WQ0022993_Regional Office Historical File Pre 2018

- - Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen. H. Sullins, Deputy Director
Division of Water Quality
August 26, 2003
Mr. Barry Shearin, PE
Charlotte -Mecklenburg Utilities
5100 Brookshire Blvd.
Charlotte, North Carolina 28216
Subject: Permit No. W00022993
Charlotte -Mecklenburg Utilities
Clear Creek Pumping Station, Force Main,
and Gravity Sewer
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Shearin:
In accordance with your application received on August 18, 2003, we are forwarding herewith
Permit No. WQ0022993, dated August 26, 2003, to Charlotte -Mecklenburg Utilities 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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.
Sicorki
NCDENR
Mooresville Regional Office Internet http:Ah2o.enr.state.nc.us/
919 N. Main Street, Mooresville, NC 28115 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]

Mr. Barry Shearin
Page 2
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 Charlotte -Mecklenburg Utilities for the construction and operation of approximately 246
linear feet of 12-inch gravity sewer; a 1,000-gallon per minute pump station with duplex pumps, on -site
audible and visual high water alarms, and an on -site generator with automatic transfer switch; as well
as approximately 11,225 linear feet of 12-inch force main to serve as an interceptor line for a residential
subdivision, apartment) condominium units, and a school as part of the Clear Creek Pumping Station,
Force Main, and Gravity Sewer project, with no additional discharge of collected domestic wastewater
into the Charlotte Mecklenburg Utilities' McAlpine Creek WWTP (NPDES No. NC0024970) existing
sewerage system, pursuant to the application received August 18, 2003 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_
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 Sonja Williams at (704)
663-1699.
Sincerely,
etc
for Alan W. KIimek, P.E.
cc: Mecklenburg County Health Department
Mecklenburg County Department of Environmental Protection
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0024970)
Dale Stewart, Land Design, Inc
Scott Hall, Brown and Caldwell
Water Quality Central Files
NDPU Files

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 21- .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 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.

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. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with 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 Main adopted June 1, 2000 as applicable; and other supporting materials, If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy, of_ the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
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 report by telephone to 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.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the 26th day of August, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klima, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0022993

Fast Track Engineering Certification •
Permit No. WQ0022993
August 26, 2003
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 - El Final
I, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, El weekly, El full time) the construction of the Clear Creek Pumping
Station, Force Main, and Gravity Sewer, 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 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
919 N. MAIN STREET
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.

K APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ)
vJ 2cx,ZZZc13
e1. Owner:
'1a. Charlotte -Mecklenburg Utilities
Full Legal Name (company, municipality, HOA, utility, etc.)
Z lb. Mr. Barry Shearin, P.E., Chief Engineer
0
H
▪ 11d. 5100 Brookshire Boulevard
O Street Address
LL
iIf. NC
z
0 11h. [phone]
Telephone Facsimile E-mail
0 2. Project (Facility) Information:
CL - 2a. Clear Creek Pumping Station, Force Main, and Gravity Sewer 2b. Mecklenburg
12
p„ Brief Project Name (permit will refer to this name) 1 County Where Project is Located
_
Q3. Contact Person: _._
Q 3a. Scott A. Hall, P.E., Project Manager, Brown and Caldwell
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
lic. The legal entity who will own this system is:
0 individual [] Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
le. Charlotte
City
lg. 28216
State Zip Code
1i. [phone] 1j. [e-mail]
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 3c. [e-mail]
Phone Number ! E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (I.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is ® Public (skip to Item B(3))
❑ Private (go to Item 2(a))
2a. if private, applicant will be: 12b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (Le. store, church, single office, etc.)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item 8(2b))
❑ Public Utility (instruction 111)
❑ Homeowner Assoc./Developer (Instruction IV)
3. Charlotte -Mecklenburg Utilities
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. McAlpine Creek WWTP
Name of WWTF
5a. Charlotte -Mecklenburg Utilities
Owner of Downstream Sewer
4b. NC0024970
WWTF Permit No.
5b. 12 (Increased from 8") 5c. WQ0010167
Receiving Sewer Size I Permit Number of Downstream Sewer (if known
The origin of this wastewater is (check all that apply):
® Residential Subdivision
® Apartments/Condominiums
0 Mobile Home Park
School
O Restaurant
❑ Office
❑ Car Wash
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
100 % Domestic/Commercial
0 %industrial
0 % Other (specify):
7. Volume of wastewater to be permitted in this project: 0 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
O Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 1 06/03

B. PERMIT
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(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 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(I)(3).
N/A
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
---- - - - -
Size (inches)
12
Length (feet)
246
11,225
ENTER TOTAL LINE LENGTH IN MILES 2.17
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
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 w/telemetry; 4-wet well storage)
Gravity or Force Main
(use the pull down menu)
Gravity
Force Main
Clear Creek
0.6 1,000 @ 216FT 2
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 ❑ No if no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
NOTE: 726 feet of B-inch diameter sanitary sewer will be replaced on the existing Irvins Creek sanitary
sewer with 12-inch diameter sanitary sewer. The Irvins Creek sewer is permitted under
under WQ0010167 issued on 11/30/1994.
.13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ® Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® N/A
PTA 02/03 - Rev. 106/03

K APPLICAT• ION 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 indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)_
Clear Creek
Name of
Waterbody
Clear Creek
1.
County
Mecklenburg
River Basin
Yadkin
Waterbody Stream i Waterbody
Index I Classification
13-17-17 C
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1, Barry Shearin, attest that this application for Clear Creek Pumping Station. Force Main and Gravity Sewer has been
reviewed by me and is accurate and complete to the best of my knowledge. l understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215 6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which, may include a fine not to exceed $10,000
as well as civil penalties up to $25,000 per violation.
1 a.
Signing O' cial Signature
I2. Professional Engineer's Certification:
a3
Date
l attest that this application for Creek Pumping Station. Force Main and Gravity Sewer has been reviewed by us 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. We further attest that to the best of our 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 our
signature and seal signifies that we 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 knowin. y makes
any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeano hich may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Dale C. Stewart, P.E.
Professional Engineer Name
2b. Land Design, Inc.
Engineering Firm
2c. 223 North Graham Street
Address
2d.
City
2g. [phone] 2h.
Telephone
Charlotte 2e NC '2f 28202 1
A
a
�•n -11�-
,,,ma03
c. s`g,1
For Force am and Gravity
[phone] 21. [e-mail]
Facsimile I E-mail
i State j Zip "`"°
Sewer Design Only
Seal, Signature & Date
FTA 02/03 - Rev. 1 06/03

K APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 6
1. Applicant's Certification:
SEE PREVIOUS PAGE
2. Professional Engineer's Certification:
1 attest that this application for Creek Pumping Station, Force Main and Gravity Sewer has been reviewed by us 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. We further attest that to the best of our 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 our
signature and seal signifies that we 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 143-215.68, 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 to $25, 000 per violation.
2a. Scott A. Hall
2b.
--...Prossional Engineer Name
._...---......___.._.._..._._...._____.._..__.....----_
Brown and Caldwell
.1 Engineering Firm
2c. 309 East Morehead Street, Suite 160
Address
2d. Charlotte !2e. NC 2f. 28202
City I State L Zip
.2g. [phone] .2h. [phone] 21. [e-mail]
i Telephone Facsimile L E-mail
01/4
4f�✓
"vl
Sme
For Purr 4tii" 1ation
Design Only
Seal, Signature & Date
FTA 02/03 - Rev. 106/03

08/26/03
Permit Number WQ0022993
Permit Tracking •Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.wiliiams
Permitted Flow
0
Facility
Fast Track
Facility Name
Clear Creek Pumping Station, Force Main, and
Gravity Sewer
Location Address
Owner
Status Project Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Ma]orlMlnor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Charlotte -Mecklenburg Utilities
Dates/Events
Owner Type
Govemment - Municipal
Owner Affiliation
Barry Shearin
5100 Brookshire Boulevard
Charlotte NC 28216
Scheduled
Orig Issue App Received Draft Initiated Issuance
08l18/03
Regulated Activities
Public Notice Issue Effective
Requested/Received Events
Apartment complex
School
Subdivision
Outfall NULL
Additional information requested
Additional information received
Expiration
waterbody Name
Stream Index Number Current Class Subbasin

109 EasE mor,h0ad
Stait0 160
ha.499.9 Nolth (:.,arohna 2S202
B 0 W N A :N D
CALDW. E L: E •
ki
fax:. (704 ) 358- T,705
www, blovina Nicaidwdm
AUG 1 8 2003
August 15, 2003
Ms, Sonya Willia.ms
North Carolina Department of Environment and Natural Resources
Mooresville Regional Office
919 North Main Street
Mooresville., North Carolina 28115
23435-01105
Subject: Clear Creek Pumping Station, .Force Main, and Gravity Sewer
Non -Discharge Permit Application
Dear As, Williams:
Enclosed please find our fast -track, non -discharge permit application for the
above referenced project. Included are two copies of the completed
application, color maps, a $400 check, and a copy of the watershed.
classification form. received from .your office.
If you have any questions regarding the application or require further
information, please do not hesitate to contact me at [phone],
Very truly yours,
BROWN AND CA ..,DWELL
--"SZTOtt A. Hall, P.E.
Project Manager
SA11,jh
Enclosures
P '23435 - LarKirksigii - Gical Cr I'S'WrIenecsl...(104 -N DENR Mooresvilk WC). - Non -Discharge ,App,doc.
t", Tt. ttt tt t et' t°1 t a

JUL.. 9.2003 5:34PM BROWN RND CALDWELL NO.925 P.3/5
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made to this form will result in the application being returned.
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
INSTRUCTXONS:
To determine the classification of the watershed(s) in which the subject project will be located, you are required to
submit this form, with Items 1 through 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 of 2) prior to submittal of tlic application for review. At a minimum, you must
include an 8.5" by I I" copy of the portion of a 7.5-minute USGS Topographic Map that shows the surface waters
immediately downelope of the project. You must identify the location of the project and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy. If the facility is
located in the Nouse River Basin, also include a copy of the soil survey map for the project location. The
corresponding non -discharge application may not be submitted until this form is completed by the appropriate
regional office and included with the submittal,
1. Applicant's name (name of the municipality, corporation, individual, etc.): Charlotte Mecklenburg Utilities
2. Naine and complete address of applicant: Charlotte Mecklenburg Utilities. M100_l3rookshire Boulevard
City: Charlotte State: NC Zip: 28216
Telephone number: 704 399-2221 Facsimile number. [phone]
3. Project name (name of the subdivision, facility or establishment, etc.): Clear Creek Pumping
Station and Force Main.
4. County where project is located:
5. Name(s) of closest surface waters:
6. River basin(s) in which the project is located:
Mccklenb urg_County
Clear Creek
Rocky River fa_ain
7. Topographic map name and date: Mimi lii11/Midland, 1999
8. North Carolina Professional Engineer's seal, signature, and date:
t11tnIN1r,
f` N CAR%41'0
'0
o �SSIp�
1 q
SIM
lin5
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR
Please provide me with the classification(s) of the surface waters, watershed(s), and appropriate river basin(s) where
these activities will occur, as identified on the attached ap segnient•
Naine(s) of surface waters and river basin(~):
Classification(a) (as established by the EMC):
Proposed classification(s), if applicable:
River basin buffer riles, if applicable:
Signature of regional office personnel:
FORM: WSCA 10/99 Page 1 of 2
P:\23435 - LandDcaigri • Cknr Cr PSIWP\cnniU\WSCA 1a99.doc
Date: