WQ0032112_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
October 3, 2007
Mr. Peter Ryan McQueenie, President
Highland Investment Group, LLC
12455 Copper Mountain Blvd.
Charlotte, NC 28277
Subject: Permit No. WQ0032112 Modification
Sharon Road Properties
Wastewater Collection System Extension
C-MU TRACKING #600-07-654
Mecklenburg County, North Carolina
Dear Mr. McQueenie,
In accordance with your application received on October 1, 2007, we are forwarding herewith
Permit No. WQ0032112, dated October 3, 2007, to Highland Investment Group, 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 fetter 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.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycledl10% Post Consumer Paper
NNaoy` Carolina
turally

Mr. McQueenie
Page 2
October 3, 2007
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 297 linear feet of 8-inch gravity sewer and
the discharge of 950 gallons per day of collected domestic wastewater into the Charlotte Mecklenburg
Utilities existing sewerage system, pursuant to the application received October 1, 2007, 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 Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
The sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utilities WWTP (McAlpine Creek NPDES No. NC0024970) 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 Coleen H. Sullins
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Collection System Permit File
Glenn Walker, PE
Surface Water Protection Central Files
Tom Asenzo, 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 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 (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 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 Tine 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 spill report by
completing. Part 1 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 3rd day of October, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, DiFector.—
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032112 Modification
3

Fast Track Engineering Certification
Permit No. WQ0032112 Modification
October 3, 2007
Owner/WQCS PE
Peter Ryan McQueenie,President Glen Walker
Highland Investment Group,.LLC 323 25th Ave NW
12455 Copper Mountain Blvd Hickory, NC 28601
Charlotte, NC 28277
WQCSNVV TP
Steven Miller
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.
ENGINEERS CERTIFICATION
❑ 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 Sharon Road Properties, 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.

PPIFCK
APP
ATION for GRAVITY SEWERS, PU
P STATIONS, AND Ia `ORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner
Full Le±aal Name
pany,
Application Number
(to be completed by DW
0 lb.
igning Official Name and Title (Please review 1SA NCAC 2H .0206(b) for authorized signing officials!)
0
Z
lc. The legal entity who will own this system is:
[ individual © Federal Municipality 0 StateJCounty Of rivate Partner
1d. lG:p.. t !I(, V ,),1
ng Address
h Car
State
Telephone
2. Project (Faci/ia
2a.
nef P
3. Contact
3a.
3b.
Na
Facsimile
nfortrrati©n
(permit will refer to This name)
lion of Someone
PAGE 3
Corporation 0 Other (specify):
Zip ode
E-mom
2b. ff.U4112,
County Where Project is Located
o Can Answer Questions About
this Application
Phone Number
E-mail
1. Project is QNew 'Modification (of an existing permit) If Modification, Permit No.: w 00 3
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. 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 is already been included in the originalpermit.
2. Owner is ❑ Public (skip to Item B(3)) j l rivate (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities fawned by a (mus
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units pots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
Treating Was
ng Sewer Size ©Fo
ewater is (check all that apply):
�esidential Subdivision
ApartmentslCondominiums
Mobile Home Park
❑ School
El Restaurant
❑ Office
7. Volume of wastewater to
*Do not Include previously permitted alto
❑
❑
017,1ablic Utility (instruction III)
L Homeowner Assoc./Developer (Instruction IV)
ater From This Proj
4b.
Car Wash
Institution
Hospital
Church
Nursing Horne
Other (specify):
lar proj
WWTF Permit No.
Permit Number of Downstream Sewer (if known
ons per day
If the permitted flow is zero, indicate why:
Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit. No.
El Rehabilitation or replacement of existing sewer with no new flow expected
` Domestic/Commercial
% Industrial
% Other (specify):
ry
a bt
FTA 02/03 Rev. 3 04/05

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, ANI) FORCE MAINS
PAGE 4
B. PERMIT INFORMATION (CONTINUED)
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) 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).
.5r a G Losr7-0 atp; i-i60c.18Jitc. LEA-Tutkg--1 7`f a1
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (ffeejet)
Gravity or Force Main
(use the pull down menu)
0 �
..
ENTER TOTAL LINE LENGTH IN MILES
f1Q�R6 IMILES
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
Design Flow
(MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w1ATS; 3-
portable generator iv/telemetry; 4-wet well storag )
i\I br
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mans (latest version), the Gravity Sewer Minimum Design Criteria (latest version). and 15A NCAC 2H .0200 as applicable?
Yes 0 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
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings .- General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
/A
0 Yes ■ No
El<es ■ No • N/A
Yes • No ■ N/A
14. Does this project involve aerial lines or siphons?
TheseJines_w IL be_conside[edhiah.priodtv_andsnustbe checked
15. Does this project have gravity sewer lines designed
Be aware that the Division will not accept installed lines more
corrected prior to submitting the final engineering certification..
Check if yes: ■
ance_eyenr_sixmonths
at minimum slopes? ■
than 10% flatter than the minimum slope. lines installed outside this tolerance should be
FTA 02/03 - Rev. 3 04/05

TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
k, , attest that this application for € R�I � S r r has been reviewed by me and is
accurate and complete to the best of my knowledge. 1 understand that if all required pads of this application am not
completed and that hall required supporting documentation and attachments are not included, this application package
is subject to being returned as incomplete. Note: In accordance wrfh North Carofma General Statutes 143-215.6A and
143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application
shall be guilty ofa Class 2 misdemeanor which may include a fare not to exceed $10,000 as well as civil penalties up to
$25,
1 a.
Signin. Official Signature _ .. __ _ __
2. Professional Engineers •
Cification:
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
nry). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) OR indicate the following: -
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any dawn slope
Qerbody; AND -
ta A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
rt.- option for any pump station near a Class C down slope waterbody.
CO Location 1D on Map Waterbody Stream Waterbody
Q (self chosen - as shown on - Name of-
map for cross-reference) Waterbody County River Basin Index Classification
�•
CO
k attest that this application for6 1� has been reviewed by me and is accurate, complete
•
and consistent with the information in the engineefng plans, calculations, and all other supporting documentation to the
1- best of my knowledge.. I further attest that ha the best of my knowledge the proposed design has been prepared in
Q accordance will; the applicable regulations Gravity SewertMmimum Design Criteria for Gravity Sewers adopted February
Ca 12 1996, and the Minimum Design Cn7eria for the Fast -Track Permitting of Pump Steffens and Force Mains adopted June
LL 1, 2000 and the watershed dassifrcaffon in accordance with Division guidance. Although certain portions of this submittal
F,,, package may have been developed by other professionals, inclusion of these materials under my signature and seal
M signifies that l have reviewed this material and have judged it to be consistent with the proposed design. Note: In
1W accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes arty false statement
0 representation, or ceriifrcation in any application shalt be guilty of a Class 2 misdemeanor which may include a fine not to
L7 - exceed $10,000 as wall as civil penalties up to $25,000 per violation. - - -
- ��rri�rrryr�r
2a. CL � 1t 1 Vt 1! �. ;.��,�GARQ
Professional 1gin Name ---(2:
} - - -- - - -- •0��551 '• "y•
'+
2b. V Dc�r1=!!!'fi 1�. • C. 1. 1.
Engineering Firm
2c. 3Z3 .-2s - +/r ..... vJ
Meiling Address 2d. L46 /L.e.�_ - 2e. 13 �2f. 2%D I -
City - 1 State Tap
2g- sit: 311 4'$ C2h. -3Z) .- 2i. erg 1024 a Qm6ar l .c•..•.
Telephone Facsimile -maU Seal, Signatu m & Date
�EN.E:P`,��.
#1lilsririrlt%-
FTA 02/03 - Rev. 3 04/05

CWA•RLOflCNIEC64LENI3URG
UTILITIES
September 17, 2007
stir. t IiSgo Pinedrs
South Star Company
at7 E Font Street
Statesville, NC 2,8677
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
SHARON ROAD PROPERTIES
TAX PARCEL# 299.286-17, -22, -21, 209-501-01, 41
C-MU TRACKING# 600-07-654 - REVISED
In response to your request, a flew acceptance study of the subject site ba.s been complpteet grad the
following. has been determined:
Charlotte -Mecklenburg L+tiGitie agrees tc, tacc:ept the gravity .sewage flow of 950 gallons per clay (3
residential lots x 190 gpd/tot) frorn this project for transmission to the McAlprne Creek Wastewater
Treatment Plant; NPDES permit number fC0024970, for treatment. This acceptance of flow is based on
the existing capacity of the designated publicly owned treatments work
Ch4arfratte LI ckienburg Utilities agrees to furnish water to the subject project . The water quality to the
subiect project is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Manarerrsent Plan, dated October 2005, (WSMP 4 05-01702 & PWS ID ft0160010), on file with the
Public Water •Supply Section of NCDENR However, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure or duality of floww.
Charlotte -Mecklenburg utilities Coes not expect any of the above conditions tea I tOCIude water or sewer
service to the subject sire.. However, the applicant should understand that rare a ttrt irrwcolvemerat of other
agencies s orKt continuing growth of the water and sewer systern, the ability to provide service for future
projects cannot be guaranteed nor reserved, Connection to the Charlotte-hleckienburg Utilities system is
aar.c;epted on a first come, first ;served basis, if tIn: yp rdprrar!'e taultacar4ation to construct permits are not
obtained and construction has not started within doe (I) y or or rsse emrn e of Elias 17eawv arreptjnce, this ttog«v
rtr Lance approval shalt be rescinded and a now fldw ac,r'c, ade, If you have
any questions, you may contact me at (704) .391-5129.
Sincerely,
1
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE MECK' Rg p-j-11 flE w�r.crrt
CuSlomer° Service Div sie}ra e w° Sewino Sr e tlrar 51 yl! Sr€ sai skrire f outev
NC 2a216
4/399-2221
Fax: 7'a 4/393-2219

From:
Sent:
To;.
Subject:
Attachments:
Please see a
500-07-654.pdf
(107 KB)
cbecl:
Gross, Barbara
Monday, September 17, 2007 11:37 AM
'southstarcon@gmail .corn'
Revised Flow Acceptance Letter - Sharon Road Properties
600-07-654. pdf
Barbara Gross
Engineering Assistant
New Services Section
Charlotte -Mecklenburg Utilities
704-391-5129 (0), 704-393-2219 (F)
edback - dick here to fill ou

Permit Number WQ0032112
Central Files: APS SWP
10/02/D7
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review Major modification
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer B Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
950
Facility
Facility Name
Sharon Road Properties
Location Address
Owner
Owner Name
Peter
Dates/Events
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Type
Individual
Ryan McQueenie - Owner Affiliation
Peter McQueenie, President
12455 Copper Mtn Blvd
Charlotte NC 28277
Orig Issue App Received Draft Initiated
08/31/07 10/02/07
Regulated Activities
Subdivision
Wastewater collection
Outfall NULL
Scheduled
Issuance
Public Notice Issue Effective Expiration
10/03/07 10/03/07
Requested/Received Events
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin