WQ0023133_Regional Office Historical File Pre 2018

OF A Michael F. Easley, Governor
QG 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
October 2, 2003
Mr. Harold Lichtin, Chairman
Lichtin/ Toringdon, LLC
3110 Edward Mill Road, Suite 200
Raleigh, North Carolina 27612
Subject: Permit No. WQ0023133
Lichtin/ Toringdon, LLC
Toringdon Development- Building 3
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Lichtin:
In accordance with your application received on October 1, 2003, we are forwarding herewith
Permit No. WQ0023133, dated October 2, 2003, to Lichtin/ Toringdon, LLC 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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.
NCDENR
Mooresville Regional Office Internet http:llh2o.enr.state.nc.usl
919 N. Main Street, Mooresville, NC 28115 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]

Mr. Harold Lichtin
Page 2
October 2, 2003
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 Lichtin! Toringdon, LLC for the construction and operation of approximately 498 linear feet of
8-inch gravity sewer to serve 84,000 square feet of office space as part of the Toringdon Development -
Building 3 project, and the discharge of 10,080 gallons per day of collected domestic wastewater into
Charlotte Mecklenburg Utilities' McAlpine Creek WWTP (NPDES No. NC0024970) existing sewerage
system, pursuant to the application received October 1, 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.
This permit shall become voidable unless the agreement between Lichtin/ Toringdon, LLC and
Charlotte Mecklenburg Utilities for 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 Sonja Williams at (704)
663-1699.
Sincerely;
for Alan W. Klimek, P.E.
cc: Mecklenburg County Health Department
Mecklenburg County Department of Environmental Protection
Mooresville Regional Office, Water Quality Section (WWTF Permit No. NC0024970)
Jerry Jensen, Withers & Ravenel, Inc.
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
Permiee 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. 1n 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 !imitations 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 govemment 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 2ne day of October, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klime , P_E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0023133

PIF.r
Fast Track Engineerinq Certification
Permit No. WQ0023133
October 2, 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 ❑ Final
1, , as a duly registered Professional Engineer -in the State of North Carolina, having
been authorized to observe (0 periodically, ❑ weekly, ❑ full time) the construction of the Toringdon
Development- Building 3, Mecklenburg County project for the Permittee hereby statelthat, 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 violatiom of the permit and shall subject the Permittee to appropriate
enforcement actions.

ppp:
RACK 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) W62:0023 3 3
1. Owner.: _ _ __ _____
1 a. Lichtin / Toringdon, LLC
Full Legal Name (company, municipality, HOA, utility, etc.)
z lb. Harold Lichtin, Chairman
0 Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c. The legal entity who will .. - _ _ _ ... _...... .................. ........ _ .. __ ......
F"own this system is:
• Individual • Federal • Municipality • State/County ❑ Private Partnership xCorporation ■ Other (specify):
ce ld. 3110 Edward Mill Road, Suite200
1e. Raleigh
0 Street Address
Z lf. North Carolina •
City
lg. 27612
Z State Zip Code
lh. 919-783-6000 !1 i. 919-783-7220 1 j.
H Telephone Facsimile E-mail
O 2. Project (Facility) Information:
'J
a. 2a. Toringdon Development, Building 3
2b. Mecklenburg
a Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
a 3a. Jerry J. Jensen, P.E., Project Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 919-469-3340 3c. [e-mail]
Phone Number E-mail
1. Project is XNew ■ 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 sizellength, 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)) XPrivate (go to item 2(a))
2a. If private, applicant will be:
X Retaining Ownership (i.e. store, church, single office, etc.) or
2b. If sold, facilities owned by a (must choose one)
• Public Utility (Instruction III)
Z ■ Leasing units (lots, townhomes, etc. - skip to Item B(3)) • Homeowner Assoc./Developer (Instruction IV)
0 • Selling units (lots, townhomes, etc. - go to Item B(2b))
1—
< 3. Charlotte — Mecklenburg Utilities
E Owner of Wastewater Treatment Facility (VWVTF) Treating Wastewater From This Project
re
0 4a. McAlpine Creek Wastewater Treatment Plant '4b. NC0024970
LL Name of WWTF 1 WWTF Permit No.
Z 5a. Lichtin/Toringdon, LLC 15b. 8-inch 15c. WQ0020557
HOwner of Downstream Sewer I_ Receiving Sewer Size 1 Permit Number of Downstream Sewer (if known)M
6. The origin of this wastewater is (check all that apply):
100 % DomesticJCommercial
Ct ❑ Residential Subdivision ■ Car Wash
MI ❑ Apartments/Condominiums IIIInstitution
■ Mobile Home Park • Hospital
j % Industrial
i %Other (specify):
m ■ School IIChurch
• Restaurant ❑ Nursing Home
XOffice ❑ Other (specify):
7. Volume of wastewater to be permitted in this project: 10,080 gallons
per day
8. If the permitted flow is zero, indicate why:
❑ interceptor Line - Flow will be permitted is subsequent permits
•
that connect to this line
flow expected
• Flow has already been allocated in Permit No.
■ Rehabilitation or replacement of existing sewer with no new
L'T A n'f 1111 n.... 1 AC/A'}

RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE4
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 fine 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(1)(3).
84,000 gross sq. ft. office bldg X 120 gal/1,000 sq. ft./day = 10,080 gal/day (Per CMUD's requirements)
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8" 498'
Gravity or Force Main
(use the pull down menu)
avj
ENTER TOTAL LINE LENGTH IN MILES 0.094 mi.
Q11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
2 Location ID Power Reliability Option
Ce (self chosen - as shown on Design Flow Operational Point (1- dual fine feed; 2- permanent generator w/ATS; 3-
0 plans for cross-reference)_ (MGD) GPM @ TDH portable generator wltelemetry; 4-wet well storage)
U.Z
2
LL•
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
m Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
X 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?
Wetland/Stream Crossings - General Permit or 401 Certification? XYes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? X Yes ❑ No ❑ N/A
Stormwater? X Yes ❑ No ❑ N/A
L.'T A (1"11A') D .... 1 AL 1110

RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
X A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
X 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)
Narne of
Waterbody
County River Basin
aterbody Strea
Index
Submit the 8.S" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, Harold Lichtin, attest that this application for Toringdon Development, Building 3
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 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.
ce ification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as ell as civil penalties up to $25,000 per violation.
Waterbody
Classification
i• r' `» `"�,.I Signature
Professional Engineer's Certification:
e s
Date
i attest that this application for Toringdon Development, Building 3 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. 1 further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria
far Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that 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 143-215.6B, 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 $2 4,(4QQ violation.
AH
2a. Jerry J. Jensen, P.E.
Professional Engineer Name
2b. Withers & Ravenel, inc.
Engineering Firm.
2c. 111 MacKenan Drive
Address
2d. Cary
City
2g. 919-469-3340
2h. 919-467-6008
Telephone Facsimile
2e. NC 2f. 27511
State Zip
2i. [e-mail]
E-mail Seal„ Signature &
FTA 02/03 - Rev. 1
6/03

10/01 /03
Permit Number WQ0023133
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
In review New Project
Permit Type Fast Track Version Penult Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Individual
Extensions
Primary Reviewer Permit Contact Affiliation
sonja.williams
Permitted Flow.
10080
Facility
Facility Name
Toringdon Development- Building 3
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name Owner Type
Lichtin/Toringdon,LLC Non-Govemrnent
Owner Affiliation
Harold Lichtin
3110 Edward Mill Road,
Raleigh NC 27612
Dates/Events
Scheduled
Oriq Issue App Received Draft Initiated, Issuance
10/01 /03
Issue
I ofz v3
Regulated Activities Requested/Received Events
Public Notice
Effective Expiration
Commercial or Industrial, other Additionl information requested
Wastewater collection Additional information received
Duffel; NULL
Waterbody Name Stream Index Number
Current Class Subbasin

WITHER
RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
TO
MacKenan Drive I Cary, North Carolina 215aa
te1:919.469.3340 i fax:[phone]OO8
www.withersravenel.c©m
9✓ 9
,.97.2c),- +, 4,./7,,4-, Al'
WE ARE SENDING YOU 0 At cf ed Under separate cover via
© Shop drawings
© Copy of letter
0 Prints
0 Change order
the foflowistg sterns;
l3 Plans 0 Samples 0 Specifications
0 Diskette [
CO
AT
N
Cki TION
THESE ARE TRANSMLTI' D as checked below:
1;1,1'M; approval
tv/1
'U For your use
As requested
CS For review and comment
© FOR BIDS DUE
REMARKS
0 Approved as submitted
0 Approved as noted
is Returned for corrections
O Resubmit copies for approval
O Submit_ copies for distribution
O Return corrected prints
20. © PRINTS RETURNED A
COPY TO
ER
AN TO
40% Pre-COnzurner Content • I D% Post-Consurner Cometm
SIGNED:
if enclosures are not as noted, kindly nosily cis

L4JUly 11 Junco
North Carolina
Elaine F. Marshall DEPARTMENT of rHE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
NC
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3110 Edwards Mill Road, Suite
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Raleigh NC 27612
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10/1/2003 1:53 PM

••;.; • t.
•
•
"
• • ,
•

•
September 24, 2003
Mr. Jerry Jensen
Withers & Revenel
111 MacKenan Drive
Cary, NC 27511
MIND
CHARLOTTE E CO/,
CHARLOTTE-MECKLENBURG Sep $h
UTILITIES
frig/7/
�s�
kC
tz
SUBJECT: WATER AND SANITARY SEWER FLOW ACCEPTANCE
TORINGDON DEVELOPMENT, BUILDING #3, TAX PARCEL#'223-231.37
Dear Mr. Jensen:
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 s of SSO concern by
the NCDENR, Division of Water Quality. Please see attached map.
Uponcompletion and acceptance of all necessary sewer lines to serve the subject site, Charlotte -
Mecklenburg Utilities (C-MU) agrees to accept the gravity sewage flow of 10,080 gpd (84,000 ft2 x 120
gpd/1,000 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.
Upon completion and acceptance of all necessary water mains, C-MU 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 January 2000,.(WSMP # 00-
00251 & PWS ID # 0160010), on file with the Public Water Supply Section of NCDENR. However, C-MU
cannot guarantee a constant pressure or quality of flow. This agreement is also contingent upon approval
by the Division of Environment, Health, and Natural Resources.
Charlotte -Mecklenburg Utilities does not expect any of the above conditions preclude water or sewer
service to the subject site. However, the applicant should understand that due to the involvement of other
agencies and continuinggrowth of the water and 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
aa/z.6J4A_D64,12toe
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITIES
Engineering Division • New Services Section
www.cmutilities.com
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

Legend:
Okf Vermillion Area
©d Dowd Road Area
jl Plott Road Area
11111 Vernon Drive/Andover Road Area
Lansbury Court Area
■ WWTP
Streams
Roadway Type:
Interstate Highway
Major Throughfare
Streets
SITE