WQ0031661_Regional Office Historical File Pre 2018

Michael F. Easley, Governor
William G. Ross 7r., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
May 2, 2007
Mr. James P. Houser, Jr., Manager
Village at Robinson Farm, LLC
300 East Boulevard, Suite B-4
Charlotte, North Carolina 28203
Subject: Permit No. WQ0031661
Village at Robinson Farm, LLC
The Village at Robinson Farm
Wastewater Collection System Extension
Mecklenburg County, North Carolina
C-MU Tracking #600-07-570
Dear Mr. Houser:
In accordance with your application received on April 17, 2007, we are forwarding herewith
Permit No. WQ0031661, dated May 2, 2007, to the Village at Robinson Farm, 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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. Thiscover 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 Desigri 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:llh2o.enr.state.nc.us
An Equal'Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper
NorthCarolina
Natural!,

James P. Houser, Jr.
Page 2
May 2, 2007
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the Village at Robinson Farm, LLC for the construction and operation of approximately 846
linear feet of 8-inch gravity sewer and approximately 763 linear feet of 6-inch gravity sewer (sewer
laterals) to serve 28,000 square feet of retail space and 17,000 square feet of restaurant space as part
of The Village at Robinson Farm project; and the discharge of 11,860 gallons per day of collected
domestic wastewater into the Charlotte -Mecklenburg Utilities' existing sewerage system, pursuant to
the application received April 17, 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 McAlpine Creek WWTP (NPDES No. NC0024970) prior to being discharged into
the receiving stream.
This permit shall become voidable unless the agreement between the Village at Robinson Farm,
LLC and Charlotte Mecklenburg Utilities for the 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 Basinger at
[phone].
Sincerely,
for Alan W. Klimek, P.E.
cc: Mooresville Regional Office, Surface Water Protection (Fast Track Sewer Ext Files)
Raymond Waugh, P.E., LandDesign, Inc.
Mecklenburg County Land Use and Environmental Services
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 wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
1

Irr
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

Prr
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 (919) 733-
3300. Persons reporting any of the above occurrences shall file a spill report by completing Part I
of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Part II of Form CS-SSO (or the most current Division approved form)
can also be completed to show that the SSO was beyond control.
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 2nd day of May, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i _t 6 1C2------.
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031661
3

Fast Track Engineering Certification
Permit No. WQ0031661
May 2, 2007
James P. Houser, Jr.
Village at Robinson Farm, LLC
30D East Boulevard, Suite B-4
Charlotte, NC 28203
Raymond Waugh, P.E.
LandDesign, Inc.
223 North Graham St.
Charlotte, NC 28202
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 Village at Robinson
Farm, Mecklenburg County project for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials.
North Carolina Professional Engineer's •
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NORTH CAROLINA 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,

PPt;ICATIO t`or GRAVI FY SEWERS P1 MP S`t"ATIONS, AND FORCE: MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
a. Village at Robinson Farm LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
z 1b. James P. Houser, JR.
0 Signing Official Name and Title (Please review 15A NCAC 2H .020t (b) for authorized signing officials!)
The Legal entity who will own this system is:.
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation Other (specify): LLC
Application Number:
(to be completed by DWO)
z
PAGE3
ld, 300 East Boulevard, Suite B-4
Street. Address
1f. NC
State
1 h, S704) 347-5000
Telephone Facsimile
2. Project (Facility) Information:
2a. The Village at Robinson Farm
I704) 347-5027
Brief Project Name (permit will refer to this name
3. Contact Person:
3a. Robb Ktauk, Associate
Name and Affiliation of
3b. [phone]
Phone Number
oeone
Charlotte
City
1 g. 28203
Zip Code
1j. jph@compassroseassociates..com
E-mail
2b. Mecklenburg
County Where Project Is Located
ho Can Answer Questions About this Application
rklauk(c landdesign.com
E-mail
1. Project is dification (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 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))
2a. If private, applicant will be:
go to
a))
2b. If sold, facilities owned by a (must choose one
Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction III)
0 Leasing units (lots, townhomes, etc. - skip to item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
Ei Selling units (lots, townhomes, etc, - go to Item B(2b))
3, Charlotte I 'teclenburg Utilities (C-MU)
Owner of Wastewater Treatment Facility (WWTF) Treatir
4a, McAlpine Cre
Name of WWTF
5a. Charlotte Mecklenburg Utility
Owner of Downstream Sewer
The origin of this wastewa
❑ Residential Subdivision
0 Apartments/Condominiums
❑ Mobile Home Park
School
0 Restaurant
O Office
ater From This Project
4b. NC0024970
WWTF Permit No.
Permit Number
check all that apply):
El Car Wash
0 Institution
O Hospital
❑ Church
O Nursing Home
Other (specify): Retail
7. Volume of wastewater to be permitt
his project: '11,860 gallons per day
Downstream
100 % Domestic/Commercial
% Industrial
% Other (specify):
If the permitted flow is zero, indicate why.
0 Interceptor tine - Flow will be permitted is subsequent permits that connect to this line
Flow has already been allocated in Permit No.
El Rehabilitation or replacement of existing sewer with no new flow expected
- Rev, 204=04

RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
{
1 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(1)(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).
Retail (28,000 sf) x (120 gpd/1,000 sf) = 3,360 gallons per day Restaurant (17,000 sf) x (50gpd/100 sf) = 8,500 gallons per day ` 1 1 ) e/66 117
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)
8" PVC (SDR 35)
846
Gravity
W6"
PVC (sewer laterals
763
Gravity
Z
H
Z
0
c.)
z
O ENTER TOTAL LINE LENGTH IN MILES
.30
Q11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
2
0
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 wltelemetry; 4-wet well storage)
LL
Z
r
w
CO
12.
SUBMIT
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:
TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
•
A
@
Yes
Yes
Yes
•
•
•
No
No
No
►l N/A
■ N/A
❑ N/A
FTA 02/03 - Rev. 2 04/04

pplir RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1, Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(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:
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.
Name of
Waterbody
1. Applicant's Certification:
z
0
uJ
d
2a.
Location ID on Map
(self chosen • as shown on
map for cross-reference)
County
Waterbody Stream Waterbody
River Basin Index Classification
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1, James P. houser, attest that this application for The Village at Robinson Farm has been reviewed by me and is
accurate and complete to the best of my knowledge. understand that if all required parts of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package
is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215,6A and
143-215,68, any person who knowingly makes any false statement, representation, or certification in any application
shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,0 0 per violation,
gning Official Signature
Date
2. Professional Engineer's Certification:
1 attest that this application for The Village at Robinson Farm 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 1 have reviewed this material and have judged it to be consistent with the proposed design. Note: In
accordance with NC General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Ray Waugh
Professional Engineer Name
2b. LandDesign, Inc.
Engineering Firm
2c. 223 North Graham Street
Address
2d, Charlotte 2e. NC 2f, 28202
City State Zip
2g. [phone] 2h. [phone] _21. rwaugh©landdesign.com
Telephone Facsimile E-mail Seal, Signal re & Date
FTA 02/03 - Rev. 2 04/04

Permit Number WQ0031661
Central Files: APS SWP ✓
04/30/07
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
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
11860
Facility
Facility Name
The Village at Robinson Farm
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Village at Robinson Farm LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
James
300 East Blvd
Charlotte
Houser, Jr, Manager
NC 28203
Orig Issue
App Received
04/17/07
Regulated Activities
Commercial or industrial, other
Wastewater collection
Outfall NULL
Draft Initiated
Scheduled
Issuance
Public Notice Issue
Requested/Received Events
Additional information requested
Additional information received
Effective Expiration
Waterbody Name Stream Index Number Current Class Subbasin

•
TO)
CHARLOTTE.
Cl-i t.orE-MECKLENSURG
L}T3L1TTEs
April 13, 2007
Mr. Robb Klauk
LandD sign, Inc
223 North Graham Street
Charlotte, NC23202
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
THE VILLAGE AT ROBINSON FARM
TAX PARCEL 4229-101-09
C-MU TRACKING #6O0-07-570
1tt response to your request, acceptance study of the subvert site hos been completed .and the
following has been determined.
Upon completion and acceptance of anti ntrcessery sewer knes. Charlotte-iv1eckierthurg Utilities agrees to
accept. the gravity sewage fow of 11,860 gallons ;err days (28,000 fr retail x 12.0 gpdfl ,000 i : 17,000 fti
restaurant-, 50 gprrt7100 fi=) from this protect for transmission to the McAlpine Creek Wastewater
Treatment Plant; NPDES permit number NC0024970., for treatment, This acceptance of flow is based on
the existing capacity of th.e.des gn-ated publicly owned treatments works; .vhich is contingent upon final
acceptance and issuance of a discraroe permit from the appropriate local, State, or Federal Agency,
whichever might have control. Please see attached basin reap:
Upon completion and acceptance of all necessary water mains to serive 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 1es6, and The Water Supply
Management Ptah, dated October2005, jli/VSMP l 05-01702-& PWS ID ? 01600'10), on file with the
Public Water Supply Section of NCDENR However, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure or quality of few 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. Honrever, the applicant should understarld that due to. ttie Involvement of other
agencies and continuing growth of ;he water and sewer system. the ahility to provide service for future
projects cannot be guaranteed nor reserved. Connection to the Chariotte-Mecklenburg Utilities system is.
accepted on a first come, first served basis. If you have any questions, you may contact Me at {704) 391-
5129.
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
airde
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutititios.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph, 7041399 2221
Fax; 704/ 93-22t9

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Village at Robinson Farm -- 1SGS Quad Map Weddis� or7

civil engineering frdaei~t ur
TRANSMITTAL
223 North Graham Street, Charlotte, NC 28202
V:704.333.0325 F:704.332.3246
DATE:
PROJECT NAME:
TO:
CC:
WE ARE SENDING;
4/16I2007
Village at Robinson Farm
NCDENR (Mooresville)
NCDENR
919 N. Main Street
Mooresville NC 28115
NUMBER OF PAGES: 1
PROJECT #'.
BUS. PHONE: [phone]
BUS. FAX: [phone]
BUS. MOBILE:
VIA: PURPOSE:
1006172
DRAWINGS
SPECIFICATIONS
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X. FEES
REDLINES
DISK I CD
OTHER
QUANTITY: ITEM:
4 'Fast Track Appllcatlon t'or Sewer
FROM: Robb J. Klauk
MAIL X. APPROVAL
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X_. FEDEX OVERNIGHT
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APR
hmw
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North Carolina
alit DEPARTMENT OF THE
SECRETARY OF STATE
PO Box. 29622 Raleigh, NC 27628-0622 (919}807-2600
Date 4/30/2007
Click here to:
View Docurnent Finings I
Print apre-populated Annual Report Form I Annual Report Count 1 File an
Annual Report I
Corporation Names
Name Name Typo
NC Village at Robinson Farm Legal
LLC
ited Liability Company Information
SOSID,
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0873288
Current -Active
10/20/2006
Domestic
NC
Perpetual
Agent Name: Houser, James P. Jr,
Registered Office Address: 300 East Blvd., Suite B-4
Charlotte NC 28203
Registered Mailing Address: 300 East Blvd., Suite B-4
Charlotte NC 28203
Principal Office Address: 300 East Blvd,, Suite B-4
Charlotte NC 28203
Principal Mailing Address: 300 East Blvd , Suite 8-4
Charlotte NC 28203
For questions or comments about the Secretary of State's web site, please send e-mail to Webma ter,
http://www, seeretarystate.ne.us/corporation Co
a.spx?Pitemld=8081315 4/ 0/2007

Fast Track Engineerinq Cert'icatian
Permit No. W00031661
May 2, 2007
James P. Houser, Jr,
Village at Robinson Farm, LLC
300 East Boulevard, Suite '6 4
Charlotte, NC 28203
Raymond Waugh, P,E,
LandDesign, Inc.
223 North Graham St,
Charlotte, NC 28202
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 to a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
0 Partial P6r►ai
A "'J I', as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (-periodically, 0 weekly, 0 full time) the construction of The Village at Robinson
Farm, Mecklenburg County project for the Permittee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria
for the Fast -Track Permitting of Purnp 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, NORTH CAROLINA 28115
The Per :� , - tracking all partial certifications up until a final certification is received. Any
wastewater fto' : pry 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 Perrnittee to appropriate
enforcement actions.