WQ0036799_Regional Office Historical File Pre 2018

FIL.E
ATA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder John E. Skvarla, Ill
Governor Director Secretary
October 22, 2013
Mr. Chad L. Howie
Sanctuary Company
10612-D Providence Road, Suite 509
Charlotte, NC 28277-0233
Subject: Permit No. WQ0036799
Sanctuary
Wastewater Collection System Extension
Mecklenburg County
Dear Mr. Howie:
In accordance with your application received on October 21, 2013, we are forwarding herewith to
Permit No. WQ0036799, dated October 22, 2013, to the Sanctuary Company 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 and supplement shall be considered a part of this permit and are therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition I1.4:
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.
It shall be responsibility of the Sanctuary Company 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.
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 150E 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.
Mooresville Regional Office
Location: 610 East Center Ave,, Suite 301 Mooresville, NC 28115
Phone: [phone] Fax: [phone] Customer Service:1-877-623-6746
Internet www.ncwaterquality.orq
An Equal Opportunity \ Affirmative Action Employer
One
NorthCarolina
Nat/tray

• -Sanctuary Company
WQ0036799
If you need additional information concerning this matter, please contact Sujatha Nagulapally at (704)
235-2143 or via e-mail at [e-mail].
for Thomas A. Reeder
Division of Water Resources
by Michael Parker
Mooresville Region Surface Water Protection Supervisor
Cc: Mooresville Regional Office, Surface Water Protection Section
Kevin Caldwell, P.E, Geoscience Group, Inc. (e-copy)
Water Resources Central Files
PERCS (e-copy)

A7A
MENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Sanctuary Company
Mecklenburg County
for the construction and operation of approximately 2,753 linear feet of 8-inch gravity sewer,
approximately 208 linear feet of 6-inch gravity sewer and approximately 1,024 linear feet of 4-inch
gravity sewer to serve Sanctuary, and the discharge of 48,100 gallons per day of collected
domestic/commercial wastewater into the Mallard creek WWTP existing sewerage system, pursuant to
the application received October 21, 2013, and in conformity with 15A NCAC 2T; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design 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.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
ermit issued this the 22nd day of October, 2013.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0036799

SUPPLEMENT TO PERMIT COVER SHEET
Sanctuary Company is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Mallard Creek Wastewater
Treatment Facility (NC0030210) prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; 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.
Construction and operation is contingent upon compliance with the Standard Conditions.
I. SPECIAL CONDITIONS
1. If, at any time, the additional wastewater flow volume made tributary to this sewer extension is believed to
exceed the value permitted herein, a modification shall be requested for this permit from the Division of
Water Resources to properly allocate the subject wastewater flow.
2. No flow in excess of the quantity permitted herein, 48,100 GPD, shall be made tributary to the subject sewer
system until an application for permit modification for an increase in flow has been submitted to and
approved by the Division of Water Resources.
II. STANDARD CONDITIONS
1. 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.
2. 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'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 materials unless
specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.

Pr
4. 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 to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been 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 -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. 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.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of.this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.

VI Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Mooresville Regional Office,
telephone number 704 663 -1699, 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 S5O and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this 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 and submitting Part l of Form CS-SSO (or the most
current Division approved form) within five days following first knowledge of the occurrence. This report must
outline the actions taken or proposed to be taken to ensure that the problem does not recur. Part II of Form
CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond
control.
6. 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.
7. 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. 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.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or. DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, 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.

c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations; or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. 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, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.
10. 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.
11. 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.

EAST TRACK ENGINEERING CERTIFICATION
Permittee: Sanctuary Company Permit No. WQ0036799
Project:. Sanctuary Issue Date: 10122/2013
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
• 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. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation: Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
, the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title
Signature
Date
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, D full time) the construction of the subject 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 02T; 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 materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
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.
DWR Use Only:
Flow from this project is tributary to:

0
z
z
0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
©wner/Permittee:
Sanctuary Cc mean
Full Legal Nam
lb Chad L. Howie
Signing Official Name and Title (Please review 15A NCAC 2T_Q106 RJ for authorized signing o
omp
ny,
unicipality, HOA, utility, etc.)
Application Number:
(to be completed by OWR)
1 c. The legal entity who will own this system is:
0 Individual 0 Federal 0 Municipality 0 State/County 0 Private
ld
10612-D Providence Road, Suite 509
Mailing Address
1f. North Carolina
State
lh, 770.789.3350
704,525,2051
Telephone Facsimile
2. Proiect (Facility) information:
2a. Sanctuary
Brief Project Name (permit will refer to this name)
3. Cgntact. Person:
3a. Kevin Caldwell, Geoscience Group, Inc._
Name and Affiliation of Someone Who Can Answer Oues
3b. '704,525,2051
Phone Number
Partnership 0 Corporation
1 e. Charlotte
0
her (specify): Ll_C
City
l g.-28277023
Zip Code
1j. chowie
E-mail
2b, Mecklenburg
County Where Project
ons About this Application
Project is h New © Modification
of an existing permit)
2, Owner is 0 Public (skip to Item B(3))
2a. if private, applicant will be:
anies.com
ocated
kcaldwell c@geoseiencegroup,com
E-mail
odification, Permit No.:
Private (go to Item 2(a))
2b,. If sold, facilities owned by a (must choose )
0 Retaining Ownership (i.e. store, church, single office, etc.) or 0 Public Utility (Instruction D)
Leasing units (lots, townhomes, etc, - skip to item B(3)°
0 Selling units (lots, townhomes, etc, - go to item B(2b))
3. Cit+r of Charlotte
4a.
0 Homeowner Assoc./Developer (Instructron E)
astewater Treatment Facility (WWTF) Treating Wastewater From This Project
srd Creek Wastewater Treatment Plant 4b. NC0030210
Name of WWTF WWTF Permit No.
Crtof Charlotte 5b.
vity
Owner of Downstream Sewer ;Receiving Sewer Size 0 Farce Main
The origin of this wastewater is (check all that apply):
0 Residential Subdivision
Apartments/Condominiums
0 Mobile Home Park
0 School.
0 Restaurant
0 Office
Permit # of Downstream Sewer (Instruction F)
0 Retail (Stores, shopping centers)
0 Institution
0 Hospital
0 Church
0 Nursing Home
0 Other (specify):
% Domestic/Commercial
% Industrial
(Attach Description)
Other
(Attach Description)
Volume of wastewater to be allocatedor permitted for this particular project: 48,100 gallons per day
*Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
0 Pump Station, Outfall or interceptor Line where flow will be permitted in subsequent permits that connect to this line
© Flow has already been allocated in Permit No.
Rehabilitation or replacement of existing sewer with no new flow expected
(see 15ANCAC 02T:0I303 to determine if a permit is required)
FTA ©8-13 APPLIC: TION Page 3 of 6

T 19. ,Provide the wastewater flow calculations used in determining the permittedflow 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).
292 apartment units x 135.gpolunit + 168 person amenity center x 10 gpd/person + 14,000 ft2 clubhouse x 50 gpd/100 fit =
48,100 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (Inches)
8
6
4
i
Length (feet) New Gravity or Additional
2,753 Gravity.
2-08 - - Gravity
- 1,024 Gravity
t
Force Main
11. Summary of Pump Stations w! associated Force Mains to be Permitted (attach additional sheets as necessary)
z
O Pump Station Location ID: _ Main (self chosen - as shown on planslmap for reference)
�-' Longitude: 564 '563.51 Latitude: 1476500.70
Z
O r- -------_----- -
2
O --
LL
Z
H
Longitude: 564785.28 Latitude: 1476989.60
Design Flow Power Reliability Option
(MGD) I Point.
GPMOperatianal nal P1 - permanent generatorwlATS;
2 - portable generator w/MTS
_ _
.0481 _I 146.93 © 50.25 1
Pump Station Location ID:
CZ
W ,.1
O.
Design Flow l
, Operational Point Power Relialsility p O tion 1
(MGD) GPM I TDH 1 - permanent generator w1ATS; Force Main Size
m 1 2 - portable generator wJMTS I
0.00738 38.56. 63.32 - 1 f 2 lnch
Force Main Size Force Main Length
4 inch ___532 ft.
Grinder (self chosen - as shown on plans/map for reference)
Force Main Length
565 ft.
12. WIII 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 2r'd treatment facility
(RO — if 'yes" to B,12 please contact the Central Office PERCS Uhit)
13. Does the sewer system borrlply with the Minimum Design Criteria for the Permitting of Pump StationsandForce Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 08-13 APPLICATION
Page 4 of 6

tO
0
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? Yes 0 No 0 NIA
Sedimentation and Erosion Control Plan? Yes LI No 0 N/A
Trout Buffer Waiver? 0 Yes 0 No N/A
Stormwater? 4 Yes 0 No 0 N/A
15, Does this project include any high priority lines (15A Nci,NC 02I,Q402 (a).) involve aerial lines, siphons, or interference
manholes)? These lines will be considered hinh priority and must be checked once every six months
Check if Yes: 0 and provide details:
1. OwnerlPerrnittee's Certification: (Signature of Signing Official and Project Name)
f, Chad L. Howie , attest that this application for Sanctuary
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if alt 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 143:2,15 6A and 143:25 6:4 any person who knowingly makes any false statement, representation, or
certification in anyap91icat,on shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil p esJj to $25,000 per violation.
la,
Signing 0
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 Engineers Certification: (Signature of Design Engineer and Project Name)
1, Kevin 5, Caldwell ,attest that this application for Sanctuary
has been reviewed by me and is accurate„ comp/ate and consistent with the information in the engineering plans,
calculations, and all other supporting documentation to the best of my knowledge, I further attest that to the best of my
knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance
with Division guidance. Although other professionals may have developed certain portions of this submittal package,
inclusion of these materials under my signature and seal signifies that I have reviewed this material and have judged it to
be consistent with the proposed design„ Note: In accordance with NC General Statutes 113-215.6A 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
2a Kevin S. Cadwefl
Professional Engineer Name
2b. Geoscience Group, Inc,
Engineering Firm
2c. 500 K Clanton Road
Mailing Address
2d. Charlotte
City
2g. 704,525,2003
Telephone
2h, 704,525,2051
Facsimile
2e. NC 2f. 28217
State Zip
2i,
kcaldwell@geosciencegroup,c
rr.
NC PE Seal, Signature 8 Date
ETA 08-13 APPLICATION Page 5 of 6

4.11 IiA.R fl_.4 1rf1'rII'
CHARLOTTE-MECKLE'-NBURG
UTILITY DEPARTMENT
October 10, 2013
Mr. Kevin Caldwell
Geoscience Group
500 K Clanton Road
Charlotte, NC 28217
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
SANCTUARY UNC CHARLOTTE
TAX PARCEL/I 0492310/
C-MU TRACKINGff 600-13-627
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utility Department agrees to accept the gravity sewage flow of 48,100 gallons per
day (292 apartment units with 4-inch pool drain line x 135 gpolunit, 168 Person Amenity Center & 14,000
ft2 Club House) from this project for transmission to the Mallard Creek Wastewater Treatment Plant;
NPDES permit number NC0030210, for treatment. This acceptance of flow is based upon the existing
capacity of the designated publicly owned treatments works. Please see attached FTSE form.
Charlotte -Mecklenburg Utility Department 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 if 05-01702 & PWS ID ff 0160010),on file with
the Public Water Supply Section of NCDENR. However, Charlotte -Mecklenburg Utility Department 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-Mecldenburg Utilities system is accepted on a first come, first servers 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. If the appropriate
authorization to construe permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance study, and payment for any service connection(s) has not been received
within (1) year of issuance of this flow acceptance letter. this approval shall be rescinded and a new flow
acceptance stu - r .be made. if you have any questions, you may contact me at [phone].
Sincere!
r ett
P - n" eview Engineer
Installation & Development Services
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Engineering Division . Installation & Development Services
www.cmutilities.corn
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

Division of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-I3)
Project Applicant Name: GeoScience Group, Inc,
Project Name for which flow is being requested: sanctuary at UNC Charlotte
More than one FTSE may be required for a single project if the owner ner of the !f'H 7'P is not responsible for all pump
stations along the route of the proposed wasfeWaler flaw.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Mallard Creek WWTP
b. WWTP Facility Permit #: Nco030210
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
12.00
1.026
7.5
0.0481
9,034
75.3%
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
Pump
Station
(Name or
Number)
Firm
Capacity,*
MGD
(A)
Design
Average Daily
Flow**
(Firm / p0,
MGD
(B)
Approx.
Current Avg.
Daily Flow,
MGD
(C)
Obligated,
Not Yet
Tributary
Daily Flow,
MOD
WWTP:
(D)=(B+C) (IC)=(A-D)
Total Current
Flow Plus
Obligated Available
Flow Capacity***
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
" Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
atkir A Planning Assessment Addendum shall be attaclted for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of t
FTSE 08-13

111. Certification Statement:
I i & rr S teezr• 1%� certify to the best of my knowledge that 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, given the implementation
of the planned improvements identified in the planning assessment where applicable. 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 1 and 11
plus all attached planning assessment addendtuns for which 1 am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Official Signature
•
Page 2 of 6
Date
bl'SE 08-13

ppr
ORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Project Name
Profession
En
Na
Engineering Firm Name
Location
ID
Name of Waterbody' Cou
INESE
K� �k
Aler
River Waterbody Stream Waterbody
Basin Index No. Classification
f ti
14,4
1111121
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
1 certify that as a Registered Professional Engineer in the State of
North Carolina that 1 have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief
PE Seal, Signature and Date
*** END OF FORM WSCAS 08-13 ***
FORM: WSCAS 08-13
Page

Third Creek (Third Creek WS No. 37)
From source to Fourth Creek
Thompson Creek
North Carolina portion
Threemile Branch
From source to Cold Water Creek
Tinkers Creek
From source
nard Creek
Yadkin -Pee Dee River Basin
Index Number Classification
Special Designation
12-108-20-4 C
13-47 C
13-17-9-4-5 C
08/01/98
08/03/92
09/01/74
12-119-8-4 C 09/01./74
Toby Creek 13-17-5-4 C 09/01/74
09/01/74
09/01/74
From source to Mallard Creek
Tomahawk Creek
From source to Reynolds Creek
12-94-9-1 C
Toms Branch 13-25-30-3 C
From source to Rocky Creek
Class Date
Toms Branch 13-28-2-4 C 09/01/74
From source to Little Mountain Creek
Toms Branch 12-10-3 C;Tr 04/15/63
From source to Jackson Camp Creek
Toms Creek 12-72-14-(3.5) W5-II;HQW,CA 08/03/92
From a point 0.6 mile downstream of mouth of Chinquapin Creek to Town of Pilot Mountain water supply
intake
Toms Creek
From source to Uwharrie River
Toms Creek WS-II;HQW 08/03/92
13-2-4
C 09/01/74
From source to a point
le downstream of
outh o
12-72-14-(1)
Chinquapin Creek
Toms Creek 12-72-14-(4) C 09/01/74
From Town of Pilot Mountain water supply intake (Located 0.2 mile upstream of U.S. Hwy, 52J to Ararat
River
Tonys Branch 12-19-11-2 C;Tr 04/1.5/63
From source to Joes Creek
Town Branch 12-84-1-2 C 09/01,/74
From source to North Deep Creek
Thursday, February 09, 2012 Base t o� i i a8ti d a � f f3 7?0208 Page 78 of 88

October 18, 2013
Consulting Engineers
G7i9SCIENCE
GR P
DiViS1011 of Water Resources
610 East Ceraer Avenue
Suite 101
Mooresville, North Carolina 28115
Reference: Sanctuary — Project Narrative
Gentlemen:
We are requesting review and approval of the attached sanitary sewer plans for the
referenced project. The project includes 292 apartment units and an amenity area. The
anticipated discharge from the project based on State criteria is 48,100 gallons per day. The
Charlotte IVIecklenburg Utility Department (Ch4t1) has issued a flow acceptance/willingness
to serve the project
The private sewer system will connect to an existing CMU line located along Rocky River
Road, The sewer will be treated at the Mallard Creek Wastewater Treatment Plant (NPDES
Permit No, NC0030210),
Please let rue know if you have any questions.
Respe tfully,
E CIENCE GR UP,
Kevin S. Caldwell, P.E,
Senior Vice President
582 C K-188 88718
K
Charlotte, North Caroina
28217
TeKeuhut8.,,,
1848517K 77002
Facs8nile
715.54 52852051

GEQSCtENCE
GROUP
LETTER OF TRANSMITTAL
To: Div ton of Water Resources
Attn:
610 East Center Street
Suite 301
Mooresville, North Carolina 28115
We are sending you:.
bilowing
VIA:
ms
Attached
Overnight
p Drawings
• Specifications
Under separate cover
Regular Mail
Prints
Copy of Letter
DATE: 10.18
CI1i12.0 0 .C%
ASK.
F
Sanctuary
Fast Track Sewer Application
Pick-up
nd Delivered/Couriered
Calculations 611 Disks
Change Order Other
Copies
1
Date
10.18.13
No,
0,1.0
0
10.
10.18,13
THESE ARE
For Approval
For your use
Remarks:
Tins pro,
NSI+
can do to expedite it
FD as checked below:
As Requested
For Review and Comment
To:
500 Clanton Road
Suite K
Charlotte, North Carolina
28217
Description
Cover Letter — Project Narrative
Completed Application Form
Capacity and Flour Tracking/Acceptance Form
Site Map
Stream C lassifieatiort
Rev' Fee Check 480.,00
Approved as Submitted
Approved as Noted
Returned for Corrections
Signed: Kevin Caldwell
Telephone Facsimile
704,525.2003 704.525,2051

a
Permit Number WQ0036799
Central Files: APS SWP
10/22/13
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure'Sewer
Extensions
Primary Reviewer
sujatha.nagulapally
Coastal SW Rule
Permitted Flow
48100
Facility
Status Project Type
Active New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Sanctuary Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name Owner Type
Sanctuary Company Non -Government
Owner Affiliation
Chad L. Howie
10612-D Providence Rd
Charlotte NC 28277
Dates/Events
Orig Issue
10/22/13
App Received Draft Initiated
10/21/13
Scheduled
Issuance
Public Notice Issue
10/22/13
Regulated Activities Requested/Received Events
Apartment complex
Condominium
Wastewater collection
Outfall NULL
Additional information received
Additional information requested
Effective Expiration
10/22/13
Waterbody Name
Stream Index Number Current Class Subbasin

Af^
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PO Box 29822 Raleigh, NC 27826-0622 [phone]
SearchType: Starting With Search Criteria: sanctuary
on the entity name below to view the business profile
Account Login Register
4/10/2014 9.37:16 AM
Entity Name
NC The Sanctuary, Inc.
NC SANCTUARY, INC.
NC "The Sanctuary, LLC-
NC Sanctuary
NC The Sanctuary of 7Seven Good Days, Inc
NC Sanctuary Acquisitions NC, LLC
NC Sanctuary a Perfect Home, LLC
NC Sanctuary for the Arts
NC The Sanctuary of Asheville
NC Sanctuary Asset Management, L.LC.
NC The Sanctuary of Boone, Inc.
NC The Sanctuary Builders Inc.
NCThe Sanctuary at the Cape Homeowners' Association, Inc.
NC Sanctuary Capital LLC
NC Sanctuary At Cedar Creek, LLC
NC SANCTUARY CHAPEL THE CHURCH OF GOD INC.
NC The Sanctuary at Charlotte, LLC
NC Sanctuary Charlotte Community Development Corporation
NC The Sanctuary Christian Church, Inc.
NCThe Sanctuary Christian Ministries, Inc.
NC The Sanctuary Church of God
NC The Sanctuary Church of Leland & NCCT, Inc_
NC Sanctuary Communities Incorporated
NC The Sanctuary Communities of North Carolina, Inc.
NC The Sanctuary Community Association, Inc.
NC The Sanctuary of Concord
NC Sanctuary Cove L.LC.
NC The Sanctuary Cove Homeowner's Association, Inc.
SANCTUARY COVE PROPERTY OWNERS
NC ASSOCIATION
Type
BUS
BUS
LLC
NP
NP
LLC
LLC
NP
NP
LLC
BUS
BUS
NP
LLC
LLC
NP
LLC
NP
NP
NP
NP
NP
BUS
BUS
NP
NP
LLC
NP
NP
Status
Admin. Dissolved
Dissolved
Problem Report
Current -Active
Current -Active
Current -Active
Admin. Dissolved
Suspended
Problem Report
Revoked
Admin. Dissolved
Suspended
Dissolved
Admin. Dissolved
Current -Active
Current -Active
Current -Active
Current -Active
Current -Active
Current -Active
Current -Active
Suspended
Expired
Current -Active
Current -Active
Current -Active
Current -Active
Current -Active
Current -Active
Formed
3/18/1971
1/1/2000
8/4/2005
5/12/2011
6/10/2013
10/19/2006
9/14/2005
1/31/2001
11/10/2009
12/7/2005
5/6/1985
12/23/2009
10/26/2009
3/5/1996
8/13/2013
4/7/2010
1 2/ 14/2004
5/1012011
2/25/2002
2/5/2007
2/17/2006
12/30/2004
10/27/1995
10/28/2013
4/15/2010
4/9/1997
NC Sanctuary of Davidson, LLC
NC THE SANCTUARY DAY SPA. INC.
LLC
Current -Active
911 /2009
BUS Admin. Dissolved 12/30/1999
Online A
Repot
Fife Re
File Re
File Re
N/A
WA
File Re
File Re
NIA
NIA
File Re
File Re
File Re
N/A
File Re
File Re
N/A
File Re
N/A '
NIA
NIA
N/A
N/A
File Re
File Re
N1A
NIA
File Re
NIA
NIA
File Re
File Re

Permit
Comment
M10035799
install 4,652 linear feet Of;$ -inch gravity, 1,058linear feet of
6-inch gravity, 19O linear Peet of 2=inch grav ty and 1f111 Pinear
feet of =itachi'gravity sewer with afl{wof45 aOQgpd
292 apartero tits T135 god/unit
159 pets ars ariienity center* 10 god/person
14,t>00sq. .a. clubhouse * 50 gpdf1OQso. ft
481.00 GP.D

V'IST TRACK ENGINEERING CERTIFItr'ATUON
Permittee: Sanctuary Company Permit No. WQ0036799
Project: Sanctuary Issue Cate: 10/22/2013
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the ,plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
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 on written summary form. Permit
modifications are required for any changes resulting in non•comfiliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered' complete nor allowed to operate until the Division has received this Engineer's
Certification and ailrequiredsupporting documentation. Therefore, It is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
I, L.rr IC , the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements, the Professional Engineer below has
provided applicable design/construction information to the Per ittee, and the Permittee is prepared' to operate &
maintain the wastewater collection system permitted �reintp �ortions thereof
Printed Name, Title
Sign ure
ENGINEER'SCERTIFICATtON
4 �* 7 Partial 2 Frnai
(1,1 tom- as a duly registered Professional Engineer rr the State of North Carolina,
having been authorized to observe (periodically, D weekly, rij full time) the construction of the subject 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 62T; 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 .tune 1, 2000 as applicable; and other supporting materials,
North Carolina Professional Engineer's
Seal, signatur1apifidate::
The Permittee is responsible for tracking all partial
wastewater flow made tributary to the wastewater
Engineer's Certification shall be considered a violation
nft rcement actions
DMZ Use Only:
How from this project is tribe
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
MOORESVILLE REGIONAL OFFICE
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE, NC 28115
ertitl alions up until a final certification is received. Any
collection system extension prior to completion of this
of the permit and shall subject the Permittee to appropriate

GEQSCIENCE
GROUP
AUG '2 .1„:?0I4
LETTER OF TRANSMITTAL
To: Division of Water Resources
610 East Center Street
Suite 301
Mooresville, North Carolina 28115,
Attn: Mike Parker
We are sending you:
VIA;
The following items:
Copies
Attached.
Overnight
Shop Drawings
Specifications
Date
8.19.14
8,20.14
No,
Under separate cover
Regular Mail
.Prints
Copy of Letter
Consulting Engineers
DA .20. 4
TASK:
HASF:
Sanctuar
r Certificatio
Pick-up Hand Delivered/Couriered
Calculations
Change Order
Disks.
Other
Description
Sanitary Sewer As -Built
Fast Track En Tineerin 7 Certification
THESE ARE TRANSMITTED as checked below:
For Approval
For your use
Remarks;
As Requested
For Review and Comment
Approved as Submitted
Approved as Noted
Returned. for Corrections
Copy To:.
Signed: Kevin. Caldwell
500 Clanton Road Charlotte, North Carolina Telephone Facsimile
Suite K 28217 704,525,2003 704,525.2051