WQ0033714_Regional Office Historical File Pre 2018

ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee -Freeman
Governor Director Secretary
February 11, 2009
Mr. Rob Neill, Manager
Primax Properties
1065 East Morehead Street
Thomas J. Roberts, President
Charlotte, NC 28204
Subject: Permit No. WQ0033733
Rite Aid: Brawley School Road
Wastewater Collection System Extension
Iredell County, North Carolina
Dear Mr. Neill,
In accordance with your application received on February 2, 2009, we are fonNarding herewith
Permit No. WQ0033733 dated February 11, 2009, to Primax Properties 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date of issuance until rescinded and shall be subject to the conditions and limitations as specified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
Location:.610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.orq
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycledll0% Post Consumer paper
Na rthCarolina
Naturally

Mr. Neill
Page 2
February 11, 2009
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 176 linear feet of 1.5-inch force main, a 22 gallon per
minute pump stations (with duplex pumps, on -site audible and visual high water alarm, and a
permanent on -site generatorwith automatic transfer switch)and the discharge of 11,180 gallons per day
of domestic wastewater into the Town of Mooresville 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 Town of
Mooresville WWTP (NPDES Permit No. NC0046728) prior to being discharged into the receiving
stream.
Assessing subsequent impacts to the downstream collection system and treatment
facility is the complete responsibility of the Town of Mooresville. Mooresville must utilize
whatever tracking tools necessary for planning additions of sewer flow in order to maintain
compliance with the WWTP permitted limits and the collection system permit WQCS00043.
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 Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
Michael Newman, PM 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 (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 §143-215.1 C.
1

4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Per 15A NCAC 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 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 11th day of February, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0033733
3

Fast Track Engineering Certification
Permit No. WQ0033733
February 11, 2009
OwnerANQCS WVVT'P/WQCS
Rob Neill, Manager Steven Hussman, Town Manager
Primax Properties Town of Mooresville
1065 East Morehead Street 413 N. Main Street
Charlotte, NC 28204 Mooresville, NC 28115
PE
Michael Newman
PM Engineering, Inc.
4601 Charlotte Park Dr, Suite 160
Charlotte, NC 28217
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 (❑ periodically, ❑ weekly, ❑ full time) the construction of Rite Aid: Brawley School Road, an
Iredell 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.

0
ILL
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
la. Primax Properties
Application Number:
(to be completed by DWQ)
Full Legal Name (company, municipality, HOA, utility, etc.)
b. Rob Neill, Project Manager
Signing Official Name and Title (Please review '15A NCAC 2T .01t (b) for authorized signing officials!)
The legal entity who will own this system is'.
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership
ld. 1065 East Morehead Street
Mailing Address
If. North Carolina
State
0
z
3b. 704-521-9973
Phone Number
1 h, 704- 954-7215
Telephone
704-905-3952
Facsimile
2. Project (Facility) Information:
2a. Rite Aid: Brawley School Rd
of Project Name (permit will refer to this name
Contact Person:
Michael Newman, PM Engineering, Inc
e, Charlotte
City
g, 28204
orporation ❑ Othe
Zip Code
robneill@a primaxprope
E-mail
2b. Iredell _
County Where Proje
Name and Affiliation of Someone Who Can Answer Questions About this Application
mnewman [e-mail]
E-mail
_
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No,:
es.com
is Located
2. Owner is ❑ Public (skip to Item B(3))
2a, If private, applicant will be:
® Priva
go to Item 2(a))
2b. If sold„ faci
E 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))
Town of Mooresville
Owner of Wastewater Treatment Fac
4a.
Name of WWTF
5a. Town of Mooresville 5b. Same as current
Owner of Downstream Sewer ;;Receiving Sewer Size
B. The origin of this wastewater is (check all that apply):
El Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
ting Waste
ties owned by a
spec'
ust choose one)
❑ Public Utility (Instruction C)
® Homeowner Assoc./Developer (Instruction D)
ler F
4b,
of This Pr
IZ Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
Other (specify):
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
Volume of wastewater to be allocated or permitted for this particular project: 1118 GPD
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No,
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 121 7 vcr2

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).
Used 100 gal/1,000 SF for "stores and shopping centers without food service." Building is 11,180 SF.
11180 x .1=1,118 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
1.5
E Length (feet) New Gravity or Additional
Force Main
176 Force Main
i
L.
❑
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
111
Pump Station Location ID #1 (self chosen - as shown on plans/map for reference)
Z
I-
Z
0
V__.-..._:
Design Flow
MGD
(MGD)
I Operational Point!1...,,.. _. _._.___._.__._.. — __„�
Power Reliability Option
GPM @TDH i - permanent generator MATS; Force Main Size
, 2 - portable generator w/MTS ,
_.............__._._._m..._.. _..........__..... - ......
Force Main Length
`-'
.00111E
22 GPM @ 15 TDH; 1 1.5"
{ 176
RMIT INFORMATION
Pump Station Location 1D
(self chosen - as shown on plans/map
for reference)
Design Flow
(MGD)
Operational Point', Power Reliability Option
i GPM TDH 1 - permanent generator w1ATS; I Force Main Size
1 e2 - portable generator w/MTS 1
Force Main Length
k k
Pump Station Location ID (self chosen - as shown on plans/map for reference)
W
CO2
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option •
1 - permanent generator w!ATS; Force Main Size i
- portable generator w/MTS j
L
Force Main Length
12.
■
Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
Yes ® No If Yes, permit number of 2nd treatment facility
113.
(RO - if "yes" to 6,12 please contact the Central Office PERCS Unit)
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?
�) 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

14. Have the following pemnits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream. Crossings - General Permit or 401 Certification? ❑ Yes 0 No ® N/A
Sedimentation and Erosion Control Plan? ® Yes 0 No ❑ N/A
Stomiwater?
0 Yes ❑ No ® N/A
. 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 everer six months
heck if Yes: ❑ and provide details
OwneriPermittee's Certification: (Signature of Signing Official and Project Name)
Ve-1 , attest that this application for Rite Aid Sewer Extension 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 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,
ning Official Signa
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
y TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Date
Professional Engineers Certification: (Signature of Design Engineer and Project Name)
!, Michael Newman , attest that this application 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 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 materia!
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
$25, 000 per violation,
a. Michael D. Newman
Professional Engineer Name
PM Engineering, Inc
Engineering Finn
c. 4601 Charlotte Park Dr, Suite 160
Mailing Address
d. Charlotte
City
g. 704-521-9973 2h. 704-521-
Telephone
Facsimile
2e. NC j2f. 28217
I Zip
State
io mnewman@pmcharlotte,com
E-mail
NC PE Seal, Signature& Date
FTA 12/07_ver2

oc. WAr�gpG
-
G3
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: Town of Mooresville
Project Name for which flow is being requested: RI‘AI., Ptti%d ' -8rctu y Savo' 0.0184
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Rocky River Wastewater Treatment Plant (Mooresville)
b. WWTP Facility Permit #: NC0046728
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
S.,:a014 0 0
i . s g0143
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD
(Firm/Design)
motri. n )1(ifyk-Ck0r
�. SS
pmcis Cry 'ap tgS
Approx. Current Avg.
Daily Flow, MGD
b. bL9
III. Certification Statement:
I, 54esvul C, H-t m 041 f1 , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the routeto 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 hest available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptancgof this wastew- - r ow.
Signing Official Signature Date

=i� u4t't
c.I4tkN•
---(3
rir' lti �, c� l-eS,
hoL .. e t\1 C, � `-i,
-/4YL ¶ Ob (\1P+f 1
Dear Mr./Mg. kfe i (1 :
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Nonh Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
trYtab, a /a'2008
ec
Subject: Fast Track,Applic:t on ' et o
Pro'tName: 1 1ciaQLt r��.kr Z-4•
J2tLr ,IL County, North Carolina
The Divi ion of Water Quality, Mooresville 1
application on 11 11,41n. During an initial review of
be incomplete. Therefore, your application is being rl
your resubmittal). For a listing of the correct forms
http://h2o.enr.state.nc.us/peres/CollectionSYstems/Cot
Post -its Fax Note
7671
Date NA,.NA,.s�
To
�y r.�_
From 47 �
b i
CoJDept.
Co. iy• Id e
Phone #
Phone #
Fax # D ul ^ 5D j
c .-14ax
#
Please complete/correct the following deficiencies:
❑ Application submitted on wrong or outdated forms. Form(s):
Application was submitted without a processing fee or with an incorrect processing fee.
Application did not contain a Flow Tracking Form (FTSE 10/07). .
Application did not contain the Developer's/Homeowner's Operational. Agreement.
Application did not contain the correct number of copies.
•
❑ Application failed to include project map.
❑ Application (line A.lb) was not signed by an authorized representative in accordance with 15A
NCAC 2T .0106(b). (see http:/1h2o_enr.state.nc.us/adminlruleslcodes statutes.htni)
Following submission of a complete application, the Mooresville Regional Office will begin a
technical review of your application. If your application is technically deficient additional information may
be required or the package may be returned again.
Sincerely,
hryli &_7
•
Robert B. Krebs
Supervisor, Mooresville Regional Office
Enclosure: Fast Track Sewer Extension Application
cc: RO File
S:\shelldoc\Fast Track Retum 3_08
610 East Center Ave. Suite 300 Mooresville, NC 28115 704-663-1699 (Telephone)

_ North Carolina Secretary of State
Page 1 of I
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Registered Office Address: 1065 East Morehead Street, 4th Floor
Charlotte NC 28204-2812
Registered Mailing 1065 East Morehead Street, 4th Floor
Address: Charlotte NC 28204-2812
Principal Office Address: 1065 East Morehead Street, 4th Floor
Charlotte NC 28204-2812
Principal Mailing Address: 1065 East Morehead Street, 4th Floor
Charlotte NC 28204-2812
http://www.secretary.state.nc.us/corporations/Corp. aspx?PitemId=49613 59
1/9/2009

I
Central Files: APS SWP_
02/10/09
Permit Number WQ0033733 Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
in review New Project
Permit Type Fast Track Version
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A
Extensions
Primary Reviewer
dee.browder
Permitted Flow
1118
Facility
Facility Name
Rite Aid Brawley School Road
Location Address
Owner
Permit Classification
individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
iredell
Facility Contact Affiliation
Owner Name Owner Type
Primax Properties Non -Government
Owner Affiliation
Robert Neill, Jr, Director Project
1115 E Morehead St
Charlotte NC 28204
Dates/Events
Scheduled
orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
02/11/09 01/08/09 02/11/09 02/11/09
Regulated Activities Re ues ed/R c ived Events
Retail Additional information requested 02/02/09
Wastewater collection Additional information received 02/02/09
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin