Subbasin

04425/2006 10: 44 7043932319
CMU N5
ritt 13..1
April 25, 2006
Mr, Patrick D. Watkins
The Isaacs Group
8720 Red Oak Boulevard
Slut° 420
Charlotte, NC 28217
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
HUNTERSVILLE CROSSING
TAX PARCEL* 009.111-11 , 09, 07
C-MU TRACKING 1$ 600-06-525
Dear Mr. Watkins:
In response to your reouest, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through an area of SSO concern
by the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities agrees to
accept the gravity sewage flow of 4,092 gpd (34,100 sq ft x 120 gpd /1000 ) from this project for
transmission to the McDowell Creek Wastewater Treatment Plant; NPDES permit number NC00036277,
for treatrnent. This acceptance of flow is based on the existing capacity of the designated publicly owned
treatments works: which is contingent upon final acceptance and issuance of a discharge permit from the
appropriate local. State, or Federal Agency, whichever might have control.
Upon completion and acceptance of all necessary water mains, 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 January 2000,
(WMSP # 00-00251 & PWS ID # 0160010), on file with the Public Water Supply Section of NCDENR.
However. C-MU cannot guarantee a constant pressure or quality of flow. This agreement is also
contingent upon approval by the Division of Environment, Health, and Natural Resources,
Charlotte -Mecklenburg Utilities does not expect any of the above conditions to preclude water or sewer
service to the subject site However, the applicant should understand that due to the involvement of other
agencies and continuing growth of the water and sewer system, the ability to provide service for future
prcjects cannot be guaranteed nor reserved. Connection to the C-MU system is accepted on a first come,
first served basis.
If you have any questions, please contaet 7
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
•
'1'p son
Customer Service Division, New ServicesServtces Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New SeMces Setai 5100 erookshire
Chatete, NC 28216
Ph: 704/399-2221
Fax: [phone]

fopbZone - The Web's Topographic Map
Page 1 of 1
0 0.3 0.6 0.9 1.2 1.5 km
0.2 0.4 0.6 1 mi
Map center is UTM 17 514267E 3922028N (WGS84/NAD83)
Cornelius quadrangle
Projection is UTM Zone 17 NA©83 Datum
http://www.topozone.com/print.asp?z--17&n=3922027.96325249&e=514267.273036695&... 3/29/2006

LTSAACSo
CIVIL ENGINEERING DESIGN & LAND SURVEYING
8720 RED OAK BOULEVARD, STE 420 U
CHARLOTTE, N.C. 28217
PHONE [phone] FAX [phone]
TO NCDENR
Mooresville Regional Office
610 E. Center Ave., Suite 301
Mooresville, NC 28115
WE ARE SENDING YOU ❑ Attached
❑ Shop drawings El Prints
❑ Copy of letter ❑ Disk
COPIES
DATE.
4/26/2006
4/26/2006
4/25/2006
4/26/2006
THESE ARE TRANSMIT'
❑ For approval
❑ For your use
[11 As requested
Ell For review and comment
REMARKS
C;)PY TO
NO.
LETTER OF TRANSMITTAL
DATE: 4/2/2006
JOB NUMBER: 01232
ATTENTION: Dee Browder
RE: Huntersville Crossing
❑ Under Separate cover via
❑ Plans
LI Applications
the following items:
❑ Specifications
$400.00 application fee
Fast track applications
acceptance letters
Copy of color USGS map
Flow
ED as checked below:
El Approved and submitted
❑ Approved as noted
❑ Returned for corrections
DESCRIPTION
Resubmit
❑ Submit
LI Retum
copies for approval
copies for distribution
corrected prints
file SIGNED
AND NEE
APR 2 7

Page 1 o11
Elaine F Marsha
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For questions or comments
North Carolina
DEPARTMENT OF THE
ECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626.0622 [phone]
Date: 5/23/2006
Click here to:
View Document Filings l
Print apre-populated Annual Report Form I Annual Report Count I Fil
an Annual Report l
Corporation Names
Name
NC Huntersville Crossing
Real Estate, LLC
Name Type
Legal
sited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0759295
Current -Active
12/30/2004
Domestic
NC
Perpetual
Agent Name: Duckworth, Rob
Registered Office Address: 16543 Rudyard Lane
Huntersville NC 28078
Registered Mailing 16543 Rudyard Lane
Address: Huntersville NC 28078
Principal Office Address:
Principal Mailing Address:
bout the North Carolina
16543 Rudyard Lane
Huntersville NC 28078
16543 Rudyard Lane
Huntersville NC 28078
of State's web site, please send e-mail to Webmaster
http://www.secrctar staic.nc.us/Cori orations/, rp.aspx"?Miter lid=7314449 /23/2006

FLOW TRACKING FORM
DIVISION OF WATER QUALITY
PERCS UNIT
TO FROM ❑ Mike Mickey- Winston-Salem Regional Office
® Dee Browder- Mooresville Regional Office
❑ Hughie White - Fayetteville Regional Office
❑ Samir Dumpor - Washington Regional Office
❑ Barry Herzberg - Raleigh Regional Office
❑ Dean Hunkele - Wilmington Regional Office
❑ Roy Davis - Asheville Regional Office
TO FROM
Marie Doklovic
919-733-5083 x 371
919-733-0059 (FAX)
[e-mail]
Date: 7/3/06
Application Number: WQ0030275 County: Mecklenburg
Applicant: CMU
Project Name: Country Club Lane
Project Type: Fast -Track ❑ Pressure Sewer ® Name Change ❑ Change of Ownership ❑
Pump Station/Force Main
Gravity Sewer
❑ Vacuum Sewer
Flow Type: DOM ® COM ❑ IND ❑
Receiving Facility: McDowell Creek Receiving Facility Permit: NC0036277
Flow Volume (GPD): 190 Engineer: WK Dickson
SOC Project?
SEPA Project
Pretreatment Program? .1 YES ❑ NO Other Issues:
❑ YES ® NO
LI YES NO
FONSI Issued? ❑ YES ® NO
WWTP Approval:
Disp. Method (Spray, Drip, etc.) Approval:
Comments:
Regional Office Signature: Dee Browder
❑ YES ❑ NO
❑ YES ❑ NO ❑N/A
Date: 7/3/06
PLEASE RESPOND WITHIN FIVE DAYS OF RECEIPT