WQ0023090_Regional Office Historical File Pre 2018

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
Coleen H. Sullins, Deputy Director
Division of Water Quality
September 22, 2003
Mr. George Maloomian, President
Cambridge Easttiield, LLC
1043 East Morehead Street, Suite 202
Charlotte, North Carolina 28204
Subject: Permit No. WQ0023090
Cambridge Eastfield, LLC
Eastfield at Prosperity Village
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Maloomian:
In accordance with your application received on September 19, 2003, we are forwarding
herewith Permit No. W00023090, dated September 22, 2003, to Cambridge Eastfield, 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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
919 N. Main Street, Mooresville, NC 28115
Internet http:lfi2o.enr.state.nc.us!
Telephone [phone] Fax [phone]
NCDENR
DENR Customer Service Center
Telephone [phone]

Mr. George Maloomian
Page 2
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 Cambridge Eastfield, LLC for the construction and operation of approximately 586 linear feet
of 8-inch gravity sewer to serve 3 retail units and a grocery store as part of the Eastfield at Prosperity
Village project, and the discharge of 12,168 gallons per day of collected domestic wastewater into
Charlotte Mecklenburg Utilities' Mallard Creek WWfP (NPDES No. NC0030210) existing sewerage
system, pursuant to the application received September 19, 2003 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.
This permit shall become voidable unless the agreement between Cambridge Eastfield, LLC
and Charlotte Mecklenburg Utilities for collection and final treatment of wastewater is in full force and
effect.
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 Sonja Williams at (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Mecklenburg County Health Department
Mecklenburg County Department of Environmental Protection
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0030210)
Kevin Caldwell, Geoscience Group
Water Quality Central Files
NDPU 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 limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with theconditions 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 prior to January 1, 2004 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 feast 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.

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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with 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 Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
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 report by telephone to 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.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the 22nd day of September, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, . _, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023090

Fast Track Engineering Certification
Permit No. WQ0023090
September 22, 2003
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (pian & 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 (❑ periodically, ❑ weekly, ❑ full time) the construction of the Eastfield at Prosperity
Village, 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
919 N. MAIN STREET
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 Pemiittee to appropriate
enforcement actions.

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
ppp
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. Owner: _
la. Cambridge Eastfield, LLC
Full L .al Name (company, municipality,HHOA, utility, etc.)
1 b. LYGIGt--1‘, _i ire e-S
Name and Title Please review 15A NCAC 2H .0206(b) for authorize signing o Ida's!)
O _ Signing Of�al { —..._ _
Application Number:
(to be completed by DWQ) v.)64.02309
0
Q 1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ® Corporation 0 Other (specify):
Ce 1 d. 1043 East Morehead St. Suite 202 11 e. Charlotte
O Street Address City
!L
Z I f. NC 1 g. 28204
Z State — - Zip Code
O 1 h. 704-333-2393 11. 704-333-2394 I j
F" Telephone Facsimile E-mail
O) 2. Project (Facility) Information: _
.
a. 2a. Eastfield at Prosperity Village 2b. Mecklenburg
G
d Brief Project Name (permit will refer to this name) County Where Project is Located
• 3. Contact Person: _ _.
▪ 3a. Scott Gregory-Geoscience Group Inc.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-525-2003 3c. [e-mail]
Phone Number E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line sizellength, etc.). Only include the modified information in thispermit 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)) ® Private (go to Item 2(a))
2a. If private, applicant will be: ; 2b. If sold, facilities owned by a (must choose one)
® Retaining Ownership (Le. store, church, single office, etc.) or ❑ Public Utility (instruction III)
Z ❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) 0 Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
1—
S. 3. Charlotte -Mecklenburg Utilities
2 Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
O '4a. Mallard Creek 4b. NC0030210
LL Name of WWTF I WWTF Permit No.
Z 5a. CMU '5b. 8" 5c.
1--
2 6. The origin of this wastewater is (check all that apply):
Owner of Downstream Sewer
Receiving Sewer Size
Permit Number of Downstream Sewer (if known)
W ❑ Residential Subdivision 0 Car Wash
a 0 Apartments/Condominiums 0 Institution 100 % Domestic/Commercial
0 Mobile Home Park ❑ Hospital %Industrial
m 0 School 0 Church
❑ Restaurant 0 Nursing Home % Other (specify):
❑ Office 0 Other (specify):12 ET AJ L-1 6P-coat
7. Volume of wastewater to be permitted in this project: 12.168 gallons per day
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 106/03

VPPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
de the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H.9(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space al Values aI ues other than
that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
41 l Geecer y
101,406 sf x 120 gpd/1,000 sf
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Gravity or Force Main
Length (feet)
Size (inches) (use the pull down menu)
8 586 LF Gravity
CI
W -
Z
H -
Z
0
ENTER TOTAL LINE LENGTH IN MILES 0.1116
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
le (self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
Q plans for cross-reference) (MGD) - GPM @ TDH portable generator w/telemetry; 4-wet well storage)
Z
B. PERMIT
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?
® 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
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? IS Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ® Yes ❑ No ❑ N/A
FTA 02/03 - Rev. 1 06/03

VAPPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
Ifdtbelow (attach additions! sheets
he Divisions guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
T-TRACK SEWER SYSTEMS)" to collect and record the stream c assi ca ion a a as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
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 down slope
waterbody; AND
® A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location 1D on Map
(self chosen - as shown on
map for cross-reference)
Name of
Waterbody
Waterbody Stream Waterbody
County _ River Basin Index Classification
Submit the 8.5" x 11" COLOR topographic map as required in Instruction Vl
regardless of whether a classification is provided!
en
z
0
V
1.
la.
Applicant's Certification:
1, SIGNING OFFICIAL NAME, attest that this application for PROJECT NAME
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or,
certif ation in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
asas civil penalti to $25, 000 per violation.
q. lB 03
�H�
Signing Offiid:I Signature
2. Professional Engineer's Certification: ,
I attest that this application for30-� V17 I L-[r has been reviewed by me and is accurate, complete
and consistent with the information in the engineering ans, 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 certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that I 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 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Date
2a. Kevin Caldwell
Professional Engineer Name
2b. Geoscience Group
Engineering Firm
2c. 500-K Clanton Road
Address
2d. Charlotte
2e. NC 2f. 28217
City State Zip
2g. 704-525-2003 2h. 704-525-2051ry2i.
Facsimile
Telephone
kcaldwell@geosciencegroup.c
nm
Seal, Signature & Date
FTA 02/03 - Rev. 1 06/03

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QUADRANGLE LOCATION
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E-1969
521
ROAD CLASSIFICATION
Primary highway, Light -duty road, hard or
hard surface.improved surface ....
Secondary highway.
hard Unimproved road......_
Interstate Route
3918
3917
3316
3915,10Om.N
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CORNELIUS, N. C.
35080-D7-TF-024
1970
DMA 4854 1V NE —SERIES V842

CHARLOTTE._,.
CHARLOTTE-MECKLENBURG
UTILITIES
Nc or
RESOUR'"El
„
'"NAL OF: .CE
September 4, 2003 SEP 1 9 2003
Mr, Scott Gregory
Geoscience Group, Inc.
500-K Clanton Road
Charlotte, NC 28217
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
EASTFIELD AT PROPERITY VILLAGE
TAX PARCEL# 029-291-07, 029-291-08, 029-291-09, 029-411-03
Dear Mr. Gregory:
In response to your request, 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 areas 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 sewage flow of 12,168 gallons per day (101,406 ft2 x 120 gpd(1 ,000 ft2) from this project for
transmission to the Mallard Creek Wastewater Treatment Plant; NPDES permit number NC0030210, for
treatment, 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. Connection to the C-MU
system is accepted on a first come, first served basis, as capacity for future projects cannot be
guaranteed.
Upon completion and acceptance of all necessary water mains, Charlotte-Meckienburg 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,
(WSMP # 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 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
projects cannot be guaranteed nor reserved,
If you have any questions, you may contact me at [phone].
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division • New Services Section
www.cmutilitles.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

Legend
©Id Vermillion Area
Old Dowd Road Area
Platt Road Area
Vernon Drive Andover Road Area
Lansbvey Court Area
Streams
Roadway Type;.
Interstate (Highway'
Major Throughfare
Sdreets

09/22/03
Permit Number WQ0023090
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.williams
Permitted Flow
12168
Facility
Fast Track
Status Project Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Eastfield at Prosperity Village
Location Address
Owner
MaiorIMinor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Cambridge Eastfield, LLC
DateslEvents
Owner Type
Non -Government
Owner Affiliation
George Maloomian
1043 East Morehead St
Charlotte NC 28204
Oriq Issue
App Received Draft Initiated
09119/03
Regulated Activities
Scheduled
Issuance Public Notice Issue Effective
a/2z/o3
Requested/Received Events
Expiration
Commercial or industrial, other
Outfall NULL
Additional information requested
Additional information received
Waterbody Name Stream Index Number Current Class Subbasin

> nary riwnes
nup J/W WW.secretary.sia[e.nc.us/corpora[fullslsusKoll.orp.usp 1J.17U7 r 70
NC
North Carolina
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Secretary SECRETARY of STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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12119/2002
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Principal Office Address:
Principal Mailing Address:'
Maloomian, George L
1043 East Morehead Street, Suite
Charlotte NC 28204
1043 East Morehead Street, Suite
Charlotte NC 28204
1043 East Morehead Street, Suite
Charlotte NC 28204
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