WQ0037445_Regional Office Historical File Pre 2018

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NCIDENIER
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Carter H. Siegel
WP East Acquisitions, LLC
1001 Morehead Square Drive, Suite 2
Charlotte, NC 28203
Subject:
Dear Mr. Siegel:
John E. Swart, III
Secretary
November 19, 2014
Permit No. WQ0037445
Alta Berewick
Wastewater Collection System Extