WQ0029092_Regional Office Historical File Pre 2018 (3)

Michael F. Easley, Governor
William (1 Ross Jr., Secretary
North Carolina Department of t and Natural Resources
Alan W. Klimek. t'.E, Director
Division of Water Quality
July 20, 2005
Mr. James Justice, Town Manager
Town of Mooresville
P 0 Box 878
Mooresville, North Carolina 28115
Subject: Permit No. WQ0029092
Curtis Pond, Phase 4
Wastewater Collection System Extension
lredell County, North Carolina
Dear Mr, Justice:
In accordance with your application received on July 8, 2005, we are forwarding herewith Permit
No, WQ0029092, dated July 20, 2005, to the Town of Mooresville 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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 2H .0227 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 2H .0200; 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 Cffii w 610 East Center eve. Strr 101
Internet h2o.enr.state.nc,us Customer Service 1-87'7.623-6748
An Equal QpportunityiAffirmalive Action Employer - 50% Recycled/10% Post Consumer Paper
NC 28115 Phone: t704) 663-1699 Fars (7t')4) 663-6040
N I -Caro ina
A7atrrra/Iy

Mr. James Justice
Page 2
July 20, 2005
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 Town of Boiling Springs for the construction and operation of approximately 15,342 linear
feet of 8-inch gravity sewer, as part of the Curtis Pond, Phase 4 project; and the discharge of 108,360
gallons per day of collected domestic Wastewater into the Town of Mooresville's existing sewerage
system, pursuant to the application received July 08, 2005, and in conformity with 15A NCAC 2H .0200;
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 WWTP (NPDES No. NC0046728) prior to being discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a.written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
for Alan W. Klimek, P.E.
cc: Iredell County Health Department
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0046728)
Dan E. Brewer, Chas. H. Sells, Inc.
Surface Water Protection Central Files
Marie ❑oklovic, 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 2H .0200; 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 2H .0227. If an individual
permit is .not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
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 2H .0220, 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 2H .0200; 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 20th day of July, 2005.
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
3

Fast Track Engineering Certification
Permit No. WQ0029092
July 20, 2005
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 permitr regulations or
minimum design criteria,
This
required supi,,
that this certificat
cons"dt red
aiicswved to operate until
tv-id by the Division. Thp
vides proof of receipt by the i +ivisio
ENGINEERS CERTIFICATION
P Partial
Final
GFertift¢r erri 1s
s highly recmended
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (0 periodically, Ej weekly, © full time) the construction of the Curtis Pond, Phase 4,
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 2H .0200; 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,

Consulting Engineers, Surveyors & Photograrnmetrists
April 12, 2006
NCDENR Division of Water Quality
Attn: Dee Browder
610 East Center Avenue
Suite 301
Mooresville, North Carolina 28115
Reference: Permit for Temporary Pump Stations
Permit No. W90029092
Curtis Pond Subdivision Phase 4
Mooresville, North Carolina
Mrs. Browder:
pHs'
FEBVPANES
STEVEN 441 SMITH, P.E
SUSAN E. EASNACHE PE„
MOSE D BUONOCORE„ PE
EHowys NOVELDNO. C P„ RP
A.S5,9BBATO:
DAN E BREWER, P E
C ROSS MASSEE, P E
DAVE, NuBAKER B t. S.
utiPT, ENVIR014PAtItt
Please find attached the permit. application for the temporary pump stations for Curtis Pond
Subdivision, Phase 4. This permit is necessary until the completion of the 42-inch sewer
main extension from the Town of Mooresville Rocky River WWTP. The 42-inch sewer
main is currently 'being designed and permitted through the Town of Mooresville.
If you have any questit-ms or -require additional inlbnnation, please comae
Respectfully submitted,
Chas. H. SethIn
Thon as 0 Jraharn, P
Project Engineer
Attachments
Cc: Mr. Allen McClellan, Mag Land Development
k'erlii91! frivo 0. Suitt' 103 0 ‘loore" '2111 EH; L662-0100 * 'fax: 701.±P62-oWi • w,“„cho,h-rik,o),m
AN \1I L\u,D:o

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: j , ^, 06 `-i b'f�^
(to be completed by DWQ) �J
-A. APPLICATION INFORMATION
1. Owner:
la. Town of Mooresville
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. James Justice I " }A
ee
Signing Official Name and Title (Rla".ase review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c. The legal entity
❑ Individual
ld. P.O. Box 878
who will
• Federal
own this system
►/ Municipality
is:
• State/County ❑ Private
Partnership 0 Corporation 0 Other (specify)_ _-
le. Mooresville
Street Address
City
If. NC
lg. 28115
State
Zip Code
1 h. [phone]
1 i. [phone]
1j.
Telephone
2. Project (Facility) Information:
Facsimile
E-mail
2a. Curtis Pond, Phase 4
2b. Iredell
Brief Project Name (permit will refer to this name)
County Where Project is Located
3. Contact Person:
3a. Dan E. Brewer, P.E. - Chas. H. Sells, Inc. - Senior Associate
Name and Affiliation of Someone Who Can Answer Questions About
this Application
3b. [phone]
3c. [e-mail]
Phone Number
E-mail
B. PERMIT- INFORMATION
1. Project is ® New
• Modification (of an existing permit)
If Modification, Permit No.:
2. Owner is
1/ Public (skip to Item B(3))
■ Private (go
to Item 2(a))
2a.
1f
•
•
•
private, applicant will be:
Retaining Ownership (Le. 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))
2b. If sold, facilities owned by a (must choose or)
❑ Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (instruction IV)
3. Town of Mooresville
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Rocky River WWTP 4b. NC0046728
Name of WWTF
WWTF-Permit No.
5a. Town of Mooresville
5b. 42"
5c.
Owner of Downstream Sewer
Receiving Sewer Size
Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
® Residential Subdivision
■ Apartments/Condominiums
• Mobile Home Park
• School
■
•
•
■
Car Wash
Institution
Hospital
Church
100 % Domestic/Commercial
`J
% Industrial
• Restaurant
•
Nursing Home
c Other (specify):
■ Office
0 Other (specify):/o
7.
Volume of wastewater to be permitted in this project: 108.360 gallons per day
8.
If the permitted flow is zero, indicate why:
• Interceptor Line - Flow will be permitted is 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
FTA 02/03

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
,,
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) 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 approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
301-3 bedroom x 360 gpd = 108,360 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(pull down menu)
8"
15,342
Gravity
Gravity
•
Gravity
Gravity
Gravity
B' PERMIT41INPORMATION4CONTI
Gravity
Gravity
ENTER TOTAL LINE LENGTH IN MILES
2.9
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(as shown on plans)
I Design Flow
! (MGD) _- ------.__--._
Operational Point
GPM TDH
..-_.—�
Power Reliability Option
(dual line feed, permanent generator wIATS,
portable enw/telemet
generator _-.- -__ ry, wet well storage) _
12. Does the
Mains (latest
.. Yes
SUBMIT TWO
sewer
•
COPIES
system
version),
No If
variance
OF
comply with the Minimum
the Gravity Sewer
no, please reference
is requested:
PLANS, SPECIFICATIONS
Design Criteria for
Minimum Design Criteria
the pertinent minimum
OR CALCULATIONS
the Fast Track Permitting of Pump Stations and Force
(latest version) and 15A NCAC 2H .0200 as applicable?
design criteria or regulation and indicate why a
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
1
►/
0
Yes
Yes
Yes
•
0
❑
No
No
No
►il
•
■
NIA
N/A
N/A
FTA 02/03

-TRACK APPLICAT ON for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
1 Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
0 regional office (see instructions for addresses) OR indicate the following:
LJ 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 Name of Waterbody Stream Waterbody
on Map Waterbody County River Basin Index Classification
1 Rocky River Iredell Yadkin 12-108-11
2
Dye Creek Iredell Yadkin 13-17-2
Submit the 8,5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided! i
. Applicant's Certification,
1, James Justice, attest that this application for Curtis Pond, Phase 4 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 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 143-215.68, 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 exceed $10,000
as well as civil penalties up,,tp $25, 000 per violation.
la.
Sig icial Signature
2. Pr ssional Engineers Ce c tion:
-2 5-
51
Date
1 attest that this application for Curtis Pond Phase 4 has been reviewed by me and is
accurate, complete and consistent with the information in the engineenng plans, calculations, and all other supporting
documentation to the best of my knowledge 1 further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials under my
signature and seal signifies that have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes 143-215,6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Dan E. Brewer, P.E.
Professional Engineer Name
2b Chas. H, Sells, Inc.
Engineering Firm
2c, 128 Overhill Drive, Suite 105
Address
2d. Mooresville 2e. NC 2f, 28117
City State Zip
2g, [phone] 2h. [phone] 2i. dbrewergchashsells.com
Telephone Facsimile E-mail
Seal, Signature & Date
FTA 02/03

Permit Number WQ0029092
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
dee.browder
Permitted Flow
108360
Facility
Central Files: APS SWP
07/20/05
Permit Tracking Slip
Status
Active
Version •
1.00
Project Type
'New Project
Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Curtis Pond, Phase 4
Location Address
Owner
Major/Minor
Minor
Region
'Mooresville
County
Iredell
Facility Contact Affiliation
Owner Name
Town of Mooresville
Dates/Events
Qrig Issue
07/20/05
Scheduled
App Received Draft Initiated Issuance
07/08/05
Regulated Activities
Owner Type
Government- Municipal
Owner Affiliation
James
.PO Box.878
Mooresville
Justice, 'Manager Town
NC 281150878
Public Notice Issue Effective
07/20/05 07120/05
Subdivision
Wastewater collection
Outfall NULL
Requested/Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

1
;.r
ORNELIUS)
4854 !V NE
SCALE 1:24 000
0
2000 3000 4000 5000
r sir
518
6000 7000 FEET
1 •)4ILE
(TV (
520
J
`1!
IINTERIOR—GEOLO
521
Primary highway,
hard surface......_._
ROAI

TOWN OF
MOORESVILLE
PLANNING &
ENGINEERING
DEPARTMENT
June 30, 2005
Chas H. Sells, Inc.
Mr. Steve Bailey
128 Overhill Dr., Suite 105
Mooresville, NC 28117
of 11004.6.
.k+ ,�co. $S-
Ir
88V1 t.%. I
Re: Curtis Pond Phase IV 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
ID# 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 108,360 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.
Sincerel
erek Slocum,
Civil Engineer
CC: Richard McMillan, PE Director of Engineering

NCDENR, Division of Water Quality
919 N. Main Street
Mooresville, NC 28115
JUL 0 8 2005
Reference: Fast -Track Application Package
Curtis Pond Phase 4
Mooresville, North Carolina
IA) ko 21,
Ladies and Gentlemen:
-17o
ef>
Consulting EngineerS, Surveyors & PhotegrarlinletriSte
July 7, 2005
iiEPT„ OF ENV' 4-4444t44i,
OFFICr.
Please find attached one copy and one original application titled "Fast -Track Application for
Gravity Sewers, Pump Stations and Force Mains" for the above referenced project. Also included
in the package is a check for $400 for application fee, two copies of the flow acceptance letter and
an 8.5-inch by 11-inch quad map.
If you have any questions or require additional information, please contact us.
Respectfully submitted:,
Chas. H. Sells, Inc.
Steven L. Bailey
Project Manager
Cc: Alan McClellan, MAG Land Developers, LLC
1,2T; Hy:, • 11\ 28117 h.,,k 70.1.,i4,2_00oy 701,002,0 •
\ 0111'1.1j'rl'IL \

Permit Number
0029092 Permit Tracking Slip
11/14/06
Program Category
Non -discharge
Permit Type Fast Track
Status Project Type
Active Major modification
Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.20
Extensions
Primary Reviewer Permi
dee.browder
Permitted Flow
108360
Facility
Facility Name
Curtis Pond, Phase 4
Location Address
Owner
Owner Name
Mag Land Development LLC
vents
on
Permit Classification
Individual
Affiliation
Major/Minor Region
Minor Mooresville
County
iredell
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Allan McClellan
2725 Westinghouse Blvd
Charlotte NC 28273
CEng Issue App Received Draft Initiated
07/20/05 11/13/06
R.equiated Acti
Subdivision
Wastewater collection
O'u tfa l l NULL
Scheduled
Issuance
Public Notice Issue Effective
11/14/06 11/14/06
R
Addutional inforrraai'ior reo tested
Additional Information received
Expiration
VVaterbody Name
Stream Index Number Current Class Subbasin