WQ0033068_Regional Office Historical File Pre 2018

6LLL
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
June 6, 2008
Mr. Gregory P. Clark, Executive Vice President
Thomas Concrete of Carolina, Inc.
PO Box 12544
Raleigh, NC 27605
Subject: Permit No. WQ0033068
Thomas Concrete -North Graham Street
Plant
Tax Parcel #077-129-12
C-MU Tracking # 600-08-522
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Clark,
In accordance with your application received on June 5, 2008, we are forwarding herewith
Permit No. WQ0033068, dated June 6, 2008, to Thomas Concrete of Carolina, Inc. 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1., 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through` §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Phone: [phone] Fax: [phone]
No e Carolina
/aturally

rClark
e 2
e 6, 2008
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 for the construction and operation of approximately 1,570 linear feet of 1.25-inch force main, a
12.6 gallon per minute pump station (with duplex pumps, on site audible and visual high water alarms,
a portable generator receptacle with telemetry) a 13.2 gallon per minute pump station (with duplex
pumps, on site audible and visual high water alarms, a portable generator receptacle with
telemetry)and the discharge of 2,000 gallons per day of collected domestic wastewater into the
Charlotte Mecklenburg Utilities existing sewerage system in conformity with 15A NCAC 2T; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000, as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Charlotte
Mecklenburg Utilities WWTP (McAlpine Creek NPDES No. NC0024970) prior to being discharged into
the receiving stream.
Assessing subsequent impacts to the downstream collection system and treatment facility is
the complete responsibility of Charlotte Mecklenburg Utilities. Charlotte Mecklenburg Utilities must
utilize whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the WWTP permitted limits and the WQCS00001 permit requirements.
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 1506 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,
/64
for Coleen H. Sullins
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Collection System Permit File
James Garrison, Development Planning and Engineering, Inc.
Surface Water Protection Central Files
PERCS

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.
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 2T .0116, upon completion of construction and prior to operation of these
permitted facilities, the completed Engineering Certification form attached to this permit shall be
submitted with the required supporting documents to the address provided on the form. A complete
certification is one where the form is fully executed and the supporting documents are provided as
applicable.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement .
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall verbally report to a Division of Water Quality employee at the Mooresville
Regional Office, telephone number [phone], as soon as possible, but in no case more than
24 hours or on the next working day, following the occurrence or first knowledge of the occurrence
of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
2

Voice mail messages or faxed information is permissible, but shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also -he
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 !1 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 6th day of June, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033068
3

Fr
Fast Track Engineering Certification
Permit No. WQ0033068
June 6, 2008
Owner/WQCS PE
Gregory Clark, Executive VP James Gamson,lll
Thomas Concrete of Carolina, Inc. Dev. Planning.and:Eng,.Inc.
PO Box 12544 5074 Bristol Industrial Way, Suite A
Charlotte, NC 27605 Charlotte, NC 28217
WQCS/WW TP
Steven Miller
Charlotte Mecklenburg Utilities
5100 Brookshire Blvd.
Charlotte, NC 28216
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (pfan & 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
1, , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Thomas Concrete -North Graham
Street Plant, a 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 2T; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.

DEVELOPMENT
planning & engineering, Inc.
C7vi/ • Sanitary • Transportation
Survey
VIA FED EX
NC DENR MR0
ee Water Protectbn
LETTER OF TRANSMITTAL
PROM : Thomas Concrete
N. Graham St. Plant
TO: State of North Carolina
Dept. of Environment and Natural Resources
Division of Water Quality
Mooresville Regional Office
610 E. Center Ave.
Mooresville, NC 28115
Phone/Fax: [phone]
DATE: 05/21/08 JOB No.: 06-062
ATTN:
/1'
We are sending you:
Plans:
Copies
Date
5/21/08
Prints:
No.
Specifications:
Shop Drawings:
Description
Fast Track Application for Gravity Sewers, Pump Stations, and Force Mains
Attached: Project Narrative Letter, Two copies of application form (FTA
12/07 Flow Acceptance Letter, Form FTSE 10/07, and Maps.
A lication Fee
Other: X
These are transmitted as checked below:
For Approval: X
Approved as Submitted:
For Your Use/Information: X As Requested:
Approved as Noted:
For Review and Comment:
Remarks:
Enclosed is the Fast Track Application for Pump Station and Force Main construction for Thomas Concrete Plant —
North Graham Street. Please feel free to call me at [phone] if you have any questions or comments or if
you need any additional information.
Thank you.
Signed:
Project Manager
Distribution:
File
If enclosures are not as noted, kindly notify us at once.
qAdocurrents \06 06062 \transfnitlalVx thvtsion of water quality 2008-05.2Ldoc
5074 Bristol Industrial Way
770-271-2868
Suite A
770-271-0779 Fax
Buford, Georgia 30518
WEB: www.dpengr.com

DEVELOPMENT
planning & engineering, inc
Civil • Sanitary • Transportation
.Survey
May 21, 2008
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
Phone/Fax: [phone]
Re: Project Narrative for Fast -Track App/ication
for Gravity Sewers, Pump Stations, and Forcemains
Thomas Concrete
3701 North Graham Street
Charlotte, North Carolina 28206
Dear Sir or Madam:
The attached sewer expansion application is for the Thomas Concrete North Graham Street Plant in.
Charlotte, North Carolina. This project will provide sanitary sewer service to two individual commercial
properties. This will be accomplished through the construction of two 1-hp grinder pump stations with
small diameter forcemains (one for each property). Each pump station will be owned and operated by
the property owner and will provide sewer service for only the individual property. The pump stations will
be duplex grinder pump stations manufactured by Environment One Corporation (E-one).
Pump Station #1 is designed to handle approximately 1,000 gallons per day of domestic waste water
from 40 employees. This pump station will also require the construction of 1,027 linear feet of 1-1/4"
diameter forcemain. There will be no industrial waste draining into the sewer system.
Pump Station #2 is designed to handle approximately 1,000 gallons per day of domestic waste water
from 40 employees. This pump station will also require the construction of 543 linear feet of 1-1/4"
diameter forcemain. There will be no industrial waste draining into the sewer system.
The proposed forcemains will be tying directly into an existing gravity sewer line owned by Charlotte-
Mecklenburg Utilities. The waste water from this project ultimately drains to the Ivy Creek Waste Water
Treatment Plant, also owned by Charlotte -Mecklenburg Utilities. Should you need any additional
information concerning this project, please feel free to call me at your convenience at [phone].
Sinker
lurnenthal, PE
Project Manager
9:\documents\06\06062\sanitary-sewer-permits\nc sewer permit project narritave 2008&0S-20.doc
5074 BRISTOL INDUSTRIAL' WAY
[phone]
SUITE A BUFORD, GE©RGIA 30518
[phone] FAX WEB: www.dpengr.com

0,".!
420
- 41411, 01

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
la. Thomas Concrete of Carolina, Inc.
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Gregor r P. Clark, Executive Vice President
Signing Official Name and Title (Please review 15A NCAC 2T .010i (b) for authorized signing officials!)
1 c. The legal entity who will own this system is:
Ej Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership 0 Corporation ❑ Other (specify):
Application Number:
(to be completed by DWQ)
1 d. P.O. Box 12544
Mailing Address
1f. North Carolina
State
1 h. [phone]
Telephone
2. Project (Facility) Information:
2a. Thomas Concrete — North Graham Street Plant
[phone]
Facsimile
Brief Project Name (permit will refer to this name)
Contact Person:
rite, Development Planning_and Engineering
1 e. Raleigh
City
1 g. 27605
Zip Code
1j, [e-mail]
E-mail
2b, Mecklenburg County
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] x 1873
Phone Number
1. Project is 0 New ❑ Modification (of an existing permi
2. Owner is ❑ Public (skip to Item B(3))
2a. If private, applicant will be:
0 Retaining Ownership (i.e, 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))
Charlotte -Mecklenburg Utilities
3c. [e-mail]
E-mail
Private (go to Item 2(a))
2b. If sold, facilities owned by
ust choose one)
Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Instruction D)
.. Owner stte.. arTreatment. N ) Treating ......_..r, From This Project
Owner of Wastewater FacilityTF Treatm Wastewater
Q 4a. McAlpine Creek, Irwin Creek, Sugar Creek WWTP 4b, NC0024970, NC0024945, NC0024937:
1�- Name of WWTF
5a. Charlotte -Mecklenburg 5b. 8" 0 Gravity
Utilities__ Receiving Sewer Size 0 Force Main
wrisns Owner of Do
tream Sewer
The origin of this wastewater is (check all that apply):
❑ Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
Restaurant
O Office
WWTF Permit No.
c. NC0024970, NC0024945, NC0024937
Permit # of Downstream Sewer (Instruction E)
❑ Retail (Stores, shopping centers)
Institution
❑ Hospital
❑ Church
❑ Nursing Home
0 Other (specify): Maintenance Shop
Building (no industrial waste)
Volume of wastewater to be allocated or permitted for th
*Do not include future flows or previously permitted
If the permitted flow is zero, indicate why::
particular project:
!locations
100 % DomesticlCommercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
2,000 gallons per day
• Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No,
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA'I2107 ver2

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
80 Employees x 25 gal/employee/shift x 1 shiftlday = 2,000 gal/day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
Q 11. Summary of Pump Stations w/ associpted Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Z
Design Flow
(MGD)
1,000 gpd
Grinder Pump Station #1 (self chosen - as shown on plans/map for reference)
Operational Point
GPM @TDH
12.6gpm@47'
Power Reliability Option.
1 - permanent generator w1ATS;
2 - portable generator wlMTS
2
Force Main Size Force Main Length
1-1/4"
1,027 I.f.
Pump Station Location ID Grinder Pump Station #2 (self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator wIATS; 3 Force Main Size Force Main Length
2 - portable generator wIMTS
1,000 gpd 13.2 gpm @ 30'
Pump Station Location ID
Design Flow
(MGD)
2
1-1/4"
543 I.f.
(self chosen - as shown on plans/map for reference)
Power Reliability Option s !
1 - permanentgenerator wIATS; Force Main Size Force Main Length
2 - portable generator wIMTS
Operational Point
GPM @TDH
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes I I No If Yes, permit number of 2"d treatment facility -
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. 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 Chapter 2T as
applicable?
El 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
FTA 12/07_ver2

PlirFF-
14, Have the following permits/ rtificatIons been subrrfitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? Q Yes 0 No f1 N/A.
Sedimentation and Erosion Control Plan? ® Yes © No 0 N/A
Stormwater? El Yes 0 No 0 N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: 0 and provide details
f
ion: (Signature of Signing Official and Project Name)
� // rrT
ttest that this application for,,o, 4f tesrc -4( j4wr ' as been
eYiewed • e nd is accurate and complete to the best of my knowledge, i understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as 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 E
as well as civil penalties up to $25, 000 per violation.
ning Oi l S « ature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY',
ca TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC, REFER TO 15A NCAC 02T .0305
Z
0
I- 2. Professional Engineers Certi
n:
ignature of Design Engineer and Project Name)
1, James C. Garrison, 11l attest that this application for Thomas Concrete — North Gr ham Street Plant 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, l 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 other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature and seal .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 143-21568, 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�1{iII lilf
2a. Jarrres C. Garrison, liI ( C
Professional Engineer Name �T ..,
2b. Development Planning and Engineering, Inc.
Engineering Firm
2c. 5074 Bristol Industrial Way, Suite A
Mailing Address
2d. Buford
City
2e, GA 2f. 30518
State Zip
[phone] 2h, [phone] 2i. [e-mail]
Telephone Facsimile E-mail
NC PE Seat, Signalu
FTA12/07 ver2

CHARLOTTE
CHARLOTTE-MECKLENBURG
UTILITIES
March 25, 2008
Mr. Edgardo Aponte
Development, Planning & Engineering, Inc.
5074 Bristol Industrial Way
Suite A
Buford, GA 30518
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
THOMAS CONCRETE — N GAHAM STREET PLANT
TAX PARCEL# 077-129-12
C-MU TRACKING# 600-08-522
A flow acceptance study of the subject site has been completed and the following has been determined
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 4,018 gallons per day (33,486
ft2 office x 120 gpd/1,000 ft2) from this project for transmission to the Irwin Creek Wastewater Treatment
Plant; NPDES permit number NC0024945, for treatment. This acceptance of flow is based on the existing
capacity of the designated publicly owned treatments works. Please see attached basin map and flow
tracking form.
Charlotte -Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR. However, CMU cannot guarantee a constant pressure or
quality of flow.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions to preclude water or sewer
service to the subject site. However, the applicant should understand that due to the involvement of other
agencies and continuing growth of the water and sewer system, the ability to provide service for future
projects cannot be guaranteed nor reserved. Connection to the Charlotte -Mecklenburg Utilities system is
accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction. !f the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance, this flow acceptance approval shall be rescinded and a new flow
acceptance request must be made. If you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG UTILITIES
Customer Service Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

State of North Carolina
Department of E'nwironm+ent and Natural Res() rces
Division of Water Quality
Flow Tracking/Acceptance for Sewer ExtensionPermit Applications
(FTSE 10/07)
Project Applicant Name: ➢evelopment Plannin Encaernq
Project Name for which flow is being requested: Thomas Concrete - N Graham Street Plant
Afore than one: PISF-1O/07 may be re_tluired:for t single project if the owner
pump stations along the route of the proposed wastewater flow,
responsible ftr all
1. Complete this section on if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
Al ne Creek, xmtrs Coe
Sugar -reek W
b. WWTP Facility Penn" NC0324937
. �...tVC+�(3..4970, 1�CafJ�4945,.�..�_ _�... .._..
All flows are in MGD
99.0
12
66
c. WWTP fa,ciiity's permitted flow
d. Estimated obligated flow not yet tributar_
e. WWTI' Thcility's actual avg, Clow
f. Total flow for this specific request
g. Total actual and obligated flows to the fa
h,. Percent of permitted flow used
o the WWTP
0.0e04
2
80.0%
A. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater tlow,
List pump stations located between the project connection point and the W WTP
Pump Station Name
Approx. Capacity, MGD Approx. Current Avg,
(Firm/Design)
Daily Flow, MGI7
Certi.ficatitsn Statement:
certify that, to the hest of my knowledge, the addition of the
volume of wastewater to be pennMed in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data, This certification applies to those items
listed above in Sections I and I3 for which I am the responsible party, Signature of this form. indicates
acceptance of this ater flow.
Sign
g
>,nature
Date

Charlotte -Mecklenburg Utilutes
WWTP Service Areas with Basins

USGS QUAD MAP - DERITA. NC
Graphic Scale: 1 " = 2,000'
1,0001 0
2,0001 4,0001
T OIAA8 COTE
NORTH GRAHAM SWEET PLANT
SEWER EXTENSION APPLICATION
SOP
DEVELOPMENT
planning dangInsorIng. h.
DEVELOPMENT
5074E0!S WL1NDU0wR1N.WAY
BUFORD, GA 20510
PHONE [phone]/FAX [phone]
05/20/013 Land Lot Dlahiet:
County: MECkq.EN8t1RD
Sea* N.T.S.
Proj, Manager:
Drawn By: Checked By:
Sheet No.
1of1
No.
By
Doto
Revision
Job Number: 06-0e2
Ella Nurnber:

r
0
z
USGS QUAD MAP - DERITA, NC
Graphic Scale: 1" = 500'
250' 0
500' 1000'
NOMAS CONCRETE
NO fM GRAHAM WJ PLANT
SEWER EXTENSKIN APPLICATION
411,
dPs
DEVELOPMENT
&ming a s
.641
DEVELOPMENT
planning ane�a,i7C.
5074 BRISTOL 1NDUS11W1L. WRY
BUFORD, GA.30518
PRONE [phone]/ FAX [phone]
06/20/08 Land Loh District:
County: ME KLENBURG Sealer N.T.S.
Rol Marlow: Drown By: Obociald By:
Sheet No.
Na
By
Date
Revision
Job Number:06-002
Fie Number.
1oil

North Carolina Secretary of State Page 1 of 1
•
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29822 Raleigh, NC 27626-0622 (91%807-2000
CORPORATIONS
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Date: 5/27/2008
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an Annual Report J
Corporation Names
Name Name Type
NC Thomas Concrete of Legal
Carolina, Inc.
NC Carolina Ready Mixed Prev Legal
Concrete Company, Inc.
Business Corporation Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0022824
Current -Active
7/7/1959
Domestic
NC
Perpetual
Agent Name: Holding Jr., John N
Registered Office Address: 609 Tucker Street
Raleigh NC 27603
Registered Mailing PO Box 12544
Address: Raleigh NC 27605
Principal Office Address: 611 Tucker St
Raleigh NC 27603
Principal Mailing Address: 611 Tucker St
Raleigh NC 27603
Stock
Class
Shares No Par Value
COMMON 1000
Par Value
100
http:l/www.secretary.state.nc.uslcorporations/Corp.aspx?PitemId=4824629 5/27/2008

Central Files: APS SWP
06/06/08
Permit Number WQ0033068
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Permitted Flow
2000
Facility
—Facility Name
Thomas Concrete - North Graham Street
Location Address
•
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Thomas Concrete of Carolina Inc Non -Government
Owner Affiliation
Gregory Clark
PO Box 12544
Raleigh
Dates/Events
NC 27605
Scheduled
Brig Issue App Received Draft Initiated Issuance
06/06/08 05/22/08
Regulated Activities
Office
Wastewater collection
Outfall NULL
Public Notice Issue Effective
06/06/08 06/06/08
Re • uested/Received Events
Additional information requested
Additional information received
Expiration
06/05/08
06/05/08
Waterbody Name
Stream Index Number Current Class Subbasin