WQ0034240_Regional Office Historical File Pre 2018

Beverly Eaves Perdue
Governor
Mr. Bruce Bleiman, Manager
B&H Holdings, LLC
5960 Fairview Road, Suite 400
Charlotte, NC
Dear Mr. Bleiman,
ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins Dee Freeman
Director Secretary
July 31, 2009
Subject: Permit No. WQ0034240
Waxhaw Retail Village
Wastewater Collection System Extension
Union County, North Carolina
In accordance with your complete application received on July 27, 2009, we are forwarding
herewith Permit No. WQ0034240, dated July 31, 2009, to B&H Holdings, LLC for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 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.ncwateroualitv.orq
An Focal Onnortunity 1 Affirmative Action Emolover — 50% Recycled/10% Post Consumer eaoer
No thCarolina
aturall,

Mr, Blejrnan
Page 2
,.14 31, 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 658 linear feet of 8-gravity sewer and the
discharge of 27,500 gallons per day of domestic wastewater into the 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 ancf wastewater collected by this system shall be treated in the 12-Mile VVWTP
(NPDES No.NC0085359) prior to being discharged into the receiving stream.
Assessing subsequent impacts to the downstream collection system and VVVVTP is the complete
responsibility of Union County Public Works, Union County must utilize whatever tracking tools
necessary for planning additions of sewer flow in order to maintain compliance with the WWTP
permitted limits and their collection system permit WQCS00054,
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
663-1699.
pease contact Dee Browder at (704)
Sincerely,
for Coeen H. Su ins
cc: Mooresville Regional Office, Collection System Permit Files
Surface Water Protection Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become Voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 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 (Le.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.
1

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.
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 28 .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.

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 l 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 probiem 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 31st day of July, 2009.
• NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0034240 •
3

ast Track Engineering C
Permit No. WQ0034240
July 31, 2009
OwneriWQCS
Bruce Bleiman, Manager
B&H Holdings, LLC
5960 Fairview Road, Suite 400
Charlotte, NC 28210
ertification
WQCSNVWTP
Scott Huneycutt
Union County
500 North Main St, Suite 500
Monroe, NC 28112
PE
James Basinger
Stewart Engineering, Inc.
200 S. College Street, Suite 720
Charlotte; NC 28202
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.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professiohal Engineer in the State of North Carolina, having been
authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of Waxhaw Retail Village, a Union
County project for the Permitted, 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.

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/P
Full Legal Name (cornpan, runicipality, HOA, utility, etc.)
lb,.(r�
Signing
The legal en
0 Individual
Mailing Address
t ti
State.
Telephone
Protecacill
e and Title (P ease review 15A
Application Number:
(to be completed by DWQ
AC 2T .0105 (b
vho will own this system is;.
Federal 0 Municipality 0 State/County 0 Private P
l3rief Project Name
Contact Person:
Name and Affiliation o
3b.
Phone Number
Project is XNew
Facsimile
ation:
t! ".
mill refer tona
Somed'ne
2b
el County
uthorized signing officials!
hip 0 Corporation
Other (speci(
here Project is Located
r Questions About this Application
E-mail
edification (of an existing permit)
Owner is 0 Public (skip to Item 8(3))
2a. If private, applicant will be:
Retaining Ownership (i,e. store, church, single office, etc.)
easing units (lots, townhomes, etc. - skip to item B(3))
erring units (lots, townhomes, etc. - go to Item B(2ib))
Owner of Wastewater Trtm rt Facility (W
4a ( {
odification, Permit No.:
Private (go to item 2(a))
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction G)
0 Homeowner Assoc./Developer (Instruction D)
TF) Treating Wastewater Fr
j(j;""` t'v`':)j5b. Gravity 5c
Owner of Downstream Se 'Receiving Sewer Size;© Force Main
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
Restaurant
Office
This Project
TF Permit No.
Perm
Retail (Stores, shopping centers)
Institution
o Hospital
0 Church
0 Nursing Home
© Other (specify):_
of Downstream Sewer (Instruction E)1
Domestic/Comrnercia
Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
" a Other (specify):
Volume of wastewater to be allocated or permitted for this particular project:'` gallons per day
`Do not include future flows or previously permitted allocations
if the permitted flow is zero, indicate why:
Pump Station, ©utfall 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

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0
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 request
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater u
data in accordance with 15A NCAC 2T .0114 (f)..
10, Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
1. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets a necessa
Pump Station Location ID
Design Flow
(MGD)
Operational Point
GPM @TDH
chosen - as shown on plans/map for re
Power Reliability Option
- permanent generator wWATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Loca
Design Flow
(MGD)
Operational Point
GPM @TDH
(self chosen - as shown on planslmap for reference)
Power Reliability Option
- permanent generator wWATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Pump Station Location ID
Design Flow
(MGD)
Operational Poin
GPM @TDH
(self chosen as shown on plans/map for reference)
Power Reliability Option
- permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
2. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
© Ye
(RO
f Yes, permit number of 2nd treatment facility
yes" to 8,12 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 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
FTA t 2/d7

e following permits/certifications been submitted for approval for the system or project to be served?
WetlandlStrearn Crossings - General Permit or 401 Certification? © Yes © No N/A.
Sedimentation and Erosion Control Plan? Yes [) No 0 N/A
Yes ©No O N/A
Stormwater?
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
heck if Yes: D and provide details
Grier/Perittee` Certification: (Signature of Signing Official and Project Name)
s�tl�i t 1', attest that this application for r t i �t has been
reviewed by me and i 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 tee $25,000 per violation.
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)
-"��
4"! tli" , attest that this application for O► 4 A {-e, kti has been
reviewed by me and is acc ate, omptete and consistent with the information in the engineering plans, cal ulations, and
all other supporting documentation to the best of my knowledge. l 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 l 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. ..)I"„... .
Telephone Fac
NC PE Seas, Signature & Gate
FTAI2/07

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MUSES 1 km N of Waxhaw, North Carolina, United States 01 'Jul 1993
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PIPPIPIFF-7/7/2009
12:40 PM
USE BREAKDOWN
Waxhaw Retail Village
Estimated Sanitary Sewer
Demand Computations
Prepared By:
James R. Baysinger II , P.E.
Stewart Engineering, Inc.
Restaurant
Office
Retail
Square Feet
gpoll5 Sq. Ft.
gpd
Employees
gpd/Empl.
gpd
Square Feet
gpd/1000 Sq. Ft.
gpd
Building 1
1390
40
3700
20
25
490'
4850
130
630
Building 2
830
40
2200
12
25
29D
2850
130
370
Building 3
830
40
2200
12
25
290
2850
130
370
Building 4
1160
40
3100
16
25
410
4000
130
520
Building 5
900
40
2400
13
25
320
3150
130
410
Building 6
1800
40
4800
26
25
650
6460
130
840
Building 7
1010
40
2700
14
25
350
3540
130
460
7920
21100
113
2800
27700
3600
SUMMARY:
Restaurant: 7920 Square feet (540 Seats) x 40 gpd per 15 square f eet = 21100 gpd
Office: 113 employees x 25 gallons per employee per day = 2800 gpd
Retail: 27,700 square fie et x 130 gallons per 1000 square feet per day = 3600 gpd
NOTES:
TOTAL= 27500 gpd
1. Rates Based on 15A NCAC 2T .1114 Wastewater Design Flow Rates
2. Square Feet of Restaurant and Retail use and number of E mployees are preliminary estimates and are subject
to change. The breakdown above presents approximate distribution within the project of the Sewage Flow
Allocation provided by Union County as per the letter from Richard P. Black, Interim county Manager, dated
January 23, 2008. Sewage Capacity may be redistributed within the project, but the total Sewage Flow from the
project shall not exceed 27,500 gpd.
3. Values are estimated and include rounding of v alues to appropriate precision. Square feet of Restaurant and
Retail space is rounded to the nearest 10 square feet. Gallon per Day (gpd) Is rounded to the nearest 10 gpd in
the breakdown and to the nearest 100 gpd in the summary.
James R. Baysinger II, PE Date
NC PE: #34628
Q:\PROJECTS120081X8014 Waxhaw Retail Village\CALCSIWater and Sewer Demand Estimation 2009 July 07
SEI Project #X8014.00

State of North. Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension P -rah APppe o
(FTSF�-10/07)i
Project Applicant Name: Union County ..
Project Name for which flow is being requested: Waxhaw Retail Village
More than one FTSE-10/07 may be required.for a single project they owner o WWTP is not respons
pump stations along the route of"the proposed wastewater
I. Complete this section only if you are the owner of the
a. WWTP Facility Name:
Twelve Mile Creek
b. WWTP ,Facility Permit #: NC0085359
c. WWTP .facility's pertnittcd flow
d. Estimated obligated flow not yet tributary to the W" VTP
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
6.0000
5324
32
0.0275
4.88
81..33
I. 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
None
Approx. Capacity, MGD Approx. Current Avg.
(Firm./Design) Daily Flow. MGD
III Certification Statement:
I, Mike Garbark , certify tfrat, to the best ofmv 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 I am the responsible party. Signature of this form. indicates acceptance of
this,, wastewater flow,
b
Signing Official Signature Date

Permit Number WQ0034240
Central Files: APS SWP
07/31/09
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer A Individual
Extensions
Primary Reviewer Permit Contact Affiliation
dee.browder
Coastal SW Rule
Permitted Flow
27500
Facility
Facility Name
Waxhaw Retail Village
Location Address
Owner
MajorlMinor Region
Minor Mooresville
County
Union
Facility Contact Affiliation
Owner Name
B & H Holdings LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Bruce Bleiman
5960 Fairview Rd
Charlotte
NC 28210
Orig Issue App Received Draft Initiated
08/01/09 07/27/09
Scheduled
issuance
Public Notice Issue
08/01/09
Effective Expiration
08/01/09
Regulated Activities Re ' uestedlReceived Events
Office Additional information received
Restaurant
Retail
Wastewater collection
Outfall NULL
Additional information requested
Waterbody Name
Stream Index Number Current Class Subbasin

ON CO TY PUB IC WORKS
July 24, 2009
Mr. James R. Baysinger
Stewart Engineering, Inc.
200 South College Street
Suite 720
Charlotte, N.C. 28202
Re: Sewer Treatment Capacity
Private Gravity Sewer to serve Waxhaw Retail Village
Dear Mr. Baysinger:
Union County Public Works Department can accept the additional discharge
of 27,500 gallons per day of domestic wastewater from this project for
transmission to the Twelve Mile Wastewater Treatment Plant (NPDES permit
number NC0085359) for treatment. This allocation is intended to serve the above
mentioned project.
If you have any questions please don't hesitate to call.
Sincerely:
Mike Garbark, P.E.
Assistant Director
MG/pwb
500 North Main St., Suite 500 • Monroe„ NC 28112-4730 • Phone: [phone] • Fax: (7d34)296-4232

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natural Resources
Mooresville Regional Office
610 East Center Avenue
Mooresville, N.C. 28115
Attention:
TRANSMITTAL
Regarding: Sanitary Sewer to serve Waxhaw ReailVillage (Private)
We are sending you:
Da
Di
7/24/09
Copy of letter n Plans D Prints C Shop Drawings
Other
Copies Date No. Description
Original Non -Discharge Permit. Application
Copy of Non -Discharge Permit Application
6/30/09 1068 Check for $480.00 (Application Fee)
7/24/09 Flow Tracking Form
7/24/09 Sewer Capacity Letter
These are transmitted as checked below:
For approval (— For your use As requested D For review and comments
Remarks:
Signed:
Received by: Date:

ina Secretary of State
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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Name Name Type
NC B & H Holdings, LLC Legal
Limited Liability Company Information
SOSID:
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
Agent Name:
0702909
Current -Active
12/15/2003
Domestic
NC
01/01/2035
Bleiman, Bruce L
Registered Office Address: 5960 Fairview Road, Suite 400
Charlotte NC 28210
Registered Mailing 5960 Fairview Road, Suite 400
Address: Charlotte NC 28210
Principal Office Address: 5960 Fairview Road, Suite 400
Charlotte NC 28210
Principal Mailing Address: 5960 Fairview Road, Suite 400
Charlotte NC 28210
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=6168540 7/30/2009