WQ0031638_Regional Office Historical File Pre 2018

Mr. Ray Farris, III, President
Tuscan Development, LLC
1355 Greenwood Cliff, Suite 400
Charlotte, North Carolina 28204
Dear Mr. Farris:
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
April 24, 2007
Subject: Permit No. WQ0031638
Tuscan Development, LLC
BLOC90
Wastewater Collection System Extension
Mecklenburg County, North Carolina
crritwo-D2-535
In accordance with your application received on March 27, 2007, and additional information
received on April 24, 2007, we are forwarding herewith Permit No. WQ0031638, dated April 24, 2007,
to Tuscan Development, LLC for the construction and operation of the subject wastewater collection
system extension. This permit shall be effective from the date of issuance until rescinded, and shall be
subject to the conditions and limitations as specified therein. This cover letter shall be considered a part
of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the 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 Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] ! Fax: [phone] Internet: http://h2o,enr.state.nc,us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
NorthCarolina
;Vat/tray

Ray Farris, III
Page 2
April 24, 2007
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicab[e Laws, Rules, and Regulations, permission is hereby
granted to Tuscan Development, LLC for the construction and operation of approximately 620 linear
feet of 6-inch gravity sewer to serve 90 residential units as part of the BLOC90 project; and the
discharge of 17,100 gallons per day of collected domestic wastewater into the Charlotte Mecklenburg
Utilities' existing sewerage system, pursuant to the application received March 27, 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 sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utilities Sugar Creek WWTP (NPDES No. NC0024937) prior to being discharged into the
receiving stream.
This permit shall become voidable unless the agreement between Tuscan Development, LLC
and Charlotte Mecklenburg Utilities for the collection and final treatment of wastewater is in full force
and effect.
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 through §143-215.6C 143-215.6A 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 Sonja Basinger at
[phone].
Sincerely,
�7z 4 /6Z—
for Alan W. Klimek, P.E.
cc: Mecklenburg County Health Department
Mooresville Regional Office, Surface Water Protection (Fast Track Sewer Ext Files)
Dudley Stone, P.E., ColeJenest & Stone, PA
Surface Water Protection Central Files
PERCS 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 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 wastesdescribed 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 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 norrrial business hours may also be reported
to the Division of Emergency Management at telephone number [phone] or (919) 733-
3300. Persons reporting any of the above occurrences shall fife a spill report by completing Part
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.
12. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is a unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting
documentation. This shall be done through a permit modification with fee. Such variance requests
will be evaluated on a case by case basis. Resolution of such request shall be evident prior to
completing and submitting the construction certification.
Permit issued this the 24th day of April, 2007. .
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 WQ0031638
3

The DEwVLE OE'ER shall prxovic
appurtenances thereto are part cif
operated in confoianity with law
maintenance of the system and f
treatment, collection and cfisposar
ration and Assoc
per°nar
Wks. the Declaration and Byyl
system as a common element which
n Bylaws that the Disposalystc.raa and
ereaftcr be properly maintained and
construction, operation, repair. and
e entire wastewater
ighest 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
he maintained out of the common expenses. In order to assure that there shall be funds readily available
tea taepair, 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 common
expenses, Such fund shall be separate from the routine maintenance funds allocated for the facility and
shall be part of the yearly Midget,
In the event the common expense allocation and separate fluid are not adept
repair, and maintenance of the Disposal System, the Declaration and Associ
special assessments t • cower such necessary costs. There shall be no limit on
assessments, and the Declaration and Bylaws shall provide that such special assessments ca
necessary at any time.
wastewater collection system and wastewater trcaatanerat atrcl oa dispacrsal facility fsrovicled by any city,
village, county, water and sewer authorities, or other nult of government shall lacreiraali
to serve the Development, the DEVELOPER shall take such auction as is necessary to cause t
g and fixture wastewater of the Development to be acceptedo said governmental
system, and shall convey or transfer as much of the Disposal System grad sticla necessary easements as the
governmental unit may require as condition of accepting the Development's Nvaste eater.
Recognizing that it tivould 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 COMM fSS1ON by the issuance of a permit.
The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5. 6.. 7, and 8 abov
permit issued by the COMMISSION to the DEVELOPER for the consu •action, m
operation o f the Disposal System,
10. A copy old agreement shall be f i led at the Register of Deeds in the Caunty(ies'
is tiled and i n tine offices of the Secretary of State o'North Carolina with the Artic
the Associat
IN 'WITNESS W1 fE RLOI , this .agreement was executed in duplicate orig
representative of the parties hereto on the day and year written as indicated
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
Alan
Division of Water Quality
Klimek, E :E., Direct
r the constr°irction,
shall provide for
;ch
of lracc rporation of
s by the duly authorized
each of tyre raarties nanrraec
FORM; DE V 02/03
Page 2 of 2

AST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! USE Number: a
j (to be completed by DWQ) W at7i7 5 i 30
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I. Owner
la. Tuscan Development, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
- --
lb. Ray S. Farris, III - President
Signing Official Name and Title (Please review 15A NCAC
The legal entity who will own this system is:
2H .0206(b)
Private
Partnership
Fie.
i
for authorized signing officials!)
❑ Individual 0 Federal ■ Municipality ■ State/County❑
0 Corporation ■ Other (specify);__
lid. 1355 Greenwood Cliff, Suite 400
Charlotte
Mailing Address
City
•1f. North Carolina 11g.
28204
� State
Zip Code
.1h. [phone] i1i. [phone]
1j.
[e-mail]
1 Facsimile
E-mail
2. Project (Facility) Information:
2a. BLOC90
2b.
f
Mecklenburg
Brief Project Name (permit will refer to this name)
County Where Project is Located
3. Contact Person:
3a. Frank G. Miller, El (Civil Engineer)
Name and Affiliation of Someone Who Can Answer Questions About
3b. [phone]
!3c. [e-mail]
j
this Application
Number
E-mail -
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• !f Modification, Permit No.:
1. Project is ►Ie New ❑ Modification (of an existing permit)
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line sizeliength, 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 fo Item B(3)) Private (go to Item 2(a))
2a. If private, applicant will be:
etc.) or E
B(3))
2b.
If sold, facilities owned by a (must choose one)
(Instruction III)
Assoc./Developer (Instruction IV)
■ Retaining Ownership (i.e. store, .church, single office,
■ Public Utility
• Leasing units (lots, townhomes, etc. - skip to Item
0 Homeowner
►i Selling units (lots, townhomes, etc. - go fo Item B{2b))
Charlotte -Mecklenburg Utilities (CMU)
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Sugar Creek Wastewater Treatment Plant ',4b. NC0024937
Name of WWTF j WWTF Permit No.
5a. Charlotte -Mecklenburg Utilities 5b. 8"
® Gravity
• Force Main
5c. C-MU #600-07-535
Owner of Downstream Sewer Receiving Sewer Size
Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
❑ Residential Subdivision ■ Car Wash
Home
(specify):
100 % DomesticfCommercial
►1 Apartments/Condominiums I • Institution
III Mobile Home Park ■ Hospital
% Industrial
0 School • Church
■ Restaurant I • Nursing
/
7. Volume of wastewater to be allocated for this particular
project:
17.100 gallons per
day
`Do not include previously permitted allocations
.
8. If the permitted flow is zero, indicate why:•
❑ Interceptor Line - Flow will be permitted in subsequent
permits
that connect to this line
expected
• Flow has already been allocated in Permit No.
• Rehabilitation or replacement of existing sewer with no new flow
FTA 02/03 - Rev. 3 04/05

TRACK 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(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(1)(3).
90 units x (190 GPD/unit) = 17,100 GPD
10.. Summary of Sewer Lines to be Permitted (attach additional sheets tf necessat
Size (inches) Length (feet)
6" 620
z
0
11. 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 w/ATS; 3-
plans for cross-reference) (MGD) GPM t TDH portable generator w/telemetry; 4-wet well storage)
Gravity or Force Main
(use the pull down menu)
Gravity
ENTER TOTAL LINE LENGTH IN MILES 0,1174
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?
0 Yes LJ 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/ce
ions been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? © Yes © No N/A
Yes No 0 NIA
Stormwater? Yes 0 No © N/A
14. Does this project involve aerial lines or siphons? Check if yes: E
These lines 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? �.
Be aware that the Division will not accept installed lines more than 1O% flatter than the minimum st©p+e. Lines installed outside this tdtehould be
corrected prior to submitting the final engineering certification._
Sedimentation and Erosion Control Plan?
FTA 02/01 - Reti 3 f 4/OS

ST-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
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1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional
necessary). This document is available from our web site or by contacting the appropriate Division of Water
. regional office (see instructions for addresses) OR indicate the following:
FTA 02I03
sheets as
Quality
any down slope
power reliability
Waterbody
Classification
0 A Stream Classification is not needed because all parts of the project are at least 100 feet away from
AND
►I A Stream Classification is not needed because the design does not depend on wet well storage as a
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on i Name of Waterbody Stream
map for cross-referenceL ; Waterbody County River Basin Index
..,..,..,.., _... ..... ., ..... .... ..... . ..,. . ..,._..
_.__ _ ..,. ..,..,._„ ..,..,. . ..,.
i
I Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
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CIpenalties
1. Applicant's Certification:
1. Ray S. Farris, Ill, attest that this application for BLOC90 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 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
viola iiii
_ ...o •
1 a. iti
Signing 0 ici. Signature Date
2. Professional Engineer's Certification:
I 1 attest that this application for BLOC90 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. !
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
j 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! 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
up to $25,000 per violation.
I
2a. Dudley D. Stone, PE �1r+ �q ti►itMrpt1%
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& Date
Professional Engineer Name
,�•••,1';�;,,
2b. ColeJenest & Stone, PA a.+ "4 . I Q
Engineering Firm :q SEAL
2c. 200 South Tryon Street, Suite 1400 . f
Mailing Address �
2d. Charlotte 2e. NC 2f. 28202 '•, �Q+ VCIM
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City -__ __., _.-__.-_.uStateY .__.-...._._._.__Zip_. __ �i ��CY D.
2g. [phone] :2h. [phone] 2i. [e-mail] . I, rlti►titti
Telephone I Facsimile ! E-mail - Seal, Signature
FTA 02/03 - Rev. 3 04/05

