WQ0028606_Regional Office Historical File Pre 2018 (3)

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Deportment of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 23, 2005
Mr. Jon Dyer, Public Works Director
Union County
400 North Church Street
Monroe, North Carolina 28112
Subject: Permit No. WQ0028606
Union County
Tarkill Branch Pump station, Outfall and
Forcemain
Wastewater Collection System Extension
Union County, North Carolina
Dear Mr. Dyer:
In accordance with your application received on March 8, 2005, we are forwarding herewith
Permit No. WQ0028606, dated March 23, 2005, to Union County 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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.
This project also includes the abandonment of an existing 250-gpm pump station (Permit No.
WQ0018381) and the construction a 705-gpm pump station at the state line.
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 Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Pax: [phone]
Internet h2o.enr.slate.nc.us Customer Service: 1-877-623-6748
An Equal opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
NorthCarolina
Naturally

Mr. An Dyer
Page 2 •
March 23, 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 Union County for the construction and operation of approximately 82 linear feet of 8-inch
gravity sewer, approximately 4,446 linear feet of 12-inch gravity sewer, approximately 10 linear feet of
16-inch gravity sewer, and approximately 1,640 linear feet of 21-inch gravity sewer; a 705-gallon per
minute pump station with duplex pumps, on -site audible and visual high water alarms, and a on -site
generator with automatic transfer switch; and approximately 3,862 linear feet of 12-inch force main to
serve as an interceptor line as part of the Tarkill Branch Pump Station, ©utfall and Forcemain project,
with no additional discharge of collected domestic wastewater (flow will be permitted in subsequent
permits that connect to this line) into Union County's existing sewerage system, pursuant to the
application received March 8, 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 Union County
Twelve Mile Creek'WVVTP (NPDES No, NC0085359) 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 1503 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 Basinger at
[phone],
Sincerely,
for Alan W. Klimek, P.E.
cc: Union County Health Department
Mooresville Regional Office, Surface Water Protection (tWfTF Permit No. NC0085359)
Jay Banks, McKim and Creed
Surface Water Protection Central Files
Marie Doklovic, 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 1'5A 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 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 1 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 11 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 23`t day of March, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klime[4, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0028606
3

Fait Track Engineering Certification
Permit No. WQ0028606
March 23, 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 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 (E periodically, ❑ weekly, ❑ full time) the construction of the Tarkill Branch Pump
Station, Outfall and Forcemain, Union 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
ATTN: DEE BROWDER
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.

APPLICATION for GRAVITY SEVERS, PUN P STATIONS, AND
PAGE
z
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner,
la. Union Count Deaaartment of Public Works
Full Legal Name (company, municipality, HOA, utility, etc.)
Application Number.
,to be completed by DWQ) 1tV
f Public Works 1b� Jon C. Dyer PE Director,Union Coui� Department ofr.._w.. m.._...___ .�...m u..__
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:
0 Individual 0 Federal (] Municipality State/County El Private Partnership [1' Corporation I ' Other (specify)°
ld. 400 North Church Street
Street Address
11 NC
State
l h. 704-296-4210 1 i. 704 296 4232.
Telephone Facsimile _.._..._
2„ Project (Facility) inform f)on.
1 e. Monroe tt.__....
City
l g. 28112-4804
Zip Code
fond er cn union nc us
Email
2a Tarkill Branch Pump Station, Outfatt; and Forcemain 2b. Union County
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a.
Charlie O Cain, PE, De ii y Direct
Name and Affiliation of Someone
3b. 704-296-4210
Phone Number
ho Can Answer Questions About this .Application
3c, a'cain
o.union.nc.us
1 Project is NJ New 0 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 DI Public (skip to Item B(3)) L] Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose „n
0 Retaining Ownership (i.e. store, church, single office, etc) or
O Leasing units (lots, townhomes, etc. - skip to Item B(3))
O Selling units (lots, townhomes, etc. - go to Stem B(2b))
3, Union Count'
Owner of Wastewater Treatment Fa
Mile Creek WWTP
Name of WWTF _w
Union County
Owner of Downstream Sewer
The origin of this wastewater is
Ej Residential Subdivision
0 Apartments/Condominiums
(] Mobile Home Park
School
E Restaurant
0 Office
0 Public Utility (Instruction III)
0 Homeowner Assoc./Developer (Instruction IV)
colity (W W F) Treating Wastewater From This Project
4b. NC0085359
WVVTF Permit No.
5b. 10FORC E MAIN 5c. WQ0018381
Receiving Sewer Size i Permit Number of Downstream Sewer (if known
heck all that apply):
0 Car Wash
0 Institution
0 Hospital
• Church
O Nursing Horne
O Other (specify):..
7. Volume of wastewater tobepermitted in this project: 0 gallons per day
8 If the permitted flow is zero, indicate why:
Q Interceptor Line - Flow will be permitted is subsequent permits that connect to this line
0 Flaw has already been allocated in Permit No,
El Rehabilitation or replacement of existing sewer with no new flow expected
Domestic1Coan mercia l
% Industrial
`'/o Other (specify):
02./03 - Rev,. 1 06/0:3

APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
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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(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).
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(attach
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10. Summary of Sewer Lines to be Permitted
_.
additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
21
1,640
Gravity
16
10
Gravity
l 12
4,446
Gravity
, 8
82
Gravity
12
3,862
Force Main
ENTER TOTAL LINE LENGTH IN MILES
1.90
Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
L_plans for cross-reference)
Design Flow
(MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator wIATS; 3-
portable generator wltelemetry; 4-wet well storage)
Tarkill Branch
0.864
705 @ 151'
2- Permanent Generator
12. Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and indicate why a
is requested:
SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
• Yes ■ No If no, please
variance
SUBMIT TWO COPIES OF PLANS,
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
0 Yes ® No
• N/A
0 Yes ❑ No • NIA
>> • NIA
0 Yes ■ No
FTA 02/03 - Rev. 1 06/03

FPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
C. STREAM CLASSIFICATION-1
Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
ry). 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:
D 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
ma_ p for cross-reference)
Name of
Waterbody
County
River Basin
Waterbody Stream
Index
Waterbody
Classification
See Attached
Tarkill Branch
Union
Catawba
11-138-3-6
C
See Attached
Cowhorn Branch
Union
Catawba
11-138-3-6-1 C
r—
•
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
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1. Applicant's Certification:
1, Jon C Dyer, PE, attest
been reviewed by me
of this application are
this application package
Statutes 143-215.6A
certification in any application
ell as ci 1 penalties
that this application for Tarkill Branch Pump Station Duffel!
and is accurate and complete to the best of my knowledge.
not completed and that if all required supporting documentation
is subject to being returned as incomplete. Note: In accordance
and 143-215.6B, any person who knowingly makes any false
sh 1 be guilty of a Class 2 misdemeanor which may
up t ,000 per violation.
i .4
Sewer and Forcemain Sewer has
1 understand that if all required parts
and attachments are not included,
with North Carolina General
statement, representation, or
include a fine not to exceed $10,000
1a. -._.
SS- d
L Signing ici 1 Signature ate
by me
these
with
_
2. Professi n Engineer's Certification:
1 attest that this application for Tarkill Branch Pump Station Outfal! Sewer and Forcemain Sewer has been reviewed
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. ! 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
materials under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent
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. JAY D. BANKS, PE
S.t GAR ittimi'��110i
`.`Q,vo ....... 17iv e,,0z.,
: Z�' O�� �9
- : a SEAL
OS
IProfessional Engineer Name
�2b. McKim & Creed
Engineering Firm
2c. 8020 Tower Point Drive
. +
�•'• ..G.N-' �� �•
0.. tjA D.13PC;.`••�
,111.11f11110 3I
Seal, Signature & Date
Address
2d. Charlotte 2e. NC 2f. 28227
City ! State 1 Zip
r1:•
2g. 704-841-2588 ,2h. 704-8412567 �2i. [e-mail]
Telephone I Facsimile E-mail
FTA 02/03 - Rev. 1 06/03

Name: CATWBA NE
Date: 3/3/2005
Scale: 1 inch equals 2000 feet
Location: 034° 58` 05,0 N 080 48' 13,9" WV
Caption: Tarkill Branch Gravity Sewer, Pump Station, and Forcemain
Aaptech, {nc:

Central Files: APS_ SWP
03/22/05
Permit Number WQ0028606
Permit Tracking Slip
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.basinger
Permitted Flow
0
Facility
Fast Track
Status Project Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Facility Name
Tarkill Branch Pump Station, Outfall and
Forcemain
Location Address
Owner
Major/Minor
Minor
Region
Mooresville
County
Union
Facility Contact Affiliation
Owner Name
Union County
Dates/Events
Owner Type
Government - County
Owner Affiliation
John Dyer
400 N Church St ,
Monroe
NC 28111
Scheduled
Orig Issue App Received Draft Initiated Issuance
03/08/05
Regulated Activities
Public Notice Issue
School
Subdivision
Wastewater collection
Outfall NULL
Effective
D3/23hp5
Requested/Received Events
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number
Current Class Subbasin

UNION COUNTY PUBLIC WORKS
400 N. Church Street
Monroe, NC 28112-4804
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, N.C. 2.8115
Attention:
Regarding: Tarkill Sr
We are sending you:
Copies Date
1 3/4/05
1 3/4/05
2/16/05
nch Pump Station, Out -Fall and Forcemain
0 Copy of letter
Other
No.
4007
TRANSMITTAL
4
Plans 1 Prints El Shop Drawings
Description
Original Non Discharge Permit Application
Copy of Non Discharge Permit Application
Check for $400.00 (Application Fee)
These are transmitted as checked below:
For approval P For your use U As requested 0 For review and comments
Remarks:
Sig
Received by:
Date:

NEON COUN Y PUBLIC WORKS
I. Putnam, P.E., ,)ire
August 1, 2007
Ms. Dee Bro °der
NCDENR
Mooresville Regional Office
610 East Center Ave,
Suite 301 Mooresville, NC 281.15
Re: Modification of Pern WQ0030479
Sandy Ridge Elementary School
Transfer of flow from 12 Mile WWTP to McAlpine WWTP
Via TarKill Branch Pump Station '# WQ0028606
Dear Ms. Browde
Union County Public. Works Department wishes to modify- the above mentioned Permit
he 12 Mile WWTP (NC 0085359) to McAlpine WWTP (NC0024970),. Per your previous
Lions, we are sending Flow Acceptance Letters for the above mentioned permit to be
transferred.
If you have any questions please don°t hesitate to call me at 704-296-421.4.
a, P.E.
Public Works Director
led
500 North Main St. Suite 500 • Monroe, NC 281.12-4730 • Phone: [phone] • Fax: [phone]

CHARLOTTE,..
CHARLOTTE-MECKLENBURG
UTILITIES
July 27, 2007
Mr. Peter Brown
Union County Public Works
400 North Church Street
Monroe, NC 28112-4804
SUBJECT: SANDY RIDGE ELEMENTARY SCHOOL
UNION COUNTY TAX PARCEL# 06-210-003A
C-MU TRACKING# 600-07-638
Dear Mr, Brown:
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined:
Charlotte -Mecklenburg Utilities (C-MU) agrees to accept the sewage flow of 1,800 gallons per day (150
students x 10 god/student; cafeteria; no gym) 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.
C-MU does not expect any of the above conditions to preclude sewer service to the subject site.
However, the applicant should understand that due to the involvement of other agencies and continuing
growth of the sewer system, the ability to provide service for future projects cannot be guaranteed nor
reserved. Connection to the C-MU system is accepted on a first come, first served basis. This letter
expires one year from the issued date. If you have any questions, please contact me at [phone].
Sincerely,
62,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
00 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

ard Creek WWTP
unA�ounty Site
C,4u 600-07-638
Charlotte- 14 ecklenburg Utilites
WWTP Service Areas with Basins