WQ0032385_Regional Office Historical File Pre 2018

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Michael F. Easley, Governor
William G. Ross Jr„ Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
February 7, 2008
Mr. Tom Simpson, Manager
Hamorton Place One, LLC
2137 N. Sharon Amity Road
Charlotte, NC 28205
Subject: Permit No. WQ0032385
Hamorton Place Condominiums
Wastewater Collection System Extension
CMU Tracking #600-07-532
Mecklenburg County, North Carolina
Dear Mr. Simpson,
In accordance with your application received on February 4, 2008, we are forwarding herewith
Permit No. WQ0032385, dated February 7, 2008, to Hamorton Place One, LLC for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force' Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www,ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Nose Carolina
;a ;Naturally

Mr. Simpson
Page 2
February 7, 2008
•
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 62 linear feet of 8-inch gravity sewer and
the discharge of 3,990 gallons per day of collected domestic wastewater into the Charlotte Mecklenburg
Utilities existing sewerage system, pursuant to the application received February 4, 2008, 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 Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
The sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utilities WWTP (Sugar Creek NPDES No. NC0024937) prior to being discharged into the
receiving stream.
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 1508 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.
lf you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
-Sin.�cerely,
e2
for Coleen H. Sullins
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Collection System Permit File
Brian Smith, Urban Design Partners
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.
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 documentsto 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

r
Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or
[phone]. Persons reporting any of the above occurrences shall file a spill report by
completing 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 1I 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 7th day of February 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
l'7, r;I(------
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032385
3

Fast Track Engineering Certification
Permit No. WQ0032385
February 7, 2008
Owner/WQCS PE
Torn Simpson, Manager Brian Smith
Hamorton Place One, LLC Urban Design Partners
2137 N. Sharon Amity Road 1318 Central Ave. Suite E6
Charlotte, NC 28205 Charlotte, NC 28205
WOGS/IAA/VIP
Steven Miller
Charlotte Mecklenburg Utilities
5100 Brookshire Blvd.
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 Hamorton Place Condominiums, a
Mecklenburg County project for the Permittee, hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within substantial
compliance of this permit; 15A NCAC 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.

OF NORT : C
TY OF �lA Permit No.
+� P ° • TIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (d1) and entered into this day of
�--�. a O0 e , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
, a non-profit corporation organized
and existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
WITNESSETH:
The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as Hamorton Place Condominiums
(hereinafter the Development); of operating, maintaining, re -constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction
and repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C
of the North Carolina General Statutes.
5. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and ASSOCIATION do hereby mutually agree as follows:
1. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to
the Disposal System in accordance with the permit and plans and specifications hereafter issued and
approved by the COMMISSION, and shall thereafter properly operate and maintain such systems and
facilities in accordance with applicable permit provisions and law.
2. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
and appurtenances thereto are part of the common elements and shall thereafter be properly maintained
and operated in conformity with law and the provisions of the permit for construction, operation, repair,
and maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire
wastewater treatment, collection and disposal system as a common element, which will receive the highest
priority for expenditures by the Association except for Federal, State, and local taxes and insurance.
FORM: HOA 09-06 Page 1 of 2

r pliir ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System
will be maintained out of the common expenses. In order to assure that there shall be funds readily
available to repair, maintain, or construct the Disposal System beyond the routine operation and
maintenance expenses, the Declaration and Association Bylaws shall provide that a fund be created out of
the common expenses. Such fund shall be separate from the routine maintenance fund allocated for the
facility and shall be part (.-yf the yearly budget.
4. In the event the common expense allocation and separate fund(s) are not adequate for the construction,
*repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall be provided such that special assessments can be .made
as necessary, at any tinae,
5, if a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Dev-elopment to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal Systemand such necessary easements as the
governmental. unit may require as condition of accepting the Development's wastewater.
6. Recognizing that it vvould be contrary to the public interest and to the public health, safety and welfare for
the ASSOCIATION to enter into 'voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the ASSOCIATION shall
provide in the ASSOCIATION Bylaws that the ASSOCIATION shall not enter into voluntary dissolution
without first having, transferred its said system and facilities to some person, corporation or other entity
acceptable to and approved by the COMMISSION by the issuance of a permit.
7, The ASSOCIATION shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been. reissued to the
.ASSOCIATION's successor.
The agreements set forth in numbered. paragraphs 1, 2, 3, 4, 5,. 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. A copy of this agreement shall be filed at the Register of Deeds in the Courity(ies) where the Declaration is
filed and in the offices of 'the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement Was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR '1HE ENVIRONMENTAL
MANAGEMENT COMMISSION
_Alan W. Klimck,J=1, Director
Division of Water Quality -
(Date)
FORM: A 09-06
Narne of ASSOCIATION
(Signature)
s
Pvl
Print Name and Title
(Date)
Page 2 of

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
7
Application Number: 3 ZQQ
(to be completed by DWO) CJ
A. APPLICATION INFORMATION
1. Owner:
la. Hamorton Place One, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Tom Simpson, Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c. The legal entity who will
■ Individual ❑ Federal
own
•
this system
Municipality
is:
■
State/County
■ Private Partnership
•
Corporation
4 Other (specify) LLC
ld. 2137 N. Sharon Amity Road
le. Charlotte
Mailing Address
City
1f. NC
1g. 28205
State
Zip Code
1 h. 704.516.5857
li.
1j. [e-mail]
Telephone
Facsimile
E-mail
2. Project (Facility) Information:
2a. Hamorton Place Condominiums 2b. Mecklenburg
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a. Amber Porter, civil engineer, Urban Design Partners
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704.334.3303 3c. [e-mail]
Phone Number I E-mail
B. PERMIT INFORMATION
1. Projectis ® 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))
a.
If
•
■
®
private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
1 2b.
If sold, facilities owned by a (must choose one)
• Public Utility (Instruction III)
Homeowner Assoc./Developer (instruction IV)
3. Charlotte Mecklenburg Utility Department
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Sugar Creek Wastewater Treatment Plant 4b. NC0024937
Name of WWTF WWTF Permit No.
5a. Char-Meck Utilty Dept.
5b. 8"
-�
Gravity
5c.
Owner of Downstream Sewer
Receiving Sewer Size
■
Force Main
Permit Number of Downstream Sewer (if known)
fi. The origin of this wastewater is (check all that apply):
•
Al
■
•
Residential Subdivision
Apartments/Condominiums
Mobile Home Park
School
0 Car Wash -
• Institution
■ Hospital
• Church
100 % Domestic/Commercial
% Industrial
❑ Restaurant
.
■ Nursing Home
% Other s eci
(A)'
❑ Office
■ Other (specify):
7.
Volume of wastewater to be allocated for this particular project: 3,990 gallons per day
*Do not include previously permitted allocations
8.
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
•
Rehabilitation or replacement of existing sewer with no new flow expected
PTA 02/03 - Rev. 3 04/05

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
B. PERMIT INFORMATION (CONTINUED)
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
190 gpd x 21 units = 3,990 gpd
(attach additional sheets if necessary)
10. Summary of Sewer Lines to be Permitted
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
8" +1- 62
gravity
i
ENTER TOTAL LINE LENGTH IN MILES .01 , F
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
lans for cross-reference)
Design Flow
(MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator wIATS; 3-
portable generator wltelemetry; 4-wet well storage)
12. Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and indicate why a
is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION
® Yes • No If no, please
variance
PERTINENT
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
® N/A
• Yes ■ No
►< Yes ❑ No ■ NIA
Yes • No ■ N/A
14. Does this project involve aerial lines or siphons? Check if yes:
flheseiines_wilLbe.considered_hiah.�riarity andmust.be_checked_once_eyencsixmonths
15. Does this project have gravity sewer lines designed at minimum
Be aware that the Division will not accept installed lines more than 1 O% (latter than
corrected prior to submitting the final engineering certification..
■
slopes?
the minimum slope. Lines installed outside this tolerance should be
FTA 02/03 - Rev. 3 04/05

2
CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
. 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.
Location ID on Map
(self chosen as shown on Name of
map for cross-reference) Waterbody
1 a.
Submi
Applicant's Certification:
County
Waterbody Stream Waterbody
River Basin Index Classification
he 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1, Tom Simpson, attest that this application for Hamorton Place Condominiums 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*demeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25, 000 per violative.
Signing Official Signature
Professional Engineer's Certification:
Date
! attest that this application for Hamorton Place Condominiums has been reviewed by me and is accurate, complete
and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the
best of my knowledge. i further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that i have reviewed this material and have judged it to be consistent with the proposed design. Note: in
accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statemen
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, Brian D. Smith, PE
Professional Engineer Name
2b, Urban Design Partners
Engineering Firm
2c, 1318 Central Ave. Suite E6
Mailing Address
2d. Charlotte
2e. NC 2f. 28205
City State Zip
2g. 704.334,3303 2h, 704,334,3305 2i. brian{d?urbandesi.np
Telephone Facsimile
E-mail Seal, Signature Date
FTA 02I03 - Rev. 3 04/05

4 2008
DENR MRO
rfcce Water Pro ct or

•
(CM
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
March 1, 2007
Ms. Amber Porter
Urban Design Partners
1318 E-6 Central Avenue
Charlotte, NC 28205
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
HAMORTON PLACE CONDOMINIUMS
C-MU# 600-07-532
Dear Ms. Porter:
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Upon completion and acceptance of all necessary sewer lines to serve the subject site, Charlotte -
Mecklenburg Utilities agrees to accept the gravity sewage flow of 3,990 gallons per day (21 residential
units x 190 gpd/unit) from this project for transmission to the Sugar Creek Wastewater Treatment Plant;
NPDES permit number NC0024937, for treatment. This acceptance of flow is based on the existing
capacity of the designated publicly owned treatments works; which is contingent upon final acceptance
and issuance of a discharge permit from the appropriate local, State, or Federal Agency, whichever might
have control. Please see attached basin map.
Upon completion and acceptance of all necessary water mains to serve the subject site, Charlotte -
Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the subject
project is regulated by the State Drinking Water Act Amendments of 1986 and The Water Supply
Management Plan, dated October 2005, (WMSP # 05-01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR. However, C-MU cannot guarantee a constant pressure or
quality of flow. This agreement is also contingent upon approval by the Division of Environment, Health,
and Natural Resources.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions to preclude water or sewer
service to the subject site. However, the applicant should understand that due to the involvement of other
agencies and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the C-MU system is accepted on a first come,
first served basis. If you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

TopoZone - USGS Charlotte East (NC) Topo Map Page 1 of 1
GlrkCJV' , ( t e Y O INA I tAA v-Y 5
0.3 0.6
0.9 1.2 1.5 km
0.2 0.4 0.6 0.8
UTM 17 516875E 3896554N (NAD27)
USGS Charlotte East (NC) Quadrangle
Projection is UTM Zone 17 NAD83 Datum
I G
M_- 7 '134
G=0.107
http://www.topozone.corn/print.asp?lat=35.21365&lon=-8©.81459&size=1&syrnshow=n.., 12/18/2006

TRANSMITTAL
URBAN
DESIGN
PARTNERS
1318 e-6 central avenue P 704.334.3303
charlotte, no 28205 F 704.334.3305
To: NCDENR Date: January 31, 2008
Attn: Dee Browder
610 E. Center Avenue
Mooresville, Nc 28115
Phone: [phone]
Fax: [phone]
Project Name: Hamorton Place
Project No: 06-063
Transmitted Via:
0
Overnight
Courier
Hand
Mail
Fax
Number
Date
Action:
ICI For Approval
© For Your Use
El As Requested
El For Review & Comment
© For Signature
Description
Sewer FTA
Copy of Check $480
Flow Acceptance from CMUD
Topo Map
Operational Agreement
Comments
Please find attached the above described information. I apologize for the confusion
with the past two submittals. I believe everything is in line now.
Thanks,
Amber Porter, El
Cc:

Central Files: APS SWP
02/06/08
Permit Number WQ0032385 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
3990
Facility
Facility Name
Hamorton Place Condominiums
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Hamorton Place One LLC
Dates/Events
Non -Government
Owner Affiliation
Paul Zarbatany
2137 N Sharon Amity Rd
Charlotte NC 28205
Orig Issue
App Received Draft Initiated
10/19/07
Regulated Activities
Apartment complex
Wastewater collection
Outfall NULL
Scheduled
Issuance
Public Notice Issue
Effective Expiration
Re..uested/Received Events
Additional information received
Additional information requested
Additional information requested
Additional information received
11/06/07
12/19/07
02/04/08
Waterbody Name
Stream Index Number Current Class Subbasin