WQ0029092_Regional Office Historical File Pre 2018

Michaer F, Easley, Governor
William Cr. Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.R. Director
Division of Water Quality
November 14, 2006
Glenn Garris, Manager
MAG Land Development
2725 Westinghouse Boulevard
Charlotte, NC 28273
Subject: Permit No, WQ0029092 Modification
MAG Land Development
Curtis Pond Subdivision Phase 4
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr, Garris,
In accordance with your application received on October 23, 2006, we are forwarding herewith
Permit No. WQ0029092, dated November 14, 2006, to MAG Land Development for the construction
and operation of the subject wastewater collection system extension. This permit shall be effective from
the date of issuance until rescinded, shall supercede original Permit No, WQ0029092 issued July 20,
2005, 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
internet: www„ncmwaterquality,org Customer Service: 1-877-6.23-6748
Paper
Onc
NAthCarolina
Aaturally
Mooresville, NC 28195 Phone [phone] Fax: [phone]
An Equal Opportunity/Affirmative Action Employer —50% Recycled/10% Post Consumer

Mr. Garris
Page 2
November 14, 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 the MAG Land Development for the construction and operation of approximately 15,342
linear feet of 8-inch gravity sewer, 1,290 linear feet of 2-inch force main, 1,330 linear feet of 4-inch force
main, 1,660 linear feet of 4-inch force main, a 20 gallon per minute pump station (with duplex pumps,
on site audible and visual high water alarms, and a portable generator receptacle with telemetry), a 95
gallon per minute pump station (with duplex pumps, on site audible and visual high water alarms, and a
portable generator receptacle with telemetry), a 83 gallon per minute pump station (with duplex pumps,
on -site audible and visual high water alarms, and a permanent generator with/ATS), and the discharge
of 108,360 gallons per day of domestic wastewater into the Town of Mooresville existing sewerage
system, pursuant to the application received October 22, 2006, 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 Town of
Mooresville Rocky River WVVTP (NPDES Permit No. NC0046728) 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,
frelae:47./
for Alan W. Klimek, P.E.`
cc: Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0046728)
Dan Brewer, Chase Sells, Inc.
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 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 14 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 WQ0029092 Modification
3

Fast Track Engineering Certification
Permit No. WQ0029092 Modification
November 14, 2006
MAG Land Company
2725 Westinghouse Blvd.
Charlotte, NC 28273
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 Curtis Pond Subdivision, Phase 4, a
Iredell 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.

piNORTH CAROLINA
Y OF Iredell
Permit No. b(X) �� D 7' 2-f-'f v
DEVELOPER'S OPERATIONAL AGREEMENT
This A REEMENT ade pursuant to G.S. 143-215.1 (di) and entered into this day of
rr--1 c0o-C., by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
MagIand Development LLC , a corporation/general partnership registered/licensed to
do business in the State of North Carolina, hereinafter known as the DEVELOPER.
WITNES SETH:
1. The DEVELOPER is the owner of the certain lands lying in Iredell County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known
as Curtis Pond Subdivision, Phase 3 (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.
3. 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.
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improvements
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C or 47F of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the
Declaration, the Curtis Pond Homeowner's Association (hereinafter
Association), a non-profit corporation organized and existing under and by the virtue of the Iaws of the
State of North Carolina, for the purpose, among others, of handling the property, affairs and business of
the Development; of operating, 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.
6. 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 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.
3. 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 02/03 Page 1 of 2

0,,,,
EVELOPER 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.
5. 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.
6. 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.
8. 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 8 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 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 THE ENVIRONMENTAL
MANAGEMENT COMMISSION
WaW
e/&4"
Alan W. Klimek, .E., Director
Division of Water Quality
ltf06
(D ) (Date)
Magland Development LLC
Name of a LOPER
By:
(Signature
Me- Mc 0
Print Name and Title
Sit 8 f o6
FORM: DEV 02/03 Page 2 of 2

Permit Number WQ0029092
Central Files: APS SWP
11/14/06
Permit Tracking Slip
Program Category Status
Non -discharge Active
Project Type
Major modification
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.20 Individual
Extensions __
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
108360
Facility
Facility Name
Curtis Pond, Phase 4
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Iredell
Facility Contact Affiliation
Owner Name Owner Type
Mag Land Development LLC Non -Government
Owner Affiliation
Allan McClellan
2725 Westinghouse Blvd
Charlotte NC 28273
. Dates/Events
orig Issue App Received Draft Initiated
07/20/05 11 /13106
Scheduled
Issuance
Public Notice Issue Effective
in 4/06 11/14/06
Regulated Activities Requested/Received Events
Subdivision
Wastewater collection
Outfall NULL
Additional information requested
Additional Information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasln

CK APPLICATION for GRAV
ER
PAGE 3
9
z
PUMP STATIONS, AND FORCE MAINS
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner:
la, MagLand Development -
Full Legal Name (company, municipality HOA, utility„ etc.)
lb Glenn Gams, Manager
Signing Official Name and Title (Please review 15A NCAC 2H ,M20$(b) for authorized signing of lciaisl)
lc. The legal entity who will own this system is:
© Individual DI Federal i' Municipality 0 State/County 0 Private Partnership © Corporation
Application Number:
(to be completed by DWQ)
Id. 2725 Westinghouse Blvd,
Mailing Address
!f. North Carolina
State
1 h. 704-587-0123
Telephone Facsi
2. Project (Facility) Information:
2a, Curtis Pond Subdivision Phase 4
Brief Project Name (permit will refer to
3, Contact Persona
3a.
Name and Affiliation o
le
his name'
le, Charlotte
City
l g. 28273
Zip Code
E-mail
0 Other (specify).
2b, Iredell
County Where Project is Located
o Can Answer Questions About this Application
3c.
Phone Number E-mail
Project is 0New Mo ditication of an existing permit) If Modification, Permit No.: WQ 2 2
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e., adding another
phase, changing line sizellength, 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, my Owner is ® (skip to I Publicitem B(3)) © . _. o
Privatte (go to Item 2(a))
2a. If private, applicant mill be:
d Retaining Ownership (i.e, store, church, single office, etc) or
© Leasing units (lots, townhomes, etc. skip to Item B(3))
0 0 Selling units (lots, townhomes, etc. - go to Item 13(2b))
3. Town of Mooresville
Owner of Wastewater Treatment Facili
0
i1
F
a. Town of Mooresville b. 8 !'' Gravity
Owner of Downstream Sewer ;Receiving Sewer Size :0 Force Main
The origin of this wastewater is (check all that apply),
Residential Subdivision
0 Apartments/Condominiums
Q Mobile Home Park
o School
O Restaurant
El Office
Car Wash
0 Institution
Hospital
O Church
O Nursing Home
© Other (specify):
2b. If sold, facilities owned by a (must choose one)
© Public Utility (instruction HI)
0 Homeowner Assoc./Developer (Instruction IV)
F) Treating Wastewater From This Project
4b. WQCS00043
WWTF Permit No,
WQ0023127
Volume of wastewater to be allocated for this particular project: © gallons
*Do not include previously permitted allocations
day
100 % Domestic/Commercial
% Industrial
% Other (specify):
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. WQ0023127
© Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev.

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(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
Pump Station #1: 19 Tots X 360 GPDliot = 6840 GPD
Pump Station #2: 146 lots X 360 GPD/lot = 52560 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
4
1660
Force Main
16/13 .- - tom=
/0�
ENTER TOTAL LINE LENGTH IN MILES
0.314
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID 1
(self chosen - as shown on I Design Flow
plans for cross-reference) 1 (MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w1ATS; 3-
portable generator wltelemetry; 4-wet well storage)
Pump Station #3 1 0.01968
85 @ 107.85
3
I
12. Does the sewer system comply with the Minimum
Mains (latest version), the Gravity Sewer
Design Criteria for the Fast Track Permitting of Pump Stations and Force
Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
the pertinent minimum design criteria or regulation and indicate why a
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
WITH YOUR APPLICATION
►I Yes • No If no, please reference
variance is requested.
PERTINENT TO THE VARIANCE
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
❑ Yes • No ►i N/A
® Yes • No • N/A
® Yes ■ No ■ N/A
14. Does this project involve aerial lines or siphons?
'Ihere_llaes_wilLbe_c nslderedBah nriodtxandmust.be checked_once
15. Does this project have gravity sewer lines designed
Be aware that the Division will not accept installed lines more
corrected prior to submitting the final engineering certification..
Check if yes:
eve[v_six.months
■
at minimum
than 10% flatter than
slopes? ■
installed outside this tolerance should be
the minimum slope. Lines
FTA 02/03 - Rev. 3 04/05

Z
0
0
w
1—
z
ACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE', 5
1 Use the Division's guidance document entitled, 'DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary)., This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR ndicate the following:
E A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
El, A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option, for any pump station near a Ciass C down slope waterbody,
Location ID on Map
(self chosen - as shown on Name of
map for cross-reference) Waterbody
la.
Signing Official Signature
.2, Professional Engineer's Certification:
County
Waterbody Stream Waterbody
River Basin Index Classification
Submit the €1 " x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification.
41,141,
r, , attest that this application for Curtis Pond Subdivision Phase 4 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 inconlpiete. 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
appficatio be guilty of a Class 2 misdemeanor which may include a fine not to exceed 510,000 as well as civil
penalties/4o $25,00f per violation
Date
attest that this application for Curtis Pond Subdivision Phase 3 Temporary Pump Station has been reviewed by rne.
and is accurate, complete and consistent with the information in the engineering plans, calculations,and alt other
supporting documentation to the best of iny 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 seat .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 /4.3-215.6A 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 510,000 as well as civil penalties up to $25„000 per violation,
2a, Dan C. Brewer
Professional Engineer Name
2b. Chas. H„ Sells, Inc.
Engineering Firm
2c, 128 Overhill Drive, Suite 105
Mailing Address
2d, Mooresville 2e, NC 2f, 28117
City State Zip
2g. 704-662-0100 2h, 704-662-0101 2i. dbrewer@chashsells,com
;
75
Telephone Facsimile E-mail
Seal, Signature & Date
Fr A 02103 Rtn. 3 4105

TOWN OF
NMOORESVILLE
PLANNING &
ENGINEERING
DEPARTMENT
May 4, 2005
Chas H. Sells, Inc.
Mr. Steve Bailey
128 Overhill Dr., Suite 105
Mooresville, NC 28117
Re: Curtis Pond Phase III Flow Acceptance Letter
Mr. Bailey:
Derek Slocum, El
Civil Engineer
Town of Mooresville
P. O_ Box 878
Mooresville, NC 28115
[phone]
Fax [phone]
The Mooresville Town Board had previously approved the above -referenced project and agreed to
provide potable water service to and accept the sewer flow from the proposed residential project.
The Town of Mooresville's Water System Management Plan submitted approximately July 30,
2000, was approved and assigned WSMP No. 00-01958. Mooresville's Water Filter Plant PWS
1D# is 01-49-015. Both water and sewer systems are owned and maintained by the Town of
Mooresville. Wastewater will be treated by the Town of Mooresville's Rocky River WWTP, NPDES
Permit No. NC0046728. This project's expected input into the WWTP is 44,460 gpd.
It is your responsibility, as the engineer of record, to certify to the State that construction has been
completed in accordance with the approved plans and specs. The Town will conduct periodic
inspections during construction and will hold a final inspection prior to accepting the waterlines and
sanitary sewer system into the Town's system. Two reproducible (mylar) copies of the "As -Built"
drawings, on CD (compact disc) format, along with your engineer's certification are required to be
submitted to this office prior to acceptance by the Town Of Mooresville.
We look forward to working with you on this project. CaII me at [phone] if you have
questions.
Since
Derek Slocum, El
Civil Engineer
CC: Richard McMillan, PE Director of Engineering

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