WQ0030290_Regional Office Historical File Pre 2018

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Mr. Rob Duckworth, President • ,
Huntersville Crossing Real Estate, LLC
PO Box 3756
Mooresville, NC 28117
Dear Mr. Duckworth,
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
December 18, 2006
Subject: Permit No. WQ0030290 Modification
Huntersville Crossing Phase 1[
Huntersville'Crossing Real Estate, LLC
C-MU TRACKING #100-05-503
Mecklenburg County, North Carolina
In accordance with -your application received on November 14, 2006, we are forwarding
herewith Permit No. WQ0030290, dated December 18, 2006, to Huntersville Crossing Real Estate, 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shall be effective from the date of issuance until rescinded, shall supersede original Permit No.
WQ0030290 issued February 1, 2004, and shall be subject to the conditions and [imitations 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 Phone: [phone] Fax: [phone]
interne: www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycled/t0% Post Consumer Paper
Ooe
Carolina
mural !y

Mr, Duckworth
Page 2
December 18, 2006
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 Huntersville Crossing Phase II for the construction and operation of approximately 721 linear
feet of 8-inch gravity sewer and the discharge of 4,092 gallons per day of collected domestic
wastewater into the Charlotte Mecklenburg Utilities existing sewerage system, pursuant to the
application received November 14, 2006, and 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 Criteriafor 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 (McDowell Creek NPDES No. NC0036277) 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 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,
Alan W. Klimek, P
cc: Mecklenburg County Land Use and Environmental Services Agency (LUESA)
Steve Miller, CMU
Philip Edward, Mecklenburg County
Mooresville Regional Office, Surface Water Protection (WWTP Permit No. NC0036277)
Brian Upton, The lssacs Group
Surface Water Protection Central Files
Tom Asenzo, PERCS

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 ih 1-5A 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 §143-215.1 C.
1

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 inno 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

�':cJ 17F:1'1
T 1 • ��
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 18th day of November 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
fgAla W. Klimek P.E., Director
iv on of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030290 Modification
3

;At
•
Fast Track Engineering Certification
° Permit No. WQ0030290 ,
` , December 18, 2006 ' ",
Rob Duckworth, President
`'Huntersville Crossing,Real Estate,,LLC
PO Box 3756 ",,. -
,Mooresville, NC 28117
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.
"1 :
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
I, , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observed] periodically, ❑ weekly, ❑ full time) the construction of Huntersville Crossing Phase II, 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. -
'z

C ( APPLICATION f"or GRAVITY SEWERS, PUMP STATIONS, FORCE MAINS
USE THE TAB KEY TO MOVE FROM FiELD TO FIELD
_
Owner
la. HuntersviIle Crossing Real Estate,
Full Legal Name (company, municipality, HOA, utility, etc.)
lb Rob D
0
..� al entity who will own this system is:
Individual 0 Federal © Municipality D State/County 0 Private Partnership X Corporation ['Other (s
5A NCAC 2H .02
rplication Num
plated by CWQ)
PAGE 3
rized signing officials!
0
LL. Ivtaf ing Address
1f, NC
Id. P.G. Box 3756
Z State
Q lb 704-895-96
IIfir Telephone
0 2. Project (Facilit ,fntot'rnnation.:
—1 2a. Huntersville 1n P.- - 2b. Mecldenburg
i1. Brief Project Name (permwili(rto this name) County Where Project is Located
a.
44 3. Contact Person::
Q 3a. P tt tc yV�ins Project
lion of Someone y"4lho Can Ans
b27- x 121
Facsimile
resville
City
lg. 28117
Zip Code
z
0
H
2
re
0
!L
Z
Phone Number
is
ins A
E-mail
If Modification, Permit No,: {,, }coo 30 Z9 b
cify):
For modifications, attach a separate sheet clearly explaining the reason for the modification (Le. 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 D Public (skip to Item B(3)) X Private (go to Item 2(a))
2a. If private, a
ill be: 2b. If sold, facilities o
by a (must choose one)
Retaining Ownership (i.e. store, church, single office, etc.) or D Public Utility (Instruction III)
X Leasing units (lots, townhornes, etc. - skip to Item B(3)) D Homeowner Assoc/Developer (Instruction IV)
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
eddenburrt Utilities
of Wastewater Treatment Facility (W WTF) Treating Wastewater From This Project
l IclC wail C__......_ . ___. __v__.mm__
reek Wastewater Treatment Plant 4b. NC©0036277
Name of WWTF WWTF Perrnit No.
tti 8 g .�. ravit
Chat Meek, Utilities 6b S" �C Gravity
Owner of Downstream Sewer Receiving Sewer Size b Force Main L
The origin of this wastewater is (check all that apply):
Q Residential Subdivision
Apartments/Condominiums
0 Mobile Horne Parts
o School
X Restaurant
X Office
X Car Wash
0 Institution
0 Hospital
0 Church
Nursing Home
0 Other (specify):
Number of Dawn
1 �'/o Domestic/Commercial
% industrial
% Other (specify):
Volume of wastewater to be allocated for this particular project: t gallons per day
*Do not include previously permitted allocations
If the permitted flow is zero, indicate why:
0 Interceptor Line - Flow will be permitted in subsequent per
© Flow has already been allocated in Permit No.
O Rehabilitation or replacement of existing sewer with no new flow expected
hat connect to this line

z
z
0
U
Location ID
(self chosen - as shown on
H plans for cross-reference)
0
IL
z
Sedimentation and Erosion Control Plan?
Stormwater?
K APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .02190)(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)
Size (inches)
8rr
ENTER TOTAL UNE LENGTH IN MILES U dc,p7
Summary of Pump Stations to be Permitted (attach additional sheets as n
Length (feet)
ry)
Gravity or Force Main
(use the pull down menu)
Power Reliability Option
sign Flow Operational Point (1- dual line feed; 2- permanent generator wtATS; 3-
(MGM) GPM @ TEH portable generator wlteelemetry; 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?
X Yes 0 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
3. Have the following perrrrit
tions been subrrntted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? 0 Yes 0 No X N/A
XYes ©No DN/A
X Yes D No © NIA
14. Does this project involve aerial lines or siphons? Check if yes: Q
These lineswill be considered high priority and must he checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? X
Be aware that the Division will not accept installed lines rnore than 10% flatter than the minimum
corrected prior to submitting the final engineering certification..
lope. Lines installed outside this tolerance should be

APPLICATION for CRA
Use
(FAST -
necessary)
regional
A Shirr Classification is not needed l�u
waterbody; AND
] A Stream Classification is not needed because d
option for any pump station near a Class C down slope waterbca
PUIM P S I"ATI+F NS AND FORCE MAINS
ETlR14 1ttNG S
tion 10 on Map
xr - as shown on
r T. tt
2b. T
C
2c. 8720 Red Oak Blvd., ate 420
Mailing Address
„2d. Cse
2
PAGE 5
CILASIFICATIONS FOR FORM Ff"A 0
data below (attach additional sheets as
priate Division of Water Quality
ect are at feast 1! feet away from any down slope
River
pographic snap as required in Instruction VI
r a classification is provided)
by me and is accurate and
6bn are not completed and
tion package is subject to
43-2/5 64 and 143-215.68,
application shall be guilty af.
penalties up to $25,000 per
rsvdfle Wising has been reviewed by me Dyad is accurate,
engineering plans. calculations, and all ,other supporting
of my knowledge the proposed design has been p'
Gravity Sewer 11nimum Design Criteria for Gravity Sewers adopted February
fcrr the Fast -Track Permitting of Pump Stations and Force Mains adopted June
"dance with Division guidance. Although certain portions of this submittal
fessionals, inclusion of these materials under my signature and seal
have judged it to be consistent with the proposed design. Note: in
21b.6A and 143-215, 68, any person who knowingly gly makes any false statement,
alias shall be guilty of a Class 2 misdemeanor which may include a fine not to
rp to $25,000 per violation,
2e. NC
28217
State ifa
bu ton isaacsgrp.corn
E-mail
1 TA 02I83 Rev. 3 04/05

Lii-HISAACS
GIVIL ENGINEERING 'DESIGN & LAND SURVEYhNG
8720 RED OAK E30ULEVARD, STE, 420
CHARLOTTE, N.C. 28217
PHON ;7;4`r 'S'7-:3 4C7 FAX [phone]
November 9, 2006
Dee Browder
NCDENR — Mooresville Office
610 E. Center Avenue, Suite 301
Mooresville, NC 28115
Re: Huntersville Crossing Phase I1 sewer extension
70
CD
Dee,
We are adding 321 linear feet of 8" gravity sanitary sewer to the permitted existing 8"
line to serve Phase 11 of the project. The flow acceptance letter from CMU covers both Phases of
development.
Sincerely,
Patrick D. Watkins
Project Manager
05026-Memo.doc
NOV 1 4

Permit Numbers- 'WQ003029
•
.-iCentral Files: APS SUVP_
12/15/06
t
�1i4
Z.
Permit Tracking Slip , - •
Program Category •, Status Project Type' - -
Non -discharge . T xti w 'In review. . -. <Maior modification
Permit Type ,, ;..`'Fast Track ; ' 'f' Version'' "Permit Classification
GravitSewer Extension, Pump;Stations, & Pressure Sewer '
y B ; ` Individual
Extensions ;f F, _ _ , ' - _ _ .
Primary Reviewer
dee.browder
Permitted Flow •
4092
Facility
•
Permit Contact Affiliation
Facility Name
Huntersville
Location Address
Owner
Major/Minor
Minor
Region
Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Huntersville Crossing Real Estate LLC
DateslEvents
Owner Type
Non -Government
Owner Affiliation
Rob Duckworth, President
PO Box 3756
Mooresville
NC 28117
Scheduled
Orig Issue App Received Draft Initiated Issuance
05/23/06 12/15/06
Regulated Activities
Car Wash Facility Operation
Commercial or industrial, other
Restaurant
Wastewater collection
Outfall NULL
Public Notice Issue
12/18/06
Effective
12/18/06
Re. uestedlReceived Events
Additional information requested
Additional information received
Expiration
Waterbody Name
Stream Index Number Current Class
Subbasin