Michael F. Easley, Governor
WiUiam G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P,E , Director
Division of Water Quality
April 10, 2007
Ray Farris , III
Tuscan Development
1355 Greenwood Cliff, Suite 400
Charlotte, NC 28204
Subject: Additional Information Request
BLOC90
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Farris:
The Division of Water Quality's Mooresville Regional Office has conducted a preliminary review
of the subject permit application package. Additional information is required before we may
continue our review. Please address the following items no later than May 10, 2007.
1. Please clarify Owner's full legal name as registered with the Secretary of State (Item A (1 a)
of application).
2, Title was missing in Item A (1 b) of the application.
3. Please submit a new Operational Agreement. The signature must be the owner's signature
on the application and the operational agreement.
Please be aware that you are responsible for meeting all requirements set forth in North
Carolina rules and regulations. Any oversights that occurred in the review of the subject
application package are still the responsibility of the applicant. In addition, any omissions made
in responding to the above items may result in future requests for additional information.
Please reference the subject project when providing the requested information. Two copies of
all revised and/or additional documentation should be signed, sealed, dated, and submitted to
my attention at the address below. Please note that failure to provide this additional information
on or before the above requested date may result in your application being returned as
incomplete.
If you have any questions regarding this request, please do not hesitate to contact me at the
number below or via E-mail at [e-mail] Thank you for your cooperation.
Sincerely,
So ja Basinger
Environmental Specialist
Cc: Dudley Stone, ColeJenest & Stone, PA, 200 South Tryon St,, Ste 1400, Charlotte, NC 28202
Mooresville Regional Office
610 East Center Ave Suite 301, Mooresville, NC 28115
Internet http //h2o enr state ric us/
Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

enest
:one
Street, Suite . 0 rote hit.. 2820
Afi, z 7 2GO7
Date: March 26, 2007
Reference: 3603 — BLOC9O
Attention: Ms. Dee Browder
Company: North Carolina Department of Environment and
Natural Resources
Mooresville Regional Office
Division of Land Resources
610 East Center Avenue, Suite 301
Mooresville, North Carolina 28115
We Are
Transmitting:
Copies Dated
2
1
2
3
Transmitted
Via:
©3/26/07
©31©5/07'
03/01/07
03/09/07
02/20/07
CIF
Tel:
C4,
TRANSMITTAL
[phone]
Herewith ❑ Under Separate Cover
Description.
Fast Track Application for Gravity Sewers, Pump
Stations and Force Mains
Application Fee (Check No: 159 - $400 00)
Topographic Map (8 1/2 °` x 11 ")
Flow Acceptance Letter
Developer's Operational A
Overnight,] Courier
❑, Hand Delivery
Pick -Up
For Approval ❑ For Your Use ❑ As Requested ❑ For Review
Remarks: Attached is the Fast Track Application for your approval. Also attached
are the associated fees, topographic map, Flow Acceptance Letter and
Developer's Operational Agreement as required.
By:
cc:
Kindly call with any questions.
Mr, Ray S. Farris, 111 — TD
Mr. Scott A, Kilby, RLA — TD
Mr. Dudley D. Stone, PE — CJS
Ms, Susan G. Freyler, RLA — CJS
Mr, William G, Siler, RLA — CJS

CULOTTE:
CHARLOTTE-M EC KLENBURG
UTILITIES
March 9, 2007
Mr, Frank Miller
ColeJenest & Stone
200 South Tryon Street
Suite 1400
Charlotte, NC 28202
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
BLOC90
C-MU# 600-07-535
Dear Mr. Miller:
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
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 17,100 gallons per day (90 residential
units x 190 gpolunit) 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. Please see attached basin map.
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 October 2005, (WMSP # 05-01702 & PWS ID 40160010), 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
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/390-2221
Fax: [phone]

r atte-Mecklenburg Ut;fites
4td TP Service Areas with Basins

Central Files: APS SWP
04/24/07
Permit Number WQ0031638 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
sonja.basinger
Permitted Flow
17100
Facility
Facility Name Major/Minor Region
BLOC90 Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name Owner Type
Tuscan Development LLC Non -Government
Owner Affiliation.
Ray Farris, Ill
1920 Cleveland Ave
Charlotte
Dates/Events
NC 28203
Orig Issue
App Received
03/27/07
Draft Initiated
Scheduled
Issuance
Public Notice Issue Effective
Regulated Activities Requested/Received Events
Apartment complex
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Expiration
04/10/07
04/24/07
Waterbody Name Stream index Number Current Class Subbasin

North Carolina Secretal :° of State
Elaine F Marsh
Secretary
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Charlotte NC 28203
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