WQ0031048_Regional Office Historical File Pre 2018

Michael F. EasIey, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 29, 2006
Mr. Eugeen Keener, President
Greenstead, LLC
PO Box 1292
• Davidson, NC 28036
Subject: Permit No. WQ0031048
Hoke Property- Lot 2
Greenstead, LLC
Wastewater Collection System Extension
C-MU TRACKING #600-06-582
Mecklenburg County, North Carolina
Dear Mr. Keener,
In accordance with your application received on October 27, 2006, we are forwarding herewith
Permit No. WQ0031048, dated November 29, 2006, to Greenstead, 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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, andror referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncmwaterqualily.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-- 50% Recycled/10% Post Consumer Paper
No a Carolina
/atura!!y

Pr
Mr. Keener
Page 2
November 29, 2006
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Greenstead, LLC for the construction and operation of approximately 142 linear feet of 2-
inch force main and the discharge of 190 gallons per day of collected domestic wastewater into the
Charlotte Mecklenburg Utilities and the Water & Sewer Authority of Cabarrus County (WSSAC)
existing sewerage system, pursuant to the application received October 27, 2006, and in conformity
with 15A NCAC 2T; the Division's Gravity Sewer Miriimum 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 WSSAC WWTP
(Rocky River NPDES No. NC0036269) 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 150B of North
• Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
for Alan W. Klimek, P.E.
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0036269)
Jeremy lcard, ColeJenest & Stone
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 (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at 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 §143-215.1 C.
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 thewastewater 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 normal business hours may also be
reported to the Division of Emergency Management at telephone number (800) 858-.0368 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 11 of Form CS-SSO (or the most
current Division approved form) can also be completed to show that the SSO was beyond
control.
Permit issued this the 29th day of November, 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0031048
3

Fast Track Engineering Certification
Permit No. WQ0031048 •
November 29, 2006
Eugeen Keener
Greenstead, LLC
PO Box 1292
Davidson, NC 28036
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
1, , as a duly, registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, LI full time) the construction of Hoke Property -Lot 2, 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.

Full Legal Name (company, municipality, HOA, ut
O 1 b, Mr, Eugene Keener
Signing Official Name and Title (Please review 15A NCAC 2H .62(t6(b) for authorized signing officials!)
lc, The legal entity who will own this system is:
Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑ Corporation 0 Other (specify):
PACE 3
Rocky River
O Name of WWTF
CK APPLICATION for CRA"a IT y SEt"ERS, Pl.iiP ,STATI
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
a. Greenstead, LLC
Application Number:
(to be completed by ©WQ.
AINS
ce
Q 1 d. PO Box 1292
▪ Mailing Address
NC
State
H 1 h. _1704) 892-4073
Q Telephone
U 2. Project (Facility) Information.
- 2a. Hoke Property — Lot 2—
O. Brief Project Name (permit Witt r
• 3. Contact Person'
• 3a. Jererny S.lcard
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-376-1555
Phone Number —
7892-3471
y
1 e. Davidson
Facsimile
City
1 g. 28036
Zip Code
Gkeener915
E-mail
4
2b. Mecklenburg
County Where Project is
oted
3c. jicard@colejeneststone..co¢
E-mail
1. Project is ® New ❑ Modification (of an existing permit)
If Modification, Permit No.
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line 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 0 Public (slop to Item 8(3))
Private (go to Item 2(a))
ust choose one
2a. If private, applicant will be: 2b. If sold, facilities owned by a
Retaining Ownership (i.e. store, church, single office, etc.) or
0 Leasing units (lots, townhomes, etc. - skip to Item 8(3))
0 Selling units (lots, townhomes, etc - go to Item B(2b))
Charlotte — Mecklenburg Utilities
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4b NC0036269
�TF Permit No.
❑ Public Utility (Instruction III)
0 Homeowner Assoc./Developer (Instruction IV)
Gravity 5c.
Z 5a. Owner oft wns ream Sewer Receiving Sewer Size Force Main Permit Number of Downstream
6, The origin of this wastewater is (check all that apply):
Residential Subdivision
Apartments/Condominiums
0 Mobile Home Park
School
0 Restaurant
❑ Office
Car Wash
0 Institution
0 Hospital
0 Church
Nursing Home
0 Other (specify):
7. Volume of wastewater to be allocated for this particular project: 19Q, gallons per day
*Do not include previously permitted allocations
100 % f omestic/Commercial
% Industrial
% Other (specify):
If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected
FT'A 02/01 - Rev. 1 4/

-TRApppriv-CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
W
z
'-
z
0
0
0
H
0
u-
1-
2
W
a.
m
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 1
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).
190 gallons / day per single family household
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
2
Length (feet)
142
Gravity or Force Main
(use the pull down menu)
Force Main
ENTER TOTAL LINE LENGTH IN MILES
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
n ID i I Power Reliability Option
(self chosen - as shown on Design Flow 1 Operational Point , (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) i GPM @ TDH I portable generator wltelemetry; 4-wet well storage)_;
I
I
I
112. 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? i
® 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? ® Yes ❑ No ❑ N/A
Stormwater? ® Yes ❑ No ❑ N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
Ihese_lines will-be_considered.hioh_orioritv.and.most.be-checked_once_evm_sixmonths
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than t D% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

pp-TRACK 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 02103
(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
Z 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
Qwaterbody; AND,
0 ® A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
LL
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
JQ map for cross-reference)
C. STREAM C
Name of Waterbody Stream
Waterbody County River Basin Index
1
Waterbody
Classification
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
U)
Z
0
H
U_
EL
W
V
6
1. Applicant's Certification:
1a.
1, Eugene Keener attest That this application for Hoke Property — Lot lhas 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
violation.
Signing Officil Signatur
2. Professional Engineer's Certification:
13
Date
Zoa6e
1 attest that this application for Davidson Northeast Quadrant 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. 1 further attest that to the best of my knowledge the proposed design has been prepared in accordance
with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996,
and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000
and the watershed classification in accordance with Division guidance. Although certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that 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 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000 as
well as civil penalties up to $25,000 per violation.
2a. Jeremy S. !card, PE
Professional Engineer Name
2b. ColeJenest & Stone
Engineering Firm
2c. 200 South Tryon Street
Mailing Address
E2d. Charlotte
City
\\`‘N CAR;;;
�4 SEAL ��-
- - 026491
2e. NC 2f. 28202 I %),4y1' S
State ! Zip
2g. 704-376-1555 2h. 704-376-7851 21. [e-mail]
Telephone
Facsimile E-mail
1ok%G
Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

TopoZone, - Deweese Township 9, USGS Cornelius (NC) Tope Map
Page 1 of 1
0 0.3 0.6 0.9 1.2 1.5 km
0 0.1 0.2 0.3 0.4
UTM 17 514192E 3927634N (NAD27)
Deweese Township 9, USGS Cornelius (NC) Quadrangle
Projection is UTM Zone 17 NAD83 Datum
77
fittp://www.topozone.corniprintasp?lat-35.493958don=-80.84353&s=488zsize=1&u-4841... 10/20/2006

10/04/2006 13:48 7043932319 CMU NS
•
PAGE 02/04
CD)
G'HA,RI.O'i'I'E.
CHARLOTTE-M ECKLEN BURG
UTILITIES
September 18.2006
Mr. Jeremy S. !card
Cole Jenest & Stone
200 South Tryon Street
Suite 1400
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
540 RIDGEWOOD AVENUE,LOT # 2
TAX PARCEL # 007-023-04
C-MU TRACKING #_600-06-582
Dear Mr. Icard;
In response to your application for flow acceptance, a study of the sL bject site has been completed and it
has been determined that the discharge from this project does not to insrnit through areas of SSO concern
by the NCDENR, Division of Water Quality.
Upon completion and acceptance of all necessary sewer lines, Charlotte -Mecklenburg Utilities (C-MU)
agrees to accept the gravity sewage flow of 190 gpd (1 single family unit x 190 gpd per unit) from this
project for transmission to the Rocky River Wastewater Treatment P ant; NPDES permit number
NC0036269, located in Cabarrus County, for treatment. This accept,;ince of flow is based on the existing
capacity of the designated publicly owned treatments works; which t i contingent upon final acceptance
and issuance of a discharge permit from the appropriate local, State, or Federal Agency, whichever might
have control.
Upon completion and acceptance of all necessary water mains, Cha lotte-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 Mai lagement Plan, dated January 2000,
(WSMP # 00-00251 & PWS ID # 0160010) on file with the Public We ter Supply Section of NCDENR.
However, C-MU cannot guarantee a constant pressure or quality of slow. This agreement is also
contingent upon approval by the Division of Environment. Health. an i Natural Resources.
Charlotte -Mecklenburg Utilities does not expect any of the above cot
service to the subjectsite. However, the applicant should understanc
agencies and continuing growth of the water and sewer system, the
projects cannot be guaranteed nor reserved_ Connection to the C-Mt
first served basis,
editions preclude water or sewer
that due to the involvement of other
ability to provide service for future
J system is accepted on a first come,
Thank you for your interest Charlotte -Mecklenburg Utilities. If you ha ie any questions, please do not
hesitate to contact me at [phone].
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
Philip S. Johnson
Customer Service Division, New Service Section
CHARLOTTE-MECKLENBURG UTILITIES
New Services Section
www.crnutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399.2221
Fax: [phone]

10/04/2006 1S:48 7043932319
CMU NS PAGE 04/04
WSACC
WATER & SEWER AUTHORITY
OF CABARRUS COUNTY
Mr: Steve Miller
New Services Section Manager
Charlotte -Mecklenburg Utilities
5100 Brookshire Blvd.
Charlotte, NC 2821.6
October 2, 2006
Subject: Flow Acceptance
Sanitary Sewer to Serve Roke Property Lot #2
CMUD Job Number 600-06-582
Dear Mr. Miller:
Office: 232 Onv1dson Hwy,
Concord, NC 281127
Mail to; P.O. Box 428
Concord, NC 2802G-f142R
Phone: [phone]
Fax: [phone](14
This is in response to the City's request for flow acceptance received 9/25/06.
The Water. and Sewer Authority of Cabartus County (WSACC) has or currently expects
to be able to make available capacity at the Rocky River W:Istewater Treatment Plant and
appropriate sewer interceptors to transport and treat the domestic wastewater from the
proposed residence noted above. WSACC agrees to accept 190 gpd of wastewater.
For your information, WSACC has approved 2,31'.,241 gpd of flow acceptance
for Charlotte -Mecklenburg Utilities from 1992 to present and 73,785 gpd of flow
acceptance year-to-date including this request.
Please note that if construction of this project is not started within two (2) years of
the date of this approval, the approval is rescinded and a second request and approval will
be required. Please notify WSACC in writing when construction, of this project is
initiated.
If you have any questions, please cal] me at 704-78f -1783.
Sincerely,
Ofia4d.AvA
Thomas A. Bach, F.E.
Utility Systems En ;Meer
cc: WSACC Engineering/Operations Staff
Philip Tohnson/CMU

Judith A. Gibson, Register of Deeds
720 E. 4th Street, Room 103
Charlotte, North Carolina 28202
[phone]
State of North Carolina
County of Mecklenburg
I do hereby certify this to be a true copy of the attached document
filed and recorded in the aforesaid county as evidenced in Instrument/
Book No.r;7Of5S Page No. 73— and ends with Page No. 99
Witness my hand and seal this , day of ,4i 'usr , 200 6
Judith A. Gibson
A
egister of eed , Assistant or Deputy Register of Deeds

FOR REGISTRRTION JUDITH R. GIBSON
REGISTER OF DEEDS
MECKLENBURG COUNTY. NC
2006 RUG 03 02:35 PM
BK:20855 PG:76-79 FEE:$23.00
INSTRUMENT R 2006159167
!RIM
EASEMENT
Im
i
111
11
SANITARY SEWER LINES EASEMENT AND MAINTENANCE AGREEMENT
THIS SE LINES EASEMENT AND MAINTENANCE AGREEMENT, made this 2nd
day of , 2006, by and between Greenstead, LLC, (hereinafter "Grantee") and Bryan R.
Stutzman an wife, Deborah J. (hereinafter "Grantor");
WITNESSETH
WHEREAS, Grantee is the owner of property being more particularly described as Lot 2 of
REVISION OF MAPBOOK'44, Page 385 for GREENSTEAD, LLC recorded in Map Book 45, Page
213 and Grantor is the owner of Lot 17 of REVISION OF MAPBOOK 44, Page 385 for •
GREENSTEAD, LLC recorded in Map Book 45, Page 213 Mecklenburg County Public Registry,
North Carolina; and,
WHEREAS, Grantor has agreed to grant an easement to Grantee for the purpose of allowing
Grantee to install sanitary sewer lines and maintain the same across a portion of Grantor's property;
and;
WHEREAS, Grantee and Grantor require that a sanitary sewer line easement and maintenance
agreement be entered into between the parties and that the same be recorded in the Mecklenburg
County Register of Deeds; and;
WHEREAS, Greenstead, LLC has performed a survey on the adjoining properties to evidence
the actual location of the placement of the sewer lines, and said survey reflects that the sewer lines
shall enter upon and cross the land of Grantor within the easement described as follows:
Sewer Easement for Lot 2 Description: �'�`A .
Beginning at the northernmost comer of Lot 1 as shown on that map recor`ded`iie the
Mecklenburg County Register of Deeds in Map Book 45 at Page 213, and said point beinea conuni.
P. a. 13, {� :r-e

comer with Ralph B. Levering (Deed Book 5789, Page 789) and being located on the margin of the
right of way for Pinecrest Street, and running thence from said point, S. 31-46-15 W., 40.0 feet to a
point in the boundary line of Lot 1; thence, N. 58-07-35 W., 40.06 feet to a #5 rebar; thence, with the
margin of Ridgewood Avenue and a boundary line of Bryan R. Stutzman (Deed Book 12533, Page
246), N. 58-13-48 W., 42.14 feet to a point; thence, S. 14-23-12 E„ 7.22 feet to a point; thence, S. 58-
13-48 E., 36.96 feet to a point; thence, S. 31-26-32 W., 10.0 feet to a point; thence, N. 58-13-48 W.,
41.04 feet to a point; thence, N. 14-23-12 W., 21.65 feet to a point in the boundary line of Bryan R.
Stutzman (Deed Book 12533, Page 246); thence, with said boundary line, S. 58-13-48 E., 14.44 feet to
the point and place of Beginning, all as shown on that survey prepared by Rufus Jackson Love, PLS,
dated June 28, 2006 and entitled "Force Main Sewer Easement to Serve Lot 2".
A portion of this easement overlaps 5 feet with the easement to Lot 1.
NOW THEREFORE, for and in consideration of the sum of One dollar ($1.00) to each in hand
paid, and other good and valuable consideration, the receipt and adequacy of which is hereby
acknowledged, the parties hereto agree as follows:
1. Grantor does hereby give, grant and convey to Grantee, their heirs, successors and
assigns, the right and easement for the installation and maintenance of the sanitary sewer lines as the
same is described above and further agrees that this easement shall be appurtenant to and run with the
land now owned by Grantor.
2. Grantee and Grantor do hereby also agree that the cost of maintenance of said sanitary
sewer lines shall be borne by Grantee solely.
3. This sewer line easement and maintenance agreement shall run with the land and be
appurtenant to the properties hereinabove described, and shall be binding upon the heirs, successors
and assigns of the owners of said parcels.
4. Grantee, by accepting this easement and the rights granted herein covenants and agrees
that Grantee shall not bring onto the Easement area any substance in violation of applicable
environmental laws and shall use the Easement area in such a manner as to not unreasonably interfere
with the use of Grantor's property adjoining the easement area by the Grantor, their invitees and guests.
5. Grantor covenants with Grantee that Grantor is seized of their property in fee simple and
they have the right to convey such rights and easement, that the same is free and clear of all
encumbrances, and that Grantor will forever warrant and defend the title to the same against lawful
claims of persons whomsoever.
In Witness Whereof, said parties have hereunto set their hands and seals, the day and year .firrst above
.."'. ,,,

7r. (Seal)
Bryan Stutzman
2I' rr& + 7(Seal)
Deborah J. Stutz
STATE OF NORTH CAROLINA
COUNTY OF MECKLENBURG
1, Notary Public, do hereby certify that Bryan R. Stutzman and Deborah J.
Stutz personally appeared before me this day and acknowledged that he/she executed the foregoing
instrument for the purposes therein expressed.
WITNESS my hand and Notarial Seal, this day of f/S1 � 006
My Con ',$ires • -6- A of
Notarai
.* �'• ''UEtiA" . V
i
fliiinn
3
otary ?ublic

I, RUFUS JACK
DetECT SUP 45.1; tbo+�
THAT THE ,::cce-�'' - - OR , S r,5 SECONDS PER TURH�,
1i1a $�I ;r,No OFtK7AL sE L 1H5
�M TNAT THIS MAP WAS DRAWN FRO ACIUAL SURVEY UNDER MY
ATro Of PRfGSlCN Is I:ta. 04 BEFORE ADAMSTMENOS; AND
r Q
SEAL
L2844
a iC'G 'r'
JA C K SO r;.
VICINITY YAP
NO SCALE
I I/2-
PVC
1
MAR
0.012 ACRES
TH15 AREA
LOT 17
BRYAN R. 51LT2MAN
R wL 9EBORAH .L
OB 12533-24
Pei 1 007-023-23
UD 8-29
of
Y SANITARY
scam
MANNCCE
DAY OF Sv NE. Zett0
oL...
LAND 9VRYEYOR
Course
Bearing
Distance
L1
N 14'2312.-W
14.44'
L2
S 5813'48" E
7.22'
L3
S 14=13'12" E
7.22'
L4
S 5813'48" E
42.14'
L5
5 31'26'32" W
5.0L1;
L6
5 3/76'32- IN
5.09
L7
N 5813'48' W
39.00'
L8
S 3176'32 W
5.00'
L9
N 5613'48 W
41.04'
L10
N 14'23'12" W
21.65'
L11
S 5813.48" E
7.22'
L12
S 58'13 48' >=
36.96'
L13
S 58ti7 20" E
5.00'
L14
S 581I7'33' E
10,00'
ROI ELEV. - 7e9.5'
SNE.LF - 781.6
INVERT = MA'
Ow
_ z
11 `0LL11
>1
N 31 28'32"E
100.33' TOTAL I - Q
T 37.07 11. L64L% JAR
z C
48.26'
5 31 3 46�b NJ
ASPHALT S 31'2632 W 37 OS U
ORNE 0 018 ACRES W INTE AIL
-V w
Ire
r
40' R/W
- - - N. ; 1 1H15 AREA $ d NAIL
a+ PINE C R ES T
1 69 . — ------ * STREET
'N/ 4000 ' 'O 9dA,,,T
8 8 N 31'28 32 £ N 31 4815`E —
N 31'32�'29"E
18.76'
OLD LOT 9
J•
REAR
1Q1,4
�JI1�0•�
IY V 'I) 4n
r
M
N 3126'32E
5&24'
f
LOT 2
0.495 AC.
MB 45-213
CONCRETE
NAIL
x
5
t
42.00'
LOT 1
0.495 AC.
MB 45-213
k-sz No
/8 REBAR
CONTROL MONOMEIIT
LOT 7&PART OF5&6
RALPH B. LEVERING
& vet PATRICIA W.
DB 5789-789
PIN / 007-023-03
MB 6-29
REMEW OFFICER OF MECKLENBURG
COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS
MEEDB ALL STATUTORY REoUIFr
CE
M
FORCE MAIN SEXIER EASEMENT
TO SERVE LOT 2
FOR GREENSTEAD, LLC.
PROPERTY OF BRYAN R. STUTZMAN & wf. DEBORAH J.
501 GREENWAY STREET
LOT 17 OF MB. 6-29
DEED BOOK 12533-246, PIN 007-023-22
DEWEESE TOWNSHIP, MECKLENBURG COUNTY
DAVIDSON, NORTH CAROLINA
JUNE 2. 2006
REMSEMSHORIDOD FORCE IIAI t A➢OE9 9PIATLIK L9EL 0/20/OO
mamma) CALLS 10 state ESPY. e/1e/b
PILE mAilocAC0IST Ao-Fte ODUW
30 0 30
60
90
FICATION 18 AFFIXED
NOTES:
TNB PROTEAN IS NOT LOGTEO TA A CECONATEO f7000 TOW
2 AREA OET0ORMCD PT COOROMAR COMPUTATION.
1 { P DEMOTES COMPUTED Mkt MaRLORDIT rase OR SET.
�. oweverxeo elvers 1TDT LOCAL= AS CIF TWO SAIL
LEGEND:
PROPERTY LIE
1E LeE
lMSURWEYED LIE
CALK CF CURB/EDGE OF PLAIT.
5E79N:A LOC
CT COMPUTED POINT
PT P0998 POLE
JAT CEPCEFEJXE FORCE 11,41
PYRAMID LAND SURVEYING
P.O. A11 I/WD,SOR. 111R�1W CLOOUrNA:OW
0•44)ROZ-4248 RUMS JAc *N LOW L-4144
tl it"r
• . 1'

JUDITH A. GIBSON
REGISTER OF DEEDS, MECKLENBURG
COUNTY & COURTS OFFICE BUILDING
720 EAST FOURTH STREET
CHARLOTTE, NC 28202
PLEASE RETAIN YELLOW TRAILER PAGE
It is part of the recorded document, and must be submitted with original for re-recording
and/or cancellation.
Flied For Registration: 08/03/2008 02:35 PM
Book: RE 20855 Page: 75-79
Document No.: 2006159167
ESMT 5 PGS $23.00
Recorder: SERENA ROSS
1111111 11111 11111 11111 11111 11111 11111 11111 011111111 1111 1111
2006159167

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VICINITY MAP PINFCRE ST
A SCALL'
•ter
a
• 10:v, 1!
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LOT 11
CC.•+1LO CAk9Ri yr,
Bt1 n}41.0TS
DIN .:•07-021-51
uB 6-:9
•
\
3' 4 ; tr n1
LOT 15
LAURENCE S. CA:N
.r, JANE D.
09 4622-050
01N 1 007-025-24
w6 6-29
1, Weal
.s
w
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9l C9C.I1.9S
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"...Le' 41'1 •y •rot a- '•1 moor 51 ,r. PwD.r11 tree" 4.1 44100004 •ee,n,�
'at U:w 'n Ira ,4ac,.on •ePart:Hin 41 Int loan of .'.0.4lan too In.• I
r6Gra1 Sn• Dar of 1..401P',10n .I" •••• Nv 1401f0S, fllnM•h asa marls. 'W.I. tore,. L•ni 0fit.41 c:r 0• ,,1<0.1 Urea are' '3 'lI'''Pl
ar••,.H•' .n Iv, Irs Gr0 r661 pfa•crl0e Yrw• D•anl 4.0'0a.0Mlo4 I!..t ;
•Y 1400Gre 0•I a1•a10,, e'.41 •J'•.. 1T•a. vol Ot•r ..L, all ,aer^•nrt, tJ
.L. 1 o• pr..4ls are] at ..IN.. 1N'1.4B1.c.4. 1 1..••.00 Kro•tele al ',Peery serer,
o'w., ,e-r.. .'1.0 .fI•• 4`•, feel Or. a•al•d .•• 1.1.e .1A1r Ise^rota d• 1. fl11-
"+•' •+y ••r "ee T_•^ Y Oc..,non a^0 '1.n t'lD, O::.-N•c.yn4.;.q V'-.I/ 011a•Mr.an1
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v"e an•0••e4gW temp •.er41'en 6r t•• rD•.aonq .nmrva..nN y; \hllv, •
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REFERENCE'S:
;IDS ay airy l7 vary
, A Notary etme4D 0f I^. tCuMY*"d 11111r
10
N 31'3I'2TE 59.98' .L°f
PYRAMID
1.L\0 111R6DY1HC
4,101 •S4'00• GM
e.`.In•w1 too 1•I4,4 1.1w
7,041
- - "' �t•_i
%Trey r.s..c
1. a. me • ver •4 0-L1.Iti.
SOT 16
41709 Y. SADLER
OD 7522-642
➢.0 1 007-023-23
0O 6-29
L07 17
BN0AN R. STUTIWN
Jt .f. OEDORAN J.
05 12333-215
ON / 007-023-12
U6 6-29
N 3172'29'5 100.04' N 31.20.3.E 100.33'
r -- •V.4r
-4
Lll LOT ro
der
T+�
t AV:.T SIefml 7A0BA(1?
OD 13913.07i
PIT r007-02I-30
5279 ACRES '0 6E OEOICATEL
R CA.I 0r A'A7 TO 1<AN 01 7AL•IOS0+
N 313.200E B3.14'
N
,Ym
n •[7Af Q. +Acr a,7
1:Z mall
▪ PINECREST
e vir�c*ar
✓ f N 31.32.29.E N 31-26'32"E 100.24' / TOTAL N4sii61TE 13 dr1.7.an
TO, */ 10.78` +355 'e CO • ur 17.00 r :a Oa' /// .e u' ramp•+.
Kl+.f CC.P[II of ` �y,n Oli ..4N1 TAN +urrr/ [fear* o euLdrv'•1w, of Iona +L P.hrn 1re a.w
a0 ter•
.n.tr Y
, - __`.� STREET
r
0.11 f
5pl•
f
%.
WI
K04r ' ` / /
-*/
//,V./ 5
1,
/ / r
e: �. /
'' W /
4/
� l . � t LOT 2
0.495 AC.
APT
_s .B•
1r fs ` '•�.
•',.. rp i
ry ',
CORTmm 70 u9.1 TOUR AND colour
con OR 'ET! 0R17L1141..'AR A000110®
H
=IN A. .0
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- s '�2
RiILJi.r��i.F. rl/w LQDI7S7•
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0,
Lr. \
r '�r
LEGEND:
N
c J
11.
4ALuy.n
+1H.I-�II
a
I
1 I.L� Z! S 1•RL.S. L-341C
1 LKCNSC N0.
L R11FUS JACASON LCL0 • [.nil} h01 I0. map 001 dam, 'rpm
an ac1+A ion. * rMdf under my sopo' :ior•, loot IN. reu'e of
gxi/an as c0t311S•d 0e 10L1y0.4 c1d 00Dwt'In .0 1110.0054 I
0.1wf odfv.Lm•nte; 1h61 11.1 5w,ndwnl 001 ,oiCTM R� a rf
Ca 0f011n If.41 DIa11.d from :nlwmalan fnd.d M 0B. /1y 111,
IhNT 1010 r00D 1r01 a...oared :a O:[erd0nca Yith'CS 47-30 a.
OrMAded: end N01 the oPosraf e'r0r .aa <' 1'}�cnrld1 Dar.IeNA.
olln.sl my ..t :oc1 Ngn0t0re and so., Doi _ f diy arce90 • teDej
Net _ i' nl 1O1 COYnit p monr.DJLly teat nd. 04 4rd1.4,C• root
fegWalaa Durrdl Of ,Cod.
Coe Of / I'I
Pa NOW a r01
r N[f.? ve.10 N0 ! 1
•7 /
7
I
LOT I
i 0.495 AC.
5 2557 49
90 100.39
0T 3
LClw504 D. r1RICC w
a - OEVEE 9
00 6649-49i
.'IN / 007-923-CS
u6 6-29
LOT ! 11 0. LEADMID Cr 6 dl �� .
P.
'Pert i 0[Twh[o 001rLCG•[D '0 F ttayhl'CD 1[[i0 JDNE
Cae011erl CCNv141•0+
[• 0LNOrC% [VWy1[0 re0T. M wl.o0001 1151.•'0 re ni,
.L6t•De14Nt' U5.i1e V'q4I •05A'la mt Tr �t PAIL
3 49 1A0 1A71NKN,1 ..1t0* lo 4( M,1N 400a'
ANPfo A00 lf,MA[4a .•ay[50 9r look w 0147.29 •'.11.nr10 ;R.r
1'•0•Lat0 r3 70.10 vz..A0 .1354
10317 WRACK Pelt 0t TOTAL r0 ruf AHAA4E •.'OLC*t rail 00101
v.n., h0' ON T05 t5N5 SCL 10 '-6 t••TL7
-r01 :l'71Co - 3
7 1 Vu 0VE1CLC[7 YA2. 000r 14. •1:[ 743
41 .I, PATRICIA 5.
00 5769-169
Pd1 1 C47.•023-03
1.6 6..29
1175 JAE%50r1 LOAF
Cellif=egld al Approval for Mecca:50p
1 a••.Oy, crl.lrr lrpl 114 I.W0ri„0n pal lNrt•n Priori:1 ••e"01
faro Ilse tv4d14I.a. Pr.•34•ris 01 the Cajoled', Planning ONT0o0c..
an11 ;1 11r.10ry f.em71 f•am ;M or0.111anli TN. DNA has L.1n
r0ond to eomelf wan tee rw•rq I•P'4110./ 01• SOO 00n740. P,On01a9
Cra:vo•a, 0n0 601 0rvn 0DD10rw to lamp Tarn 01 00.l44an IDr
4ew,Urq M ter OTae. of N. Regmi. of 01.0. 01 J1fchlfntU 4
COeety.
ihkee
Dal.
Po7mmeeq C•..CI0r, C6r1ae0. 1.13114 [0•alln0
&'15 K11T7, R • 010011 of 1.4•140t,r5 Cowly
•ernes Heel Ih4 l020 w 0•3t to •ntn 11•11 C,r4Nc51•1.
m1,.d •.„*11, ad 1141.twy r.gsl.e•nral foe lacor0°.41
ae.•• 011..er 001e
Cart:rit:al* at Approval tar ROCora,np
' c•.'.ry S01 }POI WWAL'S• nUI , •a O 0•05001104 D10-C H4tr 3.4011
11314•Tved.
s/4/a(i
Cal. 1,011,0•0 44rry4060•010•. 50.4•0•. 140.th G7.9:4.
s h'J. 1+ •0a4
REVISION OF
MAP I300A' 44 PAGE 38e
OCR
GREENSTEAD, LLC. co''h1ERS
540 RIDCEvf00D AVENUE
LOT 8-10 or THE A1155 BOYNTE It. .NELTCN SUDDIviSiorr,
3c ?ART 01' PIN$0REST STRE£T(UNOPE4!E0), Oa 6-29
DEED 000A 18703-311, PIN .207-ys-2a
CExESE T014N5341P, ItECK1.'Wb5'11t
DAVIDSON, NORTH (,':R 1. •NA
A09'L 1s, 1033
RV11.42 0.r.wrtw• I.ee.% tftA, 0•.•r1 ,4I.W.1 ,.aret .,,1 A
an. 61et0 .1 AMA... .OK0l •EMp
f•A •.fl01PA0N1 R.a..,l
10 0 1D Elf 90
CRAM MC SCALE - FEET 1'6'30.

ol enest
Stone
Shaping thp tlinviredippept
Rapidlaing tile Possibilities
spiel Plaratilhq
aralphape Ansiblicergre
Eactighttaigh
ithar Design
200 'South trvori Strtet, 14700 tahpiiii.alistie, Nil 28202
,, 704 ,05 1555 1'04 376 1851 5 a5555 coittassicatis la:5-05055i
3 ',200e
Date: October 20, 2006
Reference: 3252 — Hoke Property 2)
Attention: Ms, Dee Browder
Company: North Carolina Department of Environment and
Natural Resources
Division of Water Quality
919 N Main Street
Mooresville, North Carolina 28115
We Are
Transmitting:
Transmitted
Via:
Remarks:
By:
CC:
Tel:
TRANSMITTAL
[phone]
Copies
2
EJ Mail
Herewith DI Under Separate Cover
Dated Description
10/20/06 Fast -Track Application for Gravity Sewers, Pump
Stations, and Force Mains — Lot 1(1 Original, 1
Copy)
10/18/06 Check No. 1055 $400)__
09/18/06 Charlotte -Mecklenburg Utilities Flow Acceptance
Letter
10/02/06 Water & Sewer Authority of Cabarrus County -
Flow Acceptance Letter
10/20/06 Topographic Map (8 4/2" x 11")
08/03/06 Sanitary Sewer Maintenance Agreement
Overnight 0 Courier
E3 For Approval 0 For Your Use
Anand G. Parikh, PE
msh
Mr. Eugene Keener - FH
Mr. Brian C, Jenest, RLA — CJS
Mr. Jeremy S. lcard, PE — CJS
0 Hand Delivery
Li Pick -Up
0 As Requested D For Review

}
Permit Number . WQ003I048
Central Files: APS SWP
11/28/06
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
190
Facility
Facility Name
Hoke Property - Lot 2
Location Address
Owner
Major/Minor, Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Greenstead LLC Non -Government
Owner Affiliation
Eugene Keener
POBox 1292
Davidson NC 28036
Dates/Events
Orlg Issue
App Received
10/27/06
Draft Initiated
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Regulated Activities Requested/Received Events
Subdivision
Additional Information requested
Wastewater collection Additional Information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin