WQ0031714_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, EL. Director
Di son Of Water Quality
May 14, 2007
Dr, Robert Vaughan, Owner
7508 Lady Bank Drive
Charlotte, NC 28269
Subject: Permit No. W00031714
The Vaughan Resident
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Dr. Vaughan,
In accordance with your application received on May 10, 2007, we are forwarding herewith
Permit No. WQ0031714, dated May 14, 2007, to Dr. Robert Vaughan for the construction and operation
of the subject wastewater collection system extension. Thus 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein, This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
Rermittee'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 61.0 Last Center Ave., Suite 301. MooresVi 281..15 Phone: [phone]Y) Fax: [phone]
intemet: voww_ncmwaterquality.org Customer Service. I -877-623-6748
An Equal OpporlunityfAtfirmative Action Employer — 50% Recycled/10% Post Consumer Paper
oat.
NorthCarolina
*Naturally

Vaughan
Page 2
May 11, 2007
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted for the construction and operation of approximately 75 linear feet of 6-inch gravity sewer and
the discharge of 480 gallons per day of collected domestic wastewater into the Charlotte Mecklenburg
Utilities existing sewerage system, pursuant to the application received May 10, 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 WWTP (McAlpine Creek NPDES No. NC0024970) prior to being discharged into
the receiving stream.
If any parts, requirements,, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit, This request must be in the form of a written petition, conforming to Chapter 150E 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,
Alan W. Klimek, Po-E.
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Collection System Permit File
Shawn Lynch, Brooks & Medlock Engineering
Surface Water Protection Central Files
Tom Asenzo, PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

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 arty 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 normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing Part 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.
Permit issued this the 14th day of May, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-5277
for Al fiKlimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031714
3

Fast Track Engineering
Permit No. WQ0031714
May 14, 2007
Owner
Dr. Robert Vaughan, Owner
7508 Lady Bank Drive
Charlotte, NC 28269
Certification
PE
Shawn Lynch, PE
Brooks & Medlock Engineering
17 Arlington Street
Ashville, NC 28801
WQCS/WWTP
Steven Miller
Charlotte Mecklenburg Utilities
5100 Brookshire Boulevard
Charlotte, NC 28216
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
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 Vaughan Resident, a
Mecklenburg County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

FAST -TRACK APPLICATION for (;RAVITY S WFRS, PUMP STATIONS, AND F RC F MAINS PAGE 3
Z
0
0
L
z
z
0
1 a,
1b,
USE THE TAR KEY TO MOVE FROM FIELD TO FIELD!
Owner
Full Legal Name
municipality, HOA, utility, etc)
Application Number:
{to be completed by ©WQ)
Signing Official Name Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
Tkae legal entity who will own this system is;
Individual Q Federal E Municipality 0
aunty El Private Partnership ❑ Corporation 0 Other (specify):
1d_ .7505 l..kI/ � . 1e. Cr-14e ..
City
1f.
Mailing Address
State
2-B Z+0 ?.
Zip Code
in. 101_.Z7 S 7I 1 i. 1) ��� t"r ��+ s 1 .co vw►
Telephone Facsimile
2. Project (Faqir' i Information:
2a. 1 6i
of Project Name (permit will refer to this named County Where Project is Located
3. Contact Person:
3a Name andn Affiliation of Someone Who Answer Questions Aboutth Street,Application lNC
28801
3b, 1828) 232 - 4700 _ 3c, shaven brooksandmedlack.com
Phone Number
1. Project is New © Modification (of an existing permit) If Modification, Permit No..
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line 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')) 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 Public Utlity (Instruction III)
0 Leasing units (lots, townhomes, etc. - skip to Item B(3)) © Homeowner Assoc./developer (Instruction IV)
0 Selling units (lots, townhomes, etc - go to item B(2b))
Charlotte -Mecklenburg Utility Department
McDowell Ownerof Wastewater Parr, Treatment 11acilit (VWTF) Treating'Wastewater Frorp ttrs.Project
Jrt 9�
' i 4b
Name ©fVrF �.�w.P '! F Pe
100 Norman HOA 5b, 8-inch El Gravity 5c
Z Owner of Downstream Sewer Receiving Sewer Size 0 Force Main Permit Number of Downs
6. The origin of this wastewater is (check all that apply):
Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park.
© School
El Restaurant
© Office
0 Car Wash
D Institution
El Hospital
Church
Nursing Home
Other (specify):
Volume of wastewater to be altoted for this particular project: 480 gallons per day
*Do not include previously permitted allocations
a
Sewer iif known
100 % DomesticlCommercial
8, If the permitted flow is zero, indicate why
El Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
Q Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
Industrial
Other (specify).
FTA 02/03 - Rev, 3 04/05

AST -TRACK APPLICATION for GRAVITY SE 4'ERS, 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(I)(33).
The home will have 4 bedrooms at 120 gallons per day
10, Summary of Sewer Lines to be Permitted (attach additional sheets tf necessary)
Size (inches)
-inch ,
ENTER TOTAL LINE LENGTH IN MILES
Length (feet)
75
. Summary of Pump Stations to be Permitted (attach additional shuts as necessary)
Gravity or Force Main
(use the pull down menu)
Gravity
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w1ATS; 3-
plans for cross-reference) (MGD) GPM TDH portable generator witelemetry4-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?
Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings General Permit or 401 Certification? ❑ Yes © No N/A
Sedimentation and Erosion Control Plan?
El Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines will be considered high_oriority and.rnust be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? D
Be aware that the Division will not accept installed fines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
ETA 02/03 - Rev. 04/05

FAST -TRACK APPLICATION for (,I AVITY SEVERS, PUMP STATIONS, AND FORCE MAINS PAGE ei
CO
. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02I03
(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:
D A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
El A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
A Lake Norman Mecklenburg Catawba 11 — (75) WS-IV, B; CA
1 a.
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification.
1, SIGNING OFFICIAL NAME, attest that this application for 16710 Fidler S it Connection 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
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 violation.
Signing Official Sign
2, Professional Engineer's Certification:
iJ 7 c
I attest that this application for 16710 Fidler Lane Sewer Connection 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 he 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, ©©© as well as civil penalties up to $25, 00© per violation,
2a. Shawn M, Lynch, PE
Professional Engineer Name
2b. Brooks & Medlock Engineering
Engineering Firm
2c. 17 Arlington Street
Mailing Address
—_....
2d. Asheville 2e. NC 2f. 28801
City State Zip
29. 28 232-4700 _2h. 028) 323-1331 2 . [e-mail]
brooksandmedlock.com
Telephone Facsimile E-mail
Seat, Signature & Date
F`I A 02103 - Rev. 3 04/05

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
February 19, 2007
Mr, Shawn M, Lynoh,PE
Brooks & Medlock Engineering, PLLC
17 Arlington Street
Ashsvilie, NC 28810
SUBJECT: WILLINGNESS TO SERVE
THE VAUGHAN RESIDENT
TAX PARCEL # 001 -531 -26
6n response to your request, a w ilingness to serve study of the subject site has been completed and the
following applies:
The subject property is located within the intended service area of Charlotte Mecklenburg Utilities. Upon
completion and acceptance of all necessary water and sewer lines to serve the subject property,
Charlotte -Mecklenburg Utilities agrees to serve this project.
This willingness to serve is based on the existing capacity of the designated publicly owned treatment
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.
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 11, 2005, (WSMP # 05-01702 & 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.
Thank you for your interest in Charlotte -Mecklenburg Utilities. If you require additional information, please 4
contact me at [phone]
Sincerely,
_CHARLOTTE-RECKLEN URG UTILITIES
,
P lip S. Johnson
Customer Service Division, New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

Permit Number WQ0031714
Central Files: APS SWP
05/10/07
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
dee.browder
Permitted Flow
480
Facility
Facility Name
The Vaughan Resident
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Robert
Dates/Events
Owner Type
Individual
Vaughan Owner Affiliation
Robert Vaughan
7508 Lady Bank Dr
Charlotte
NC 28269
Scheduled
Orlg Issue App Received Draft Initiated Issuance
05/11/07 05/10/07
Public Notice Issue
05/11/07
Effective Expiration
05/11/07
Requlated Activities Renuested/Received Events
Wastewater collection Additional information requested
Additional information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

PLOORES'. =Lt_^ 0:1AL OFFICE
Letter Of Transmittal
FEB 2 7 2007
To:
NCDENR
610 East Center Ave, Suite 301
Mooresville, NC 28115
From: IT GE : iy:11-11 Y
Shawn M. Lynch, PE
Brooks & Medlock Engineering, PLLC
Project Name:
Vaughan Residence
Sewer Connection
Date:
February 21, 2007
Project No:
185206
Attn:
Dee Browder
Document Description:
Date:
Use:
CMUD Flow Acceptance Letter
2-19-07
Comments: .
Ms. Browder,
Here is the flow acceptance letter for the Vaughan Residence.
Please feel free to contact me at any time if you have any questions or
need additional information.
•
Sincerely,
Brooks & Medlock Engineering
Shawn M. Lynch, PE
17 Arlington Street Asheville, NC 28801
Phone [phone] Fax [phone]

Vaughn Resi
Agreement.
ionap://c. .:993/fetch%3 EU 1.D%3 IINBOX°103 E29572`'hea.der—print
Subject: Vaughn Residence Agreement
From: "Shawn Lynch" sl av n@broo s .n medlo .eo
Date: Mon, 16 Apr 2007 11: : i -0400
To: Dee Browder " dee rowd r@ncmaiLnet
De
Here is the agreement between Mr. Vaughn and the 100 Norman Place Board of Directors that I got from the Architect has for the sewer
connection to the 100 Norman Sewer system, This Agreement does not show that signatures by the Board and the architect is trying to get a
copy of that document, but the board has agreed to this and has cashed Mr. Vaughn's check for the connection.
Give me a call if you need anything else.
Shawn. M. Lynch, PE
K
c
1,7 Arlington Street
Asheville, NC 28801
Phone: [phone] ext. 311.
Fax: 8?:8.232. 1331
From: Mike Standley[mailto:[e-mail]]
Sent: Monday, April 16, 2007 10:17 AM
To: Shawn Lynch
Subject: lif tation.agreement.pdf
atian.agreement p+d Cont trtt-Type: application/octet-stream
1 04.2 4116//2007 1 1:47 AM

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•
Lift Station Agreement Between
Fidler Lane Homes and
100 Norman Place
This document will serve as official contract for a Fidler Lane, Cornelius, NC
home site to gain access and service from the 100 Norman Place sewage lift
station. The notarized signatures below between the 100 Norman Place Board
of Directors and the Fidler Lane resident will grant permission for the Fidler Lane
home -site to drain their single family home sewage through a created easement
to the 100 Norman Place lift station. All costs associated with the creation of the
easement and permits, the construction of the lines, the re -landscaping or
repaving of all affected areas disrupted as a result of the line, and any future
maintenance of that line will be the responsibility of the Fidler Lane homeowner.
A one time tap fee of $4000.00 in addition to an ongoing monthly charge of $35
will be assessed in order to maintain the lift station and sewage line on 100
Norman Place. The monthly fee may be subject to inflationary increases or
costs related to heightened governmental regulations imposed on the lift station.
The 100 Norman Place HOA will maintain a lift station contract as required by
the NC Department of Environment and Natural Resources. The Fidler Lane
homeowner will equally share with 100 Norman Place homeowners the cost
associated with any lift station overflow fines and any assessments that are
required in the future for the maintenance of the lift station. If at some point the
100 Norman Place HOA decidesto have Charlotte Mecklenburg Utilities
Department (CMUD) assume control or responsibility of our lift stations, the
Fidler Lane homes will equally share any costs involved in the transition, and
subsequently be released from the monthly tap in fee to 100 Norman Place.
Fidler Lane Homeowners will adhere to responsible use of the sewage line and
could be subjected to a fine if violated.
Lift Station Agreement
page 1 of 2 November 9, 2004

Fidler Lane Home -site Name, Address and Phone #:
Name: The Vaughan Residence
Address: 16710 Fidler Lane Cornelius, NC 28031
Phone Number: (704) 655-BOOR
By signing below, l hereby accept all the terms of this agreement
Fidler Lane Homeowner Signature:
Date:
lCkf'o '1C44e cS[7a i{ /...a ¢li,S i ` Da� u �O.JeML?U' �vY
100 Norman la a Board of Director Signatures (three required):
Name: Date:
Name:
Date:
Name:
Notary:
Date:
************* All signatures above must be notarized ********************
Lift Station Agreement
page 2 of 2 November 9, 2004

•
(CM
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
FLOW ACCEPTANCE APPLICATION
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First Na e
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Last Name
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City
Address
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Company (if applicable)
AR_ 28Z03 704/• 3(3- 0/3
State
Zip
Phone
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Project Name
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City
Site Address
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State
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Zip Tax Parcel Number
PROJECT INFO
Complete the following:
1. Project is: ❑ new; ❑ modification
2. Type of development?
a. Residential, apartment units
b. Residential, townhome/condominium units
c. Residential, single-family 1 lots
i. Public Roads? ❑ Y N
d. Restaurant seats
e. Office/retail/warehouse sf
f. Hotel rooms
g. School students
i. Cafeteria ❑ Y ❑ N
ii. Locker rooms ❑ Y ❑ N
h. Other
3. Will this project have a pool? JCI Y` ❑ N
if yes, pool must have a 4-inch drain line
4. Will this project have a private sewer lift station?
❑Y�N
5. Total flow requested (average daily flow in gpd, show calculations)
6. Commercial only: Peak flow requested
(peak hourly Row in gph, show calculations)
7. Will you be submitting this project to NCDENR for
permitting? ❑ Y ❑ N
LU
VO
CMU Tracking #:
Does the flow transmit through a CMU lift station? 0 Y ❑ N
WWTF: McAlpine / McDowell / Erwin / Sugar / Mallard / Rocky River
Basin:
Map #:
If yes, which station?
Flow amount (gpd):
Mail. deliver or fax this application to:
Charlotte -Mecklenburg Utilities
5100 Brookshire Boulevard
Charlotte, NC 28216
Attn. New Services
Fax: [phone]
Revised: 03129105