WQ0022279_Regional Office Historical File Pre 2018

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oC �Ar�'74G
May 7, 2007
Mr. Mike Shea, Land Development Manager
Shea Homes LLC
3436 Toringdon Way
Suite 100
Charlotte, NC 28277
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Subject: Permit No. WQ0022279 Modification
Riviera
Wastewater Collection System Extension
C-MU TRACKING #600-07-524
Mecklenburg County, North Carolina
Dear Mr. Shea,
In accordance with your complete application received on April 16, 2007, we are forwarding
herewith Permit No. WQ0022279, dated May 7, 2007 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rescinded, and shall be subject to the conditions and limitations as specified therein.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
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Phone: [phone] Fax: [phone]
On
e NCaro ina
:Natural/

Mr. Shea
Page 2
May 7, 2007
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Shea Homes, LLC for the construction and operation of approximately 5,426 linear feet of 8-
inch gravity sewer and the discharge of 49,700 gallons per day of collected domestic wastewater into
the Charlotte Mecklenburg Utilities existing sewerage system, pursuant to the application received April
16, 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.
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.
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.
Sincerely,,
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, Gravity Sewer Permit File
Bryan Metzler, Turnbull Sigmon Design
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 documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside 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 7th day of May, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-7 /
for Alan W. Klimek, P"E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0022279 Modification
3

Fast
Track Engineering Certification
Permit No. WQ0022279 Modification
May 7, 2007
Owner
Mike Shea, Land Dev. Mng.
Shea Homes, LLC
3436 Toringdon Way
Suite 100
Charlotte, NC 28277
WWTPIWQCS
Steve Miller
CMU
5100 Brookshire Blvd.
Charlotte, NC 28216
PE
Bryan Metzler
Turnbull Sigmon Design
1001 Morehead Square Drive
Charlotte, NC 28202
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
I, , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Rivera, 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.

prOF NORTH CAROLINA
TY OF MECKLENBURG Permit No.
OPERATIONAL AGREEVIENT
This AGREEMENT made pursuant to G.S. 143-215.1 (di) and entered into this day of
by and between the North Carolina Environmental Management
Commiss
y of the State of North Carolina, hereinafter known as the COMMISSION; and
teLt" a corporation/general partnership registered/licensed to do business in the State
ofNorth C ..rolina, hereinafter known as the DEVELOPER.
WITNESSETFL
The DEVELOPER is the owner of the certain lands lying iri Mecklenburg County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Riviera (hereinafter the Development).
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater treatment
works, and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposal to serve
the Development on said lands..
The DEVELOPER has applied. to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and operate the Disposal System.
The D.EVELOPER has created or shall create unit ownership in said dwellings units, other improvement.
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant .to Chapter
47C of the North Carolina General. Statutes,
5, The DEVELOPER has caused to be formed or will cause to be fanned at the time of filing of the
Declaration, the go.ii(eifo,- AS4d07 (hereinafter
Association), a non-profit corporation organized dndexisting under and by the virtue of the laws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operati.ng, maintaining, re -constructing and repairing the common elements of the
lands and improvements subject to unit ownership, including the Disposal System; and of collecting dues
and assessments to provide funds for such operation, maintenance, re -construction and repair.
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 ofthe State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the par es
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1. The DEVELOPER shall construct 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 DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of
the Division of Water Quality has inspected and approved of the facilities. In order to change the name of
the permit holder, the DEVELOPER must request that the permit be reissued to the Association. The
request must include a copy of the Association Bylaws and Declaration.
1 The DEVELOPER 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
DEVELOPER's successor.
FORM: DEV 1.0/99 Page 1 of 2

5.
app
urtenances thereto are part of the common elerne.nts 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
treatm.ent, 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,
The DEVELOPER 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 funds allocated for the facility and
shall be part of the yearly budget.
In the event the common expense allocation and separate fund 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 provide that such special assessments can be made as
necessary at any time.
7. 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 DEVELOPER shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as 'much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the Association to enter into voluntary dissolution without having made adequate provision for the
continued, proper maintenance, repair and operation of its Disposal System, the DEVELOPER shall
provide in the Association Bylaws that the Association shall not enter into voluntary dissolution without
first having transferred its said system and facilities to some person, corporation or other entity acceptable
to and approved by the COMMISSION by the issuance of a permit.
9. The agreements set forth in numbered paragraphs 1,, 2, 3, 4., 5, 6, 7, and $ above shall be conditions of any
permit issued by the COMMISSION to the DEVELOPER for the construction, maintenance,. repair and
operation of the Disposal System.
10. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the .Declarationis
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 ofthe parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT C9MMISSION
Gregory J. Thorpe, Ph,ating Director
Division of Water Quality
Name of DEVELOPER
(Signature)
M 111(ACI LCA
Print Name and Title
FORM: DEV 10/99
Page 2 of 2

rtNumber WQ0022279 Permit Tracking Slip
Central Files: APS SWP
05/07/07
Program Category Status
Non -discharge Active
Project Type
Major modification
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.10 Individual
Extensions
Primary Reviewer
dee.browder
Permitted Flow
49700
Facility
Permit Contact Affiliation
Facility Name Major/Minor Region
Riviera Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name Owner Type
Shea Homes LLC Non -Government
Owner Affiliation
Mike Shea
7401 Carmel Executive Park
Charlotte NC 28226
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
02/27/03 05/07/07 05/07/07 05/07/07
Regulated Activities Requested/Received Events
Subdivision Additional information received
Additional information requested
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

FAST-TRACIC APPLICATION for GRAVITY SE"yl ERS, PUMI' STATIONS, AND FORCE MAINS
PAGE 3
z
9
0
LL
Z
z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner:
la, Shea mes LLC
Full Legal Name (company, municipality, HOA, u
1 b. Mike Shea Land Development Manager__
y. et'
Appltcatton Number
(to be completed by DWQ)
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal 0 Municipality 0 State/County
ld. 3436 Toringdon Way Suite 100
Mailing Address
1f. NC
State
1 h. 704-602-3322 1 i.
Telephone
2. Project (Facility) Information:
2a. Riviera
Brief Project Name (permit
3. Contact Person.
3a. Andre Lennon
Name and Affiiia
3b. 704-529-6500 ext
Phone Number
704
Private Partnership 0 Corporation ❑ Other (specify):
1 e. Charlotte
City
1g, 28277
Zip Code
43 27 1 j. mike.sheasheahomes com
Facsim
er to this name)
ho Can Answer Quest
1. Project is ❑ New ® Modification (of an existing permit)
E-mail
2b. Mecklenburg
County Where Project is Located
Turnbull Sigmon Design
ions About this Application
3c, [e-mail]
E-mail
If Modification, Permit No.: WQ0022279
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. adding another
phase, changing line sizeilength, etc.). Only Include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit,
2. Owner is 0 Public (skip to Item 8(3)) Private (go to Item 2(a))
2a. If private, applicant will be: 2b, If sold, facilities owned by a (mu
house one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or 0 Public Utility (Instruction I11)
0 Leasing units (lots, townhomes, etc. - skip to Item 8(3)) 0 Homeowner Assoc./Developer (Instruction IV)
Mf Selling units (lots, townhomes, etc. - go to Item 8(2b))
Charlotte Mecklenburg Utilities
Owner of Wastewater Treatment Facility (WWTF) Treating
4a. McAlpine Creek Wastewater Treatment Plant
0; Name of WWTF
LII 5a. Shea Homes fib. Gr
Owner of Downstream Sewer Receiving Sewer Size :0 Force
6. The origin of this wastewater is (check aft that apply):
Residential Subdivision 0 Car Wash
0 Apartments/Condominiums ❑ Institution
0 Mobile Home Park ❑ Hospital
0 School ❑ Church
0 Restaurant ❑ Nursing Home
0 Office 0 Other (specify):
7, Volume of wastewater to be allocated for thiis particular project: 2,960 gallons per day
*Do not include previously permftted allocations
er From This Proj
4b. NC0024970
WWTF Permit No,
Permit Number of Downstream Sewer (if known
% Domestic/Commercial
% industrial
D/© 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
FTA 02/03 -'Rev. 3 04/05

FAST -TRACK APP1ICAT1ON fo;RAV 'Y SE" WERS, PUMP STA"F!ONS, ORCE MAINS PAGE 4
0
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(1)(3).
(2) Swim Clubs = 296 people x 10gpg/person = 2960 gpd.
10. Summary of Sewer Lines t be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
h°t44 2,634
VAL
ENTER TOTAL LINE LENGTH IN MILES
Summary of Pump Stations to be Permitted (attach additional sheets as
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 w/ATS; 3-
plans for cross-reference) (MGD) GPM TDH portable generator wftelemetry; 4-wet welt 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 0 No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance Is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
Have the toliowing permits/certifications been submitted for approval?
Wetland/Stream Crossings General Permit or 401 Certification? D Yes D No NIA
Yes LJ No EIj N/A
Yes 0 No El N/A
Sedimentation and Erosion Control Plan?
Stormwater?
14. Does this project involve aerial lines or siphons? Check if yes: El
These lures will be considered high ortori'ty and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes?
Be aware that the Division will not accept installed lures more than 10% flatter than the minimu
corrected prior to submitting the final engineering certification_
to
Lines installed outside this tolerance should be
FTA 02/03 - Rev. 3 04/05

RACK APPLICATION for GRA'M'LT'i' S 4 ERS, Piif P STATIONS, AND FORCE MAINS PAGE 5
z
e the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)tt 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,
0 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
map for cross-reference)
1a
Name of Waterbody Stream Waterbody
Waterbody County River Basin Index Classification
Submit the 8.5" x 1 1" 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 PROJECT NAME
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required
parts of this application are not completed and that if a!I 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 pup to $25,000 per violation,
.l�
Signing OfficiaSignature
Professional Engineer's Certification:
00 1-
Date
I attest that this application for 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, 20O0 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 matenais under my signature and seal
signifies that I have reviewed this material and have judged it to be consistent with the proposed design. Not: In
accordance with NC General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false statement,
representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
mw
exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a, Bryan C. Metzler, PE
Professional Engineer Name
2b. Turnbull Sigmon Design
Engineering Firm
2c, 1001 Morehead Square Drive
Mailing Address
2d, Charlotte
City
2e, NC 2f, 28202
State Zip
2g. 704-526-6500 2h. 704-522-0822 2i. [e-mail]
Telephone Facsimile E-mail
ignature & Date
FTA 02//0.
Rev. 3 04/05

MAR 1 52007

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
February 23, 2007
Mr. Brian Metzler
Turnbull • Sigmon Design
1001 Morehead'Square Drive
Suite 530
Charlotte, NC 28203
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
RIVIERA PHASE I & II SWIM CLUBS
C-MU TRACKING #600-07-524
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, Charlotte -Mecklenburg Utilities agrees to
accept the gravity sewage flow of 2,960 gallons per day (296 people (swim club) x 10 gpd/person) from
this project for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number
NC0024970, for treatment. This acceptance of flow is based on the existing capacity of 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, (WSMP # 05-01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utilities 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 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 Charlotte -Mecklenburg Utilities system is
accepted on a first come, first served basis. If you have any questions, you may contact me at (704) 391-
5129.
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

'Weddington; NC,SC'; Scale. 1" t 0.370i #1 610 It ,000Ft, 1

Fast Track Engineering Certification
Permit No. WQ0022279 Modification
May 7, 2007
Owner
Mike Shea, Land Dev. Mng.
Shea Homes, LLC
3436 Toringdon Way
Suite 100
Charlotte, NC 28277
VWVfPNVQCS
Steve Miller
CMU
5100 Brookshire Blvd.
Charlotte, NC 28216
PE
Bryan Metzler
Turnbull Sigrnon Design
1001 Morehead Square Drive
Charlotte, NC 28202
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial
❑ Final
1, ?Q-1k P'l _ tL .L , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, rekeekly, ❑ full time) the construction of Rivera, 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.

November .3, 2008
Attn: Dee Browder
Mooresville Regional Office
SurfaceWater Protection
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Re: Riviera As-Buils
Turnbull Sigmon Desi
Variance Request
Dear Mrs. Browder:
402-h60
The following correspondence has been prepared to request a variance on the following
sections of gravity sanitary sewer pipe installed at Riviera:
Sewer pipe from MH 2 to MH 3 does not meet the requirement for 0.40 % slope.
The sewer has a slope of 0,385 .
Hydraulic calculations for slope and surge for the necessary line is attached to this
submittal to verify that these items do fall within the design requirements of NCDENR.
If you have any questions or if you require any additional infornnation, please contact me
at (704)-529-6500,
Thank yo
Bryan C. Metzler, PE
Turnbull Sigmon Design

Riviera `Phase
JOB NO.:
05-079
BY:
Bens
DATE: Yx/3/o8
REVISED:
P.M.:
BCM
Tlurmi uli Sigman Design,
1001 Morehead Square pr., Suite 53g
tharlatte', North Caioltna 28203
Capacity Analysis ..
1Vlannings Equation:
The following calculations apply the Manning's formula to determine the carrying capacity and velocity
for gravity sanitary sewer pipes when flowing full.
Manning's equation:
where:
Q = 1.486/n x A x RA2/3 x SA.5
Q : V*A
V = 1.486/n x RA2/3 x SA.5
R = A/P
P = 3.14 x d (full flow)
A=3.14r^2
Q = carrying capacity
V = velocity (ft/sec)
R = hydraulic radius (ft)
n = Manning roughness coefficient
S = slope (ft/ft)
A = cross -sectional area of pipe
C = 1.486
r = radius
d (inches) Slope
Pipe Run
Diameter
(ink
Slope
, (°lo)
Q
'(6041': 1
. Q
(ft3lsec)
V
.ftIsec}_ `
-tn
R-
A
8"
8
0.385%
484,394
0.75
2.15
0.013
0.167
0.349
2.093
•
Page 1 of 1

Fast Track Engineering Certification
Permit No. WQ0022279 Modification
May 7, 2007
Owner
Mike Shea, Land Dev. Mng.
Shea Homes, LLC
3436 Toringdon Way
Suite 100
Charlotte, NC 28277
WWTPiWQCS
Steve Miller
CMU
5100 Brookshire Blvd.
Charlotte, NC 28216
PE
Bryan Metzler
Turnbull Sigmon Design
1001 Morehead Square Drive
Charlotte, NC 28202
Complete and submit this form to the permit issuing regional office with the following:
▪ One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
• generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
hat this certification be sent in a manner that provides proof of receipt by the Division
v�I 4019i.91 L 1'7
fel," S, S. 41
b.kram., trk$ `Partial ❑ Final
1.11246.344C....MISIW30,.as a dul a istered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically 4.weekly, ❑ full time) the construction of Rivera, a Mecklenburg County
project for the Permittee, hereby state the', 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:
ENGINEER'S CERTIFICATION
$Q0.01.44aas
-
Sit
1b-��a
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.