WQ0028952_Regional Office Historical File Pre 2018 (2)

rF9
Mr. Jon Dyer, Public Works Director
Union County
400 North Church Street
Monroe, North Carolina 28112
Dear Mr. Dyer:
Michael F. Easley. Governor
William G. Ross Jr.. Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek. P.E. Director
Division of Water Quality
June 17, 2005
Subject: Permit No. WQ0028952
Union County
Wal-Mart # 5062-00 (Public Portion)
Wastewater Collection System Extension
Union County, North Carolina
In accordance with your application received on June 2, 2005, we are forwarding herewith
Permit No. WQ0028952, dated June 17, 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issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.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.
•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 6t0 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet h2o.enr.state.nc.us Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
or1°`thCaro Nn,
Naturally

Mr. Jon Dyer
Page 2
June 17. 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 183 linear feet of 8-inch
gravity sewer to serve as an interceptor line as part of the Wal-Mart # 5062-00 (Public Portion) project,
and the discharge of 0 gallons per day 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 June 2, 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 Charlotte
Mecklenburg Utilities McAlpine Creek WVVTP (NPDES No. 'NC0024970) prior to being discharged into
the receiving stream.
This permit shall become voidable unless the agreement between Union County and Charlotte
Mecklenburg Utilities for the collection and final treatment of wastewater is in full force and effect.
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. Klimerc, P.E.
cc: "Union County Health Department
Mecklenburg County Health Department
Mecklenburg Water Quality Program
Mooresville Regional Office, Surface Water Protection (WVVfF Permit No. NC0024970)
Scott Stannard, Freeland and Kauffman, Inc.
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 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

I
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 .020Q; 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

I
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 17th day of June, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klinaei<, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0028952
3

rFast
Track Engineering Certification
Permit No. WQ0028952
June 17, 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
❑ 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 the Wal-Mart # 5062-00
(Public Portion), 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
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.

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
1
B. PERMIT INFORMATION (CONTINUED)
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 supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
li
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
8°
183
Gravity
ENTER TOTAL LINE LENGTH IN MILES
0.03
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
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)
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. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
WetlandlStream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
® N/A
■ Yes ■ No
@ Yes 0 No • NIA
® Yes • No ■ N/A
Does this project involve aerial lines or siphons? Check if yes:
littes_�ilLb�sansideied�ichnriontand mustb€ctreLked�nce m event sixflnths
IIae
h14.
15. Does this project have gravity sewer lines designed at minimum
Be aware that the Division will not accept installed lines more than 10% flatter than
corrected prior to submitting the final engineering certification..
slopes? 0
installed outside this tolerance should be
the minimum slope. Lines
FTA 02/03 - Rev. 3 04/05

`AST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
0
1. Use the ©lvision°s guidance document en 'DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to col ct 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 siorage 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)
1 a.,
Signing • ' igture
2. Profess i+ • ._ ngineer's Certification:
Name of
Waterbody Stream Waterbody
Waterbody County River Basin Index Classification
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
I, Jon C. Dyer, attest that this application fear Wal-Mart #5062-00 of Union County, NC
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 no! 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 14 215,68, any person who knowingly makes any false statement, representation, o
certification in any application shall guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil penalties up to per violation,
I attest that this application for Wal-Mart #5062-00 of Union County, NC has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation!
to the best of my knowledge. 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 143-215.6A and 143-215.68, any person who knowingly makes any false statement,1
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 K. Stannard
Professional Engineer Name
2b. Freeland & Kauffman, Inc.
Engineering Firm
2c. 209 West. Stone Avenue
Mailing Address
2d. Greenville
City
2g. 864-233-5497
Telephone
2h. 864-233-1
Facsimile
2e. SC 2f. 29609
State Zip
5 2i. sstannardfk-inc.corrt
E-mail
FTA 02'0 - Rev. 3 04x05

Central Files: APS_ SWP
06/14/05
Permit Number WQ0028952
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
sonja.basinger
Permitted Flow
0
Facility
Status Project Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Facility Name
WaI-Mart # 5062-00 (Public Portion)
Location Address
Owner
MajorlMinor
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
Oriq Issue App Received Draft initiated Issuance
06/02/05
Regulated Activities
Public Notice Issue Effective
kg/1 /os
Requested/Received Events
Commercial or industrial, other
Wastewater collection
Outfall NULL
Expiration
Additional information requested
Additional information received
Waterbody Name Stream Index Number
Current Class Subbasin

•
(CIX
CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITIES
May 23, 2005
Mr. Charles O'Cain
Union County Public Works Department
400 North Church Street
Monroe, NC 28112-4804
SUBJECT: SANITARY SEWER FLOW ACCEPTANCE
WALMART
UNION COUNTY PARCEL #06-198-002A
C-MU # 600-05-538
Dear Mr. O'Cain:
In response to your request, a flow acceptance study of the subject site has been completed and it has
been determined that the discharge from this project does not transmit through areas of SSO concern by
the NCDENR, Division of Water Quality. Please see attached map.
Upon completion and acceptance of all necessary sewer lines to serve the subject site, Charlotte -
Mecklenburg Utilities (C-MU) agrees to accept the sewage flow of 23,040 gallons per day (192,000 ft2
retail x 120 gpd11,000 ft2) 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.
Charlotte -Mecklenburg Utilities 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.
If you have any questions, please contact me at [phone].
Sincerely,
CHARLOTTE-MECKLENBURG UTILITIES
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

Mo nGain is and Basin
1Lag Creek Basin
©Old Dowd Road/Paw Creek Basin
IIMPlof Road Area
fiLansbury Court Area
UNION COUNTY SITE
CMU# 600-05-538

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. 28115
TRANSMITTAL
Attention:
Regarding: Sanitary Sewer to serve WaI-Mart #5062-00 of Union County, NC
We are sending you: ❑ Copy of letter ❑ Plans ❑ Prints ❑ Shop Drawings
® Other
Date: 5/31/05
Copies
Date
No.
Description
1
5/27/05
Original Non Discharge Permit Application
1
5/27/05
Copy of Non Discharge Permit Application
1
2/7/05
11218
Check for $400.00 (Application Fee)
2
5/23/05
CMUD Flow Acceptance Letter zCDEPT. OFC"IV,RCi dIP;sueI
ANL) NJi; ! `" ". `'rw0URCE$
EC
.. C
, •-,
r-,.
2 200a
These are transmitted as checked below:
® Fora approval ❑ Foryour use die `, �'"' pp ❑ As requested ❑For revie�w�and�comment�s������,f�
Remarks:
Signed: �x,o /r�eti
_�
Received by: Date: