WQ0035702_Regional Office Historical File Pre 2018

7
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director Secretary
January 9, 2012
Mr. Robert W. Rites, Jr., City Manager
City of Statesville
Post Office Box 1111
Statesville, NC 28687-1111
Subject: Permit No. WQ0035702
Retail Shopping Center for RealtyLink
Wastewater Collection System Extension
lredell County. North Carolina
Dear Mr. Hites:
In accordance with your complete application received on December 22, 2011, we are
forwarding herewith Permit No. WQ0035702, dated January 9, 2012, to City of Statesville 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effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations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 August 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 Avenue, Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service: 1-877-623-6748
Internet: http://portai.ncdenr orglweb/wq
An Equal Opportunity \ Affirmative Action Employer — 50% Recycled/10°/ Post Consumer paper
One
North Carolit��t
Natu/a1lij

Mr. Robert W. Hiles, Jr.
January 9, 2012
Page Two
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 825 linear feet of 6-inch gravity sewer, 760
linear feet of 8-inch gravity sewer, and the discharge of 45,500 gallons per day of collected domestic
wastewater into the City of Statesville 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 August 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 Fourth Creek
WWTP (NPDES No. NC0031836) 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 Mr. Michael Parker at
[phone].
Sincere!
for Chuck Wakild, P.E.
Electronic copies: Christopher Smith, P.E., URS/BP Barber
Cc:
Mooresville Regional Office, Collection System Permit File
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 August 1, 2000, as applicable; and other supporting materials unless specifically
mentioned herein.
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
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 28 .0506(a). and public notice shall be provided as required by
North Carolina General Statute §143-215.1C
1

Pv
4. This permit is not 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 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
August 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
2

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.
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 11 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 9th day of January, 2012
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Chuck Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ003S702

r'NO. WQ0035702
January 9, 2012
OwnerIWQCS PE
Robert W. Hites, Jr. Christopher Smith, P.E.
City of Statesville URS/BP Barber
Post Office Box 1111 Columbia, SC 29202
Statesville, NC 28687-1111
Complete and submit this form to the permit issuing regional office with the following:
• One copy of theproject 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.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
!, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Retail
Shopping Center for RealtyLink, a 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 November 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.
4

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: y r 357
(to be completed by DWQ) 1►/[`]r } n
1. Owner/Permittee:
la. City of Statesville
Full Legal Name (company, municipality, HOA, utility, etc.)
O1 b. Robert W. Hites, Jr. , City Manager
Signing Official Name and Title
Q lc. The legal entity who will own this
(Please
system
review 15A NCAC 2T .0106 (b) for authorized
is:
signing officials!)
ElOthe_ r�speQify):
DIVISION GP R QUALITY
2 • Individual ElFederal 0Municipality
• State/County • Private Partnership MICorporation
0 ld. P.O. Box 1111
le. Statesville
LL Mailing Address City
? I f. NC 1 g. 2$6$7-1111
— . --DEC 2 2 2011
Z State Zip Code
O 1h. 704-878-3583 1i. 704-878-3514 1j. rhites@StatesvilleNN
5,:,,t, ;'a,
� rfc'71V
SV'� �L REGIONAL OFFICE
QTelephone Facsimile
V 2. Proiect (Facility) information:
E-mail
2b. Iredell
J 2a. Retail Shopping Center for RealtyLink
d Brief Project Name (permit will
a 3. Contact Person:
refer to this name) County Where Project
is Located
3a. Dan Esteban, P.E. , URS/BP Barber
Q Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 864-527-4744 3c. [e-mail]
Phone Number E-mail
1. Project is 0 New ❑ Modification (of
an existing permit) If Modification,
Permit No.:
2. Owner is ® Public (skip to Item B(3))
2(a))
■ Private (go to Item
2a. If private, applicant will be: 2b.
❑ 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))
If sold, facilities
owned by a (must choose one
(Instruction C)
Assoc./Developer (Instruction D)
• Public Utility
❑ Homeowner
3. City of Statesville
Z Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
2 4a. Fourth Creek Waste Water Treatment Plant 4b. NC0031836
QName of WWTF WWTF Permit No.
M 5a. City of Statesville
5b. 8" ►�i Gravity
5c.
OOwner of Downstream Sewer
LL 6. The origin of this wastewater is
Z
Receiving
(check
Sewer Size Force Main
Permit # of
centers)
Downstream Sewer (Instruction E)
100 % DomesticlCommercial
!NI
all that apply):
ElRetail (Stores, shopping
❑ Institution
El Hospital
❑ Church
1—■ Residential Subdivision
0 % Industrial (attach
❑ Apartments/Condominiums
2 • Mobile Home Park
description.)
(RO: contact your Regional Office
Pretreatment staff)
0_ % Other (specify):
0 School
W ■ Restaurant
• Nursing Home
LL III Office
■ Other (specify):
m
7. Volume of wastewater to be allocated
or permitted for this particular project:
45,500 gallons per day
*Do not include future flows
8. If the permitted flow is zero, indicate
or previously
why:
in
of existing
permitted allocations
Line where flow will be permitted in subsequent
Permit No.
permits that connect to this line
NCAC 02T .0303 to determine if a
• Pump Station, Outfall or Interceptor
■ Flow has already been allocated
❑ Rehabilitation or replacement
permit is required)
sewer with no new flow expected (see 15A
FTA12/07

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).
From 15A NCAC 2T .0114 (see attached), "Stores and shopping centers without food service" requires a minimum daily
flow rate of 100 ga111000 sq ft. Using the development's proposed area of 70,000 sq ft, a daily design flow rate
was calculated to be [100 ga111000 sq ft] * [70,000 sq ft] = 7000 gal/day.
From "Land Development Handbook" by Dewberry & Davis (see attached), Figure 11.2 advises using a Peak Flow
Factor of 6.5 for determining the maximum daily flow for design. Using a Peak Flow Factor of 6.5, the maximum
daily flow for design was calculated to be [7000 gal/day] * [6.5] = 45,500 gal/day.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Length (feet)New Gravity or Additional
Len
Size (inches) g Force Main
8 760 Gravity
6 705 Gravity
4/67__ . pia LMA+ I genii eAolPerit 120 Gravity
o drv'd /-(-zor� 4t.tP
w
Z11. Summary of Pump Stations wI associated Force Mains to be Permitted (attach additional sheets as necessary)
zPump Station Location ID
0
U
Z
0
H
Design Flow
(MGD)
Operational Point
GPM @TDH
(self chosen - as shown on planslmap for reference)
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
ce Pump Station Location ID (self chosen - as shown on plans/map for reference)
0
LL
Z
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w!MTS
Force Main Size
Force Main Length
w
a Pump Station Location ID (self chosen - as shown on plans/map for reference)
CO
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator MATS;
2 - portable generator wIMTS
Force Main Size
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 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?
® 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
FTA12/07

'14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ N/A
❑ N/A
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: ❑ and provide details
C. CERTIFICATIONS
Ia.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1. Robert W. Hites, Jr. , attest that this application for Retail Shopping Center for RealtvLink has been
reviewed by me and is accurate and complete to the best of my knowledge. 1 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 143-215.6B, 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.
/4-2*
Signing Official Signature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
i, Christopher C. Smith, P.E. , attest that this application for Retail Shopping Center for RealtyLink 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 1 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 $25, 000 per violation.
2a. Christopher C. Smith, P.E.
Professional Engineer Name
2b. URSIBP Barber
Engineering Firm
2c. P.O. Box 1111
Mailing Address
2d. Columbia
City
29. 803-254-4400
2h. 803-771-6676
Telephone Facsimile
2e. SC 2f. 29202
State Zip
2i.-Ch-FiS-S=ni4n41
E-mail
Chri5,G,5rit=f/7@Ulrl,coP
t111111111///
•Q �C
SEAL
PE Seal, Signature & Date
I2 —
FTA12/07

Retail Shopping Center for RealtyLink
Statesville, NC
Project Narrative
For Fast -Track Application (FTA 12/07)
RealtyLink is planning to construct a commercial development in Statesville, North Carolina. The
project site is located off of US Highway 21 behind the Chickfil-A and Ruby Tuesday restaurant sites,
approximately 0.5 miles from Interstate 40. The project will disturb approximately 9.3 acres. The project
area is bordered by Fourth Creek Landing Drive to the south, Ruby Tuesday and Chick-fil-A to the west,
Home Depot to the north, and residential apartments to the east. Approximately 760 LF of new 8"
gravity sewer, 705 LF of new 6" gravity sewer, and 120 LF of new 4" gravity sewer will be installed and
connected to an existing 8" gravity sewer main running along Fourth Creek Landing Drive on the south
border of the project.
Page 1•of 1

COS-FC 007
cF� 1E,9 State of North Carolina
QG Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name: City of Statesville
Project Name for which flow is being requested: Retail Shopping Center for RealtyLink
More than one FTSE--10/07 may be required for a single project tf 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: Fourth Creek Wastewater Treatment Plant
b. WWTP Facility Permit #: NC0031836
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
4.00
0.210
3.010
.0455
3.2655
80.88%
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 Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
III. Certification Statement:
I, Robert W. Hites, Jr., City Manager, 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 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 II for which 1 am the responsible party. Signature of this form indicates
acceptance of this wastewater fl w.
7/ /-2 /7///
Signing Official SignatDate

QIit of
tatty utlle
jJ. OB. fax 1111 • 'tatesuille. Nara (raralina 28E1117
14 December, 2011
Dan Esteban, P.E.
Senior Project Manager
128 Millport Circle, Suite 100
Greenville, SC 29607
RE: Flow Acceptance
For Statesville Retail Project
Dear Mr. Esteban:
We have reviewed your request for flow acceptance. The City of Statesville has adequate
capacity to accept 45,500 gallons per day of wastewater. The receiving facility is the
Fourth Creek Wastewater Treatment Plant, permit number NC0031836.
Please be advised that this acceptance in no way waives or exempts property owners or
occupants from any part of the City of Statesville, Sewer Code Ordinance, including
section(s) dealing with pre-treatment unless such waiver or exemption is approved by the
City Council.
If you have any additional question or need any additional information, please contact me
at 704-878-3438.
Lenwood F. "Joe" Hudson, Director
Water Resources Department
Cc: Larry Pressley

(ilittj of
*ttttesuille
I. CO. dux 1111 e Nortil &rulina 2H&87
14 December, 2011
Dan Esteban, P.E.
Senior Project Manager
128 Millport Circle, Suite 100
Greenville, SC 29607
RE: Flow Acceptance
For Statesville Retail Project
Dear Mr. Esteban:
We have reviewed your request for flow acceptance. The City of Statesville has adequate
capacity to accept 45,500 gallons per day of wastewater. The receiving facility is the
Fourth Creek Wastewater Treatment Plant, permit number NC0031836.
Please be advised that this acceptance in no way waives or exempts property owners or
occupants from any part of the City of Statesville, Sewer Code Ordinance, including
section(s) dealing with pre-treatment unless such waiver or exemption is approved by the
City Council.
If you have any additional question or need any additional information, please contact me
at 704-878-3438.
Lenwood F. "Joe" Hudson, Director
Water Resources Department
Cc: Larry Pressley

URS I BP Barber
South Carolina State Plane, NAD 83
Zone 3900, International Feet
1 inch = 500 feet
0 250 500 1,000
Feet
USGS Topographic Map
Retail Shopping Center
Iredell County
Statesville, NC

URS I BN Barber
Approximate location of 8"
project sewer main connection
to existing 8" sewer main along
Fourth Creek Landing Drive
South Carolina State Plane, NAD 83
Zone 3900, International Feet
1 inch = 500 feet
0 250 500 1,000
Feet
Aerial Map
Retail Shopping Center
Iredell County
Statesville, NC

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URS I B P Barber
South Carolina Stale Plane, NAD 83
Zone 3900, International Feet
1 inch = 2,000 feet
0 1,000 2,000 4,000
CCIM Feet
Site Location Map
Retail Shopping Center
Iredell County
Statesville, NC

RECEIVED
DIVISION OF WATER QUALITY
BP Barber
December 21, 2011
NC DENR
Mooresville Regional Office
610 E. Center Avenue
Mooresville, NC 28115
DEC 2 2 2011
SWP5_.
MOORESVILLE REGIONAL OFFICE
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RE: Retail Shopping Center
For RealtyLink
Statesville, North Carolina
URS/BPB Barber Project No. 46422200
To Whom It May Concern:
On behalf of RealtyLink, URS / BP Barber is pleased to submit the above referenced
project for plan review and compliance with NCDENR regulations. The project consists of the
construction of 760 linear feet of 8" gravity sewer main, 705 linear feet of 6" gravity sewer main,
and 120 linear feet of 4" gravity sewer service. This new sewer main system will connect to an
existing 8" sewer main located along Fourth Creek Landing Drive and will provide sewer service
to a new retail/commercial development. The following items are included for this submittal:
• One (1) Original and One (1) Copy of NCDENR Fast -Track Application for
Gravity Sewers, Pumps Stations, and Force Mains
• One (1) Original and Two (2) Copies of City of Statesville Flow Acceptance
Letter
• One (1) Original of NC DENR Flow Tracking/Acceptance for Sewer
Extension Permit Applications
• One (1) Copy each of Three Maps: USGS Topographic Map, Aerial Map,
and Site Location Map
• Plan Review Fee of $480.00
We trust this application is to your satisfaction and look forward to your approval. If you
have any questions or comments regarding the above or enclosed information, please do not
hesitate to contact me.
Very truly yours,
URS / BP Barber
6140-0^)
Andrew P. Allen, P.E.
Project Engineer
Enclosures
URS Corporation
128 Millport CircEe. Suite 100
Greenville. $C 29607
Tei: 864.672.2000
Fax: [phone]
www.urs.con

Permit Number WQ0035702
Central Files: APS SWP
01/09/12
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
michael.parker
Coastal SW Rule
Permitted Flow
45500
Facility
Facility Name
Retail Shopping Center for RealtyLink
Location Address
Owner
Major/Minor Region
Minor Mooresville
County
Iredell
Facility Contact Affiliation
Owner Name Owner Type
City of Statesville Government - Municipal
Owner Affiliation
Robert W. Hites Jr.
PO Box 1111
Statesville
Dates/Events
NC 286871111
Scheduled
Orig Issue App Received Draft Initiated issuance Public Notice Issue Effective Expiration
01/09/12 12/22/11 01/09/12 01/09/12
Regulated Activities Requested/Received Events
Retail Additional information requested
Wastewater collection Additional information received
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

RECEIVED
DIVISION OF WATER QUALITY
SEP122012
sw.
MOORESVILLE REGIONAL OFFICE
September 7, 2012
Mr. Chuck Wakild, P.E.
Mooresville Regional Office
Surface Water Protection
610 East Center Avenue, Suite 301
Mooresville, NC 28115
RE: Permit No. WQ0035702
Retail Shopping Center for RealtyLink
Wastewater Collection System Extension
lredell County, North Carolina
URS Corporation Project No. 46422200
Dear Mr. Wakild:
We are submitting the final documentation in reference to NC Wastewater Collection
System Extension Permit No. WQ0035702 for the Retail Shopping Center for RealtyLink in
Statesville, NC.
Please find enclosed one (1) copy of the project Record Drawings of the referenced
wastewater collection system extension, the Engineer's Certification signed and sealed, and a
letter from the contractor indicating that inspections and tests were performed.
With this information we feel that the submittal is complete. if there are further questions
or comments related to these items, please contact me at your earliest convenience. We trust this
information is to your satisfaction and look forward to your approval.
Very truly yours,
URS Corporation
Christopher C. Smith, P.E.
Senior Project Manager
URS Corporation
128 Millport Circle, Suite 100
Greenville, South Carolina 29607
864.609.9111
864.609.9069
www.urscorp.com

Permit No. W00035702
January 9. 2012
OwnerIWQCS
Robert W. Hites, Jr.
City of Statesville
Post Office Box 1111
Statesville, NC 28687-1111
PE
Christopher Smith, P.E.
URS/BP Barber
Columbia, SC 29202
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.
l C�rr
ENGINEER'S CERTIFICATION
❑ Partial ® Final
C4 )"" , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (© periodically, ❑ weekly, ❑ full time) the construction of Retail
Shopping Center for RealtyLink, a 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 November 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.
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U.L. WILSON
BUILDING COMPANY
Mr. Shawn McCleskey
RealtyLink
550 South Main Street, Suite 300
Greenville, SC 29601
Dear Shawn:
180 WILSON PARK ROAD STATESVILLE, NC 28625-8506
P-$Ow 704.872.241 1 FA 704.872.8281 EMwc_ bulldaglwilson,com
COrn:Ykerct-i: and Iris ut;trial Construction Since 1-;L-,4:1u
August 27, 2012
Re: Statesville Retail Development Center
Statesville, North Carolina
This letter is to certify that we had qualified supervision on site during the sanitary sewer
construction to ensure that it met plans and specifications. Additionally, the sanitary sewer
facilities were inspected and tested in the presence of both our supervision and the City of
Statesville's engineering department.
Very truly yours,
G. L. WILSON BUILDING COMPANY
Benjamin L. Loftis,
Project Manager
BLUab