WQ0030153_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, F.E. Director
Division of Water Quality
April 19, 2006
Mr. Christopher Branch, Managing Member
The Boulevard at Randolph & Lauren, LLC
715 N. Church Street
Suite 110
Charlotte, NC 28202
Subject: Permit No. W00030153
Laurel Ridge Condominiums
The Boulevard at Randolph & Laurel, LLC
Wastewater Collection System Extension
• C-MU TRACKING #600-06-511
Mecklenburg County, North Carolina
Dear Mr. Branch:
In accordance with your application received on April 4, 2006, we are forwarding herewith
Permit No. WQ0030153, dated April 20, 2006, to The Boulevard at Randolph & Laurel, 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal OpportunitylAffirmatiive Action Employer — 50% Recycled/10% Post Consumer Paper
One
hCarolin Na
atura!!y

Mr. Branch
Page 2
April 20, 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 The Boulevard at Randolph & Laurel, LLC for the construction and operation of
approximately 107 linear feet of 6-inch gravity sewer as part of the Laurel Ridge Condominiums project,
and the discharge of 3,990 gallons per day of collected domestic wastewater into the Charlotte
Mecklenburg Utilities existing sewerage system, pursuant to the application received April 4, 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 WWTP (Sugar Creek NPDES.No. NC0024937) prior to being discharged into the
receiving stream.
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.
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,
/2/
for Alan W. Klimek, P.E.
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0024937)
Kevin Caldwell. Geoscience Group, Inc. _
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 ail 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

r
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 Part1 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 20th day of April, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission •
Permit Number WQ0030153
3

Fast Track Engineering Certification
Permit No. WQ0030153
April 20, 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
, 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 Laurel Ridge
Condominiums, 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.

ppiiORTH CAROLINA
OF MECKLENBURG
Permit No. WC Co 36 1 G
DEVELOPER'S OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this 17th day of
March, 2006, by and between the North Carolina Environmental Management Commission, an agency of the
State of North Carolina, hereinafter known as the COMMISSION; and The Boulevard at Randolph and Laurel
LLC , a corporation/general partnership registered/licensed to do business in the State of North Carolina,
hereinafter known as the DEVELOPER.
WITNESSETH:
1. The DEVELOPER is the owner of the certain lands lying in Mecklenburg County, upon which it is
erecting and will erect dwelling units and other improvements, said development to be known
as Laurel Ridge Condominiums (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands.
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the Laurel Ridge Condominium Owners Association, Inc. (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION, and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2.. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
DEVELOPER'S successor.

pippi• EVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System and
purtenances thereto are pan of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
.. The DEVELOPER shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that thereshall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance
expenses, the Declaration and Association Bylaws shall provide that a fund be created out of the comma
expenses. Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly budget.
6. In the event the common. expense allocation and separate fund are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall provide that such special assessments can be made as
necessary at any time.
7. If a wastewater collection system. and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
8. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
The agreements set forth in numbered paragraphs l , 2, 3, •d, 5, 6, 7, and 8 above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance, repair and
operation of the Disposal System.
1.0.. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the. Declaration is
filed and i.n the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
n
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
The Bou1e d at Randolph and Laurel LLC
MANAGEMENT COMMISSION Name of iVELOPER.
Alan W. Klimek, P.E., Director
Division of Water Quality
(Date)
By:
(Signature)
Managing Member
Print Name and Title
March 17, 2006
(Date)

FAST -TRACK; APPLICATION for^ GY SEWERS, P
fP STATIONS, AND FO
CE MAINS
PAGE 3
0
z
z
a
z
USE THE TAB KEY TO MOVE FROM FIE Lt TO FIELD!
Owner:
1 a. The Boulevard at Randolph & Laurel, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Mr. ChrisBranch
natatnrt ikpte
Signing Ctficial Name and Title (Please revie
Application Number:
(to be completed by DWQ)
A NCAC 2H .0206(b
or authorized signi
1 c, The legalentiy who will own this system is:
© Individual Federal Municipality 0 State/County 0 Private Partnership ® Corporation 0 Other (specify):
l d. 715 N. Church. Street, Suite 110
Street Address
1f. NC
Stat
1h. 704-334-8244
2.
2a.
704-334-0047
Telephone Facsimile
Project (Facility) Information:
Laurel Ridge Condominiums
Brief Project Name (permit will refer to this name
3. Contact Person:
3a. Kevin S. Caldwell, PE, Geosciencce Group, Inc.
Name and Affiliation of Someone Who Can Answer Questions
3b. 704-525-2003
Phone Number
1. Project is X New 0 Modification (of an existing permit)
Charlotte
City
1 g. 28202
Zip Code
1j. cbranch
2b.
E-mail
enbu
ounty Where Proiect is Located
blvdco.com
out this Application
c, kcaldwell geosciencegroup.com
E-mail
If Modification, Permit No.:
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 has already been included in the original permit.
2. Owner is Public (skip to Item B(3)) El Private (go to Item 2(a))
2a. 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 Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc, - go to item B(2b))
Cha
Owner of Wastewater Treatment Facility (WWTF) Treating Wa
4a. Sugar Creek Wastewater Treatment Plant
Name of WWTF
5a. City of Charlotte
Owner of Downstream Sewer
The origin of this wastewater is (ch
0 Residential Subdivision
Apartments/Condominiums
El Mobile Home Park
0 School
Restaurant
0 Office
tic
Receiving Sewer Size
k all that apply):
0 Car Wash
0 Institution
0 Hospital
© Church
O Nursing Home
0 Other (specify): Shopping Center
7. Volume of wastewater to be permitted in this project is 3990 gallons per day
0 Public Utility (Instruction III)
Homeowner Assoc./Developer (Instruction IV)
From This Projec
4b. NPDES NC0024937
WWTF Permit No.
Permit Number of Downst
100 % Domestic/Commercial
% Industrial
°/% Other (specify):
If the permitted flow is zero, indicate why:
O Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
O Flow has already been allocated in Permit No.
j Rehabilitation or replacement of existing sewer with no new flow expected

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND 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 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).
21 residential units x 190 gpd/unit
Total Daily Design Flow = 3990 gallons per day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
6
107
Gravity
ENTER TOTAL LINE LENGTH IN MILES 0.0025
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 w/ATS; 3-
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 (latest
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?
X❑ N/A
N/A
N/A
Yes • No
X Yes ■ No ■
X Yes ■ No ■
FT mrnl - Rev 1 06m1

FAST -TRACK APPLICATION for GRAVITY SEir'ERS, PUMP STATIONS, ANI) FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02f03
(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
regional office (see instructions for addresses) OR indicate the following:
X A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
X A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for arty pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
1 a.
Name of Waterbody Strea
Waterbody County River Basin Index
Submit the S.$" x 11 "° COLOR topographic map as required in instruction VI
regardless of whether a classification is provided!
Applicant Certification:
Waterbody
Classification
1, Christopher J. branch, attest that this application for gravity sewer to serve Laurel Ridge Cond©miniums
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 lication package is subject to being returned as incomplete. Note: in accordance with North Carolina
General Sta s 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certificatio any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as ' l penettles up to $25,000 per violation
Signing Official Signature
2. Professional Engineer's Certification:
I attest that this application for gravity sewer to serve Laurel Ridge Condominiums 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 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,
2a. Kevin S. Caldwell, PE.
Professional Engineer Name
2b. Geoscience Group, Inc.
Engineering Firm
2c. 500-K Clanton Road
Address
2d. Charlotte
2e. NC 2+
City State
2
Zip
2g, 704-525-2003 2h. 704-525-2051 2i, kaldwellegeosciencegroup.com
Telephone Facsimile E-mail

7

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Date: 4/18/2006
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Corporation Names
Name Name Type
NC The Boulevard at Legal
Randolph and Laurel LLC
Limited Liability Company Information
SOSID:
Status:.
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0778569
Current -Active
4/21/2005
Domestic
NC
Perpetual
Agent Name:
Registered Office
Address:
Registered Mailing
Address:
Principal Office
Address:
Principal Mailing
Address:
Branch, Christopher J,
715 North Church Street
Suite 110
Charlotte NC 28202
715 North Church Street
Suite 110
Charlotte NC 28202
No Address
No Address
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orporati ins/Corp.aspx?Pite aid=7735342 4/18/2006

Group, Inc:
To:
LETTER OF T
State Of Nortlu Carolina
Department of Environment and Natural
Resources
Division o
0 E. Center Ave.„ S
Mooresville, NC 28115
Sanitary Sewer Fast Track Pern
We are sending you:
VIA:
The lolicrvin items:
Attached
Overnight
Shop Drawings
Specifications
NSMTTAL
ATE: 3-31-06
Randolph at l_
C"harlotte, NC
Under separate cover
Regular Mail Pickup
Prints
Copy of Letter
Plans
Change Order
Description
Application Form wIcolor USGS map
perational Agreerrtent Form,
Application Fee Check
Flow Acceptance Le
THESE ARE TRANS9 as checked below:
For Approval As Requested
For your use For Review and Comment
py To:
500 Clanton Road
Suite K
Approved as Subrnirtec
Approved as Noted
Charl.ot te, North Carolina,
28217
Geotechmcal, Civil,
Environmental &
Construction Materials
Engineering
a
Disks
Other
,H05.0057.CV
P21, T999
Delivered/Co r
d TP.T ENV
Returned for Corr -cc
Signed: Kevin McCorkle, RLA, ASLA
Telephone
704.52 5.2003
Facsimile
704.525.2051

March 8, 2006
Mr. Rodney Johnson
Boulevard at Randolph & Laurel, LLC
c/o The Boulevard Company
715 N Church Street
Suite 110
Charlotte; NC 28202
SUBJECT:
CY)
CHARLOTTE-MECKLENBURG
UTILITIES
WATER AND SANITARY SEWER FLOW ACCEPTANCE
LAUREL RIDGE CONDOMINIUMS
C-MU# 600-06-511
Dear Mr. Johnson:
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 thisproject 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 to serve the subject site, Charlotte -
Mecklenburg Utilities agrees to accept the gravity sewage flow of 3,990 gallons per day (21 residential
units x 190 gpd/unit) from this project for transmission to the Sugar Creek Wastewater Treatment Plant;
NPDES permit number NC0024937, 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.
Upon completion and acceptance of all necessary water mains to serve the subject site, 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
projects 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, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

Main tsiand Basin
cling Creek Basin
mold Dowd Ronc 'Paw Creek Basin
O Pbtt Road Area
$ Lansb-ury Curt Area

Permit Number WQ0030153
Central Files: APS SWP
04/19/06
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
3990
Facility
Facility Name
Laurel Ridge Condominiums
Location Address
Owner
MajordMinor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
The Boulevard At Randolph & Laurel LLC Non -Government
Owner Affiliation
Christopher Branch
715 N Church St
Charlotte
Dates/Events
NC 28202
Orig Issue App Received Draft Initiated
04/03/06
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Regulated Activities Re • uested/Received Events
Apartment complex Additional information requested
Condominium Additional information received
Wastewater collection
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin