WQ0034887_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
July 27, 2010
Mr. Todd Bonnett, Director of Real Estate
Aldi, Inc.
1985 Union Church Road
Salisbury, North Carolina 28146
Subject: Permit No. WQ0034887
Aldi Store No. 107
Wastewater Collection System Extension
Mecklenburg County, North Carolina
Dear Mr. Bonnett:
In accordance with your complete application received on July 19, 2010, we are forwarding
herewith Permit No. WQ0034887, dated July 27, 2010, to A[di, Inc. for the construction and operation of
the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, and shall be subject to the conditions and limitations as specified therein. This
cover letter shall be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3, which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regional Office
Location: 610 East Center Ave., Suite 301 Mooresville, NC 28115
Phone: [phone] \ Fax: [phone] Customer Service: 1-877-623-6748
Internet: http:llportal.ncdenr,orglweb/wq
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled/10% Post Consumer paper
Nne
orth Carolina
Naturally

Mr Todd Bonnett
July 27, 201:0
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 686 linear feet of 2-inch force main and
pump station, and the discharge of 2,146 gallons per day of collected domestic wastewater into the City
of Charlotte 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 McAlpine Creek
WWTP (NPDES No. NC0024970) 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],
Electronic copies:
Cc:
Sincerely;
for Coleen H. Sullins
Erin Hall, Mecklenburg County Development of Water Quality
Philip Edwards, Mecklenburg County
Barbara Gross, CMU
R. Clay Lewis, PE
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 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 21 .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 §143-215.1C.
1

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 Perrnittee forthe 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
(locaI, 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 NCGO10000, 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 Qua y 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
fallowing first knowledge of the occurrence. This report shall outline the actions taken or
proposed to ensure that the problem does not recur. Part Il 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 27th day. of July, 2010,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0034887
3

Permit No. WQ0034887
July 27, 2010
OwneriWQCS
Todd Bonnett
Aldi,
1985 Union Church Rd.
Salisbury, NC 28146
PE
R. Clay Lewis, PE
Haines, Gipson, & Associates
1550 N. Brown Road, Suite 100
Lawrenceville, GA 30043
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 resultinain non-compliance with this permit,
regulations or minimu,rn de ia.
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 El Final
, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (LI periodically, LI weekly, LI full time) the construction of Aidi Store No.
107, 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 perrnit, 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 perrnit and shall subject the Permittee to
appropriate enforcement actions.
4

USE THE TAB KEY TO MOVE FROM FIE
1. Owner/Permittee:
I a,
161 i Ut
It. Mailing Addre
Z 1f. 0
z
0
z
State
l h. 'r 04
Telephone
2. Protect (Faci'lityl
2a.
3.
3a,.
3b.
Brief Project Name (
Contact Person
J
F
Signing Official Name and Tulle (Please review NCAC 2T
The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality 0 Stet aunty 0 Private Partnershi
1
plication Number:
(to be completed by G3WQ)
Facsirptite
Name and Affiliation of Someone d'ho Can Answe
l
Phone Number
(� Modifi
tion (of an existing
2. Owner is 0 Public (skip io Item B(3))
3,
4a
private, applicant will be:
Retaining Ownership (i.e. store, church, single office, etc,) or
asing units (lots, townhomes, etc, - skip to item 6(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
1e.
City
1g.
Zip Code
2b,
E-mail
ounty
uestions About this Appl
dification, Pe
ivate (gay to Item 2(a))
Owner of Wastewater Trea
14�
e of WWTF
Facili
2
oriz
signing offic
Project is
it No..
es owned by a (must choose o
0 Public Utility (instruction C)
0 Homeowner Assoc/developer (Instruction 0)
Treating Wastewater Fr
4b.
WWTF Pe
5a.. , .. 6 H.i) s. 156. Gravity
Owner of Downstream Sewer iReceiving Sewer Size Force Main
The origin of this wastewater is (check all that apply):
,
0 Residential Subdivision
© Apartments/Condominiums
© Mobile Home Park
0 School
0 Restaurant
0 Office
Retail (Stores, shopping centers)
Institution
0 Hospital
0 Church
0 Nursing Home
0 Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project:
*Do not include future flows or previously permitted allocations
3. If the permitted flow is zero, indicate why:
it No,
Domestic/Commercial
Industrial (attach
description)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
14 ,, gallons per day
0 Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07

`w
Z
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).
9
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
1. Summar
Length (feet)
f 40 LF
New Gravity or Additional
Force Main
of Pump Stations w! associated Force Mains #o be Permitted (attach additional sheets as necessary)
Pump Station Location ID
Design Flow
(MGD)
Q'
Z,
0
+` F J 7 (self chosen - as shown on plansimap for reference)
Operational Point Power Reliability Option
GPM @TDH/t permanent generator wIATS;
,f » 2 - portable generator w/MTS
Force Main Size Force Main Length
QPump Station Location ID
2 Design Flow
Et (MGD)
0
(self chosen - as shown on plans/map for reference)
Operational Point Power Rollabtlity Option
GPM @TDH i permanent generator wIATS;
2 - portable generator wIMTS
Force is in Size Force Main Length
Location ID (self chosen -
Design Flow
(MGD)
Operational Pain
GPM @TDH
Power Reliability Option
- permanent generator w/ATS;
2 - portable generator w/MTS
shown on planslrnap for reference)
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?
0 Ye No No If Yes, permit number of 2`"d treatment facility
(RO — if yes" to 8,12 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
ap livable?
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
FTAi2/07

" 14, Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes El No /A
Sedimentation and Erosion Control Plan? Yes a No © NJA
Stormwater? Yes © No C3 N/A.
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? Thee hieswill be9onsiderejAah priorityand must t be checked once every six months
Check if Yes: 0 and provide details ^ J
Owner/Permitte's Certification: (
nature of Signing Official and Project Name)
� '. 4',
1 �jj 0N>V CT" attest that this application for ��¢.Mt'�4Ri 7$ as been
reviewed byme and is accurate and complete too the best of my knowledge. 1 understand that if all required parts of this
application am 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 moil te#ie up to $25, 000 per violation.
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION, THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY;
to TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
z
0
Profession& Engineer's Certification: (Signature of Design Engineer and Project Name)
,
l; � ,� �/L� � �i �.r"� i � ,attest that this application for ��,!�,� I _ �1 � � � � to 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
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.
,,,r„i
Professional Engineer Name
2b.
Engineering Firm
2
2d.e ,* i 2e. tA 2.f
City
State
Zip
NC PE
al, Sjgniurp & Date
FTAi2/07

Proiect Narrative for Aldi Store #107 private, wet
well. mounted Lift Station
Lift station will serve new Aldi grocery store # 107 at 10629 Park Road,
Pineville, North Carolina. The proposed building area of 17,886 s.f. will
produce approximately 2,146 gallons per day based on 120 gpd / 1,000 s.f.

OTTE...M
CHARLOTTE-MECKLENBURG
UTILITIES
May 25, 2610
Mr. Jeff Strickland
Haines, Gipson & Associates, Inc.
1550 North Brown Road
Suite 100
Lawrenceville, GA 30043
SUBJECT: WATER AND SEWER PLOW ACCEPTANCE
ALAI STORE# 107
10629 PARK ROAD
TAX PARCEL# 331-192-15
C-MU TRACKING# 600-10-438
In response to your request, a flow acceptance study of the subject si
following has been determined
p
e
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 2,146 gallons Per day ('i 7,886
ft= retail x 120 gpoll ,©©0 ft') 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. Please see attached basin map
and NC DENR flow tracking form.
Charlotte -Mecklenburg Utilities agrees to furnish water to the subject project The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR, However, C.harlotte'Mecklenburg Utilities cannot guarantee a
constant pressure or quality of flow.
Due to the involvement of other agencies and continuing growth of the water and sewer system, the
ability to provide service for future projects cannot be guaranteed nor reserved. Connection to the
Charlotte-Meckienburg Utilities system is accepted on a first come„ first served basis,
The applicant should understand that this letter is not author' ation to construct private water or sewer
systems, as the appropriate local or State permits are required prior to construction.. if the appropriate
authorization to construct permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance- and payment for service co s� t� been received within
year of the issuance of this flow acne fencethis flow acceptance approuat shad£ be rescinded anrt e ne w
flow acc tprrc r rfvest must be n acie. If you have any questions, you may contact me at 14,
5129,
Sincerely
ra Gross
Engineering Assisla
New Services Section
CHARLOTTE-MECKLENSURG UTILITIES
Customer Service Division New Services Se
vww,C uwF es,Com
Brookshire t ravel var"ct
Chadotten NC 28216
Ph: 704/399-2221
Fax: [phone]

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Site
C-MU# 600-10-548
Charlotte -Mecklenburg Utifites
WWTP Service Areas with Basins

USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI
igning Offrciai Name and Ttie (Please review'15A NCAC 2T .g
lc. The legal entity who will own this system is:
0 Individual © Federal ❑ Municipality
00 i
Mailin,
1 f.
Addres
State
1 h. "104 C,
Telephone
2. Project (Facility) infonmationt
J 2a. 1,n,„C2 5-1..4,
Ct.
on Number:
(to be cmpieted by OWQ)
6) for authorized signing of icialsl)
County ❑ Private Partnership Corporation ❑ Other (specify):
le,
1g.
Zip Code
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. 1 ' j
Name and Affiliation of Someone Who Can Answer
3b. -10
Phone Numtse
1. Project is XNew ❑ Modifi
2. Owner is ❑ Public (skip to Item B(3))
2a. If private, applicant will be:
1 . Retaining Ownership (Le, store, chums, single office, etc) or
■ Leasing units (lots, townhomes, etc. - skip to Item 8(3))
0 Selling units (tots, townhomes, etc. - go to item B(2b))
613. :. Gravity
Size tl Force Main
The origin of this waste
• Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Parts
• School
❑ Restaurant
❑ Office
check
26,
E-mail
Cou
,y.
ions About this Appil tion
E-mail
vate (go to 'tern 2(a))
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Instruction 0)
that apply):
Permit # of Downsm Sewer (lastrtctlon E)
Retail (Stores, shopping centers)
Institution
❑ Hospital
Church
❑ Nursing Home
❑ Other (specify'):
7. Volume of wastewater to be allocated or permitted for this partbcular project:
*Do not include future flows or previously permitted allocations
S. if the permitted flow is zero, indicate why:
00 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
4 gallons per day
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T ,0303 to determine if a
permit is required)
FTA 1.2/07

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).
F E 27Le
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
11. Summary of Pump Station
New Gravity or Additional
Force Main
associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID /4� "�1') j 01 (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
(MGD) Operatlonal Point 1 permanent generator w!ATS; Force Main Size Force Main Length
GPM T'DH i 2 - portable generator w/MTS /I A
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM �TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point
(MGD) GPM �TDH 1 - permanent generator WATS; Force Main Size Force Main Length
2 - portable generator w/MMTS
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 29d treatment facility
(RO if "yes" to B,12 please contact the Central Office PERCS Unit)
1 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
ap licable?
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
FTA12/07

' 14, Have the following permits/certifications been submitted for approval for the system or project to be served?
t
OM,74,yr
Wetland/Stream Crossings - General Permit or 401Certification? 0 Yes 0 No /A
Sedimentation and Erosion Control Plan? Nes 0 No 0 N/A
Stormwater? Yes 0 No 0 N/A
15, Does this project include any high priority lines, ee 15A NCAC 02T 0402 (2)] involve aerial lines, siphons, or interference
manholes)?
Check if Yes: 0 and provide details
mus,t be checked once .averYItis months
Owner/Pemiittee's Certification: (Signature of Signing Official and Project Name)
1, • ta) AiNt 7T , attest that this application for,c T'IMY NIMP rice/ has been
reviewed by rWe and is accurate and complete to the best of my knowledge, understand that if all required parts of this
application are not completed and that if alt required supporting documentation and attachments are not included, this
application package is subject to being returned es 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 $25, 1 blation.
Dat
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
Cf) TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
z
I— 2. Professional Engineer's Certification. (Signature of Design Engineer and Project Name)
Igt
(4.44 , attest that this application for 4-1,17 7T 0 Vlhas 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 end 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
O 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 143-215,6S, 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. V--
Professional Engineer Name
2b„
Engineering Firm
NC PE Seal, Sigpature & Date,
r
FTA12107

Project Narrative for Aldi Store #107 private, wet
well mounted Lift Station
Lift station will serve new Aldi grocery store # 107 at 10629 Park Road,
Pineville, North Carolina. The proposed building area of 17,886 s.f. will
produce approximately 2,146 gallons per day based on 120 gpd / 1,000 s.f.

LOTTE
CHARLOTTE-MECKLENBURG
UTILITIES
May 25, 2010
Mr. Jeff Strickland
Haines, Gipson & Associates, Inc.
1550 North Brown Road
Suite 100
Lawrenceville, GA 30043
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
AUDI STORE# 107
10629 PARK ROAD
TAX PARCEL# 331-192-15
C-MU TRACKING# 600-10-438
In response to your request, a flow acceptance study of the subject site has been completed and the
following has been determined:
Charlotte -Mecklenburg Utilities agrees to accept the gravity sewage flow of 2,146 gallons per day (17,886
ft" retail x 120 gpd/1,000 ft') 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, Please see attached basin map
and NC DENR flow tracking form
Charlotte -Mecklenburg Utilities agrees to furnish water to the subject project. The water quality to the
subject project is regulated by the State Drinking Water Act Amendments of 1986, and The Water Supply
Management Plan, dated October 2005, (WSMP # 05-01702 & PWS ID # 0160010), on file with the
Public Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utilities cannot guarantee a
constant pressure or quality of flow.
Due to the involvement of other agencies and continuing growth of the water and sewer system, the
ability to provide service for future projects cannot be guaranteed nor reserved. Connection to the
Charlotte -Mecklenburg Utilities system is accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct private water or sewer
systems: as the appropriate local or State permits are required prior to construction fjearodte
authorization to construct permits are not obtained and construction has not started within year of
issuance of this flow acceptance, and payment for service connectionts has not been received within (1)
year offhe issuance of this flow acceptance, this flow acceptance approval shall be rescinded and a new
flow acceptance,reauest 177LiSt:be made, If you have any questions, you may contact rne at (704) 391-
5129,
Sincerely,
Barbara Gross
Engineering Assistant
New Services Section
CHARLOTTE-MECKLENBURG LITI'LITIE$
vision New Services Section
wwwcalutilities.com,
5100 Brookshire Boulevard
Charlotte, NC 28216
Ph: 704/399-2221
Fax: [phone]

w meallovih( uina
ana «amgIRL m m6
133RalaaRr%aelt
,
m

lard Creek WWTP
Charlotte -Mecklenburg Ut'ilites
WWTP Service Areas with Basins

VICINITY MAP - NOT TO SCALE

TO
HAINES, GIPSON & ASSOCIATES, INC.
Consulting Engineers
1550 North Brown Road, Suite 100
Lawrenceville, Georgia 30043
[phone] FAX [phone]
WE ARE SENDING YOU
Shop drawings
El Copy of letter
COPES
DATE
NO,
ached ❑! Under separate cover via
rints 0 Plans
❑ Change order ❑
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
As requested
❑ For review and comment
0 FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
0 Samples
DESCRIPTION
the following items:
Specifications
❑ Approved as submitted ❑ Resubmit copies for approval
❑ Approved as noted 0 Submit copies for distribution
El Returned for corrections ❑ Return corrected prints
0
COPY TO
SIGNED' FiC-
!f enclosures are not as noted kindly notify us at once.

North Carolina Secretary of State Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OFrHE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27628-0622 (8191807-2000
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http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=5004276 7/20/2010

Central Files: APS SWP07/27/10
ber WQ0034887 Permit Tracking Slip
tegory Status Project Type
rge Active New Project
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
michael.parker
Coastal SW Rule
Permitted Flow
2146
Facility
Facility Name
Aldi Store # 107
Location Address
Owner
Version
1.00
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Mooresville
County
Mecklenburg
Facility Contact Affiliation
Owner Name
Aldi Inc
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Todd Bonnett
1985 Old Union Church Rc
Salisbury NC 28146
Orig Issue
07/27/10
App Received Draft Initiated
07/19/10
Scheduled
Issuance
Public Notice Issue Effective
07/27/10 07/27/10
Regulated Activities Requested/Received Events
Retail
Wastewater collection
Outfall NULL
Additional information requested
Additional information received
Expiration
Waterbody Name Stream Index Number Current Class Subbasin

Permit No, W00034887
July 27, 2010
OwnerFWQCS
Todd Bonnett
Aldi, Inc.
1985 Union Church Rd,
Salisbury, NC 28146
PE
R. Clay Lewis, PE
Haines, Gipson, & Associates
1550 N. Brown Road, Suite 100
Lawrenceville, GA 30043
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 modifica `one re re aired for an chap es resuitin in non-com l�stn vith this permit,
mutati©n Cyr rrttnmum 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 CERTIFICATIC N
as a du! gistered Professional Engineer in the State of North Carolina,
Id A
having been authorized to observe ( periodically, © weekly, © full time) the construction of Aldi Store No,
107, 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 Perrnittae i reponsibie 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

A
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Hkv. '4a 4+..wa .e
4*
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ms wuwre-r ee xm4. 6+. 4,w> 4 444. enram xm..0
0.4 u4
+4�at�oloor, 9
ec 4.T:
NEW FORCE MAIN TO
EXISTING MANHOLE
SAW —CUT k PAT
'SAMY—GUTW.' TM`eATwb! EX T. F94t T.
NEW M*INHOLE
WITH 4 GRAVITY
LINE 70 EXLETTNC
GREENHOUSE AREA
— THE NEW PRIVATE WET WELL HAS BEEN REL)CATWR EROM A PO517p©N
AT TINE SIDE ©F THE NEW ffJJLRING -rO A NEW LANDSCAPED ISLAM°
IN THE MCAT PAKPNG AREA, NO CHANGES, TO THE 14FTINCLL
CONFIGURATION HAVE BEEN MARE,
HC11E', AS —BUILT INFORMATION PROVIDED BY CONTRACTOR —EDEERFIELD CtNVSTRUGIITQN.
GRAPHIC SCALE
ALDI Food Store 10
Pineville, NC
Ps* Rood
TENT Ckf 41 Pk o4O• North C
Mooldergywo CG1E4'/
Rgeol Mime $ Lnaeean:
SITE UTILITY PLAN
RECORD DRAWING
proa4ng Maroc
Avila Na
^f3iMl4t O746-11',
210055

fOROC, YAIN. PROFILE_
5" GRA wry LINX PROF7LE
r YEW,
P,.S IANGES "L9. THE-P C1 &?''3414E.G:LLt9
THE NEW PRIVATE WET WELL HAS BOENRELOCATED FROM A FOSQTION
AT THE SIDE CB THE NEW 6UPLO!NC TO A NEW LANDSCAPE© ISLAND
PN THE FRONT 'PARKING AREA, NO CHANCES TO THE WETWEALL
CONT"PGURADON HAVE AEEN MADE..
NOTE: AS -BUILT INFORM AF(7N PROVIDED BY CONTRACTOR-OCERFFELO CON TRUCT'.
NC
PLA
-2

DATA SCHEDULE
TO: Jeff Strickland
Aides
1. F.M. discharge elevation
2. Pump suction elevation
3. Slab elevation
4. Gravity influent elevation
5. Pump on elevation
6. Pump off elevation
7. Ground elevation
8. Bottom wet well elevation
9, Suction inlet elevation
10. FM length, Type pipe 2" PVC.
11. Type motors specified
12. HP required non -overloading at design conditions
13. HP required for future
14. T.D.H. Minimum
15, T.D.H. Maximum
16. GPM present
17. GPM future
18. Pump selected
19. Pump speed present
20. Pump speed future
21„ Pump impeller type
22. Suction station pipe size", Vel, Suction pipe @ GPM
23. Discharge station pipe size 2", Vel, Discharge pipe 40 GPM, fps
24. FM pipe size 2", Velocity in FM Q 40 GPM, fps
25. Wet well size
26. No. gallons per vertical foot of wet well
BARRY HARMS, P.E.
Engineered Sales
1115 Pleasant Ridge Rd.
Greensboro, NC 27409
[phone]
[phone]
Fax: [phone]
E-madF� [e-mail]
www.tencarva.com
DATE: 2- iul-10
RE: ALDI's - 107
598.00
592.50
602.00
596.94
594,50
593,00
602.00
592,00
592.50
686
Coil filled
2
2
17.62
17.62
40
40
Blue Angel BARDSGP1-2023
3450
3450
Cutter
NA
4,09
4.09
4' diameter

NE SUi NIE iTS or ASINS A
T f1T1-±ER 'IS SPECET`i `TP
VLNT FLANGE
-T�
TO CLJSTOMER+
EXAMINE THIS DRAWING CAREFULLY, VERIFY ALL DIMENSIONS, LL]C::AT[IJNSP AND ELEVATIONS FOR ACrLFACY SIGN
AND DATE AT LINE, ANY MODIFICATIONS [JP CHANGES TO THIS DRAWING DR FINISHED PRODUCT, AFTER IT HAS BEEN
SIGNED, MAY RESULT IN ADDITIONAL, CHARGES ANI) SHIPPING DELAYS. N[I ,JOB WILL. DE STARTED (.INTEL. CONFIRMATION
THROUGH SIGNATURE:,
R 'TYW .7: firT T UI 5 'T"lE".._I 11 i tfi
CONI°IIR ATIJN TFF°R ]UC l TUNA TURF: (E LEASE DRDER FOR PRE]I]UCTIDN
3 4-0 J
NASSN ,MSCC Teo*
48x166-20C w,/ 4. x 60 vb
F3Iue Angel
2
MI', Q 74)-936-W Z
7,0-934-581 I
Y 1

NflTE 14f ACC E N S 1,'IF BASINS
Ir NUT IITHI„RVISFop riallgsa
SFFImGIFIEII
iRRAI LL.._ LAS,IId "I
'ENT
(2) SS UPPER WIPE RAIL BRACKET S I3Y AKA '" 4) LIFTING LuGS
NYLEIN CfuPLING
E XJ EtCIX
FLOAT' BRK
[ICI(
HUB
(4) 2900-30 ELOA'rs
S(3. 1-IIIERGL,A :S ANTI--ELCIAT-r?01 48--
TNC�
PVC: SCH I30 TEE
PVC BRASS GAIT VAB_vES
FVC BALL CHECK VAL"V[;S
PVC SCH 80 UNIONS
LNVIRON BUfltS
(4) ?" PVC SCH 0'0 EL.RITW'S
?' PVC DRAIN CHECK VALVE
urnc PAILS
PVC SCH c30 DISCHARGE PIPE
LP" PVC SCH 30 MALE ADAPT'RS
1 COMERY BASE ELBMTW'S 'BY AK
TO CUSTOM[R+
EXAMINE THIS DRAWING CAREFUL: L VERIVY ALL DIMENSIONS, LDCATIONS, AND ELEVATIONS FOR ACCURACJY. SIGN
AND DATE Al LINE, ANY MODIFICATIONS U6 CHANGES TO TFIIS I.IRAWING OR FINISHED PRODUCT , AFTER IT HAS BEEN
SIC;NEJJ, MAY RESULT IN ADDITIONAL CHARGES AND SHIPPING DEL AYSP NO xi WILL BE STARTED UNTIL CONFIRMATION
THROUGH SIGNATURE,
cI L LJ ti:TEU..w}RNATOPt D T°r. ElZ A V
r:DNrIRMA`rIuw TURD i1'° SIGNATURE RELEASES ORDER FOR RRUDUC1`I[IN
T NCAR VA MACHIN MY'
JW9 REF4fiFFCG I Note
IMSIN 1 r EF'Rr)4
48X 166- 201
CiiVEP 9ESC'r1(PTfl 4 VNv~
I/ 4" ALUM
VRAVM BY« D piTT S
s 4s-v.1i;. 111

Fir
IHAINES, GIPSON &ASSOCIATES, INC.
Consulting Engineers
1550 North Brown Road, Suite 100
Lawrenceville, Georgia 30043
[phone] FAX [phone]
TO
'' 1
WE ARE SENDING YOU E Attached 0 Under separate cover via the following items:.
Shop drawings
0 Copy of letter
GY Fsrints
0 Change order
0 Plans
O Samples 0 Specifications
;OPIES DATE NO
ESCRIPTI
THESE ARE TRANSMITTED as checked below:
For approval
O For your use
D As requested
O For review and comment
El FOR BIDS DUE
Cl Approved as submitted
Q Approved as noted
O Returned far corrections
REMARKS
O Resubmit
O Submit
Cl Return
copies for approval
copies for distribution
corrected prints
El PRINTS RETURNED A LOAN TO US
COPY TO
SIGNED:
It enclosures are not as noted, kindly notify us at once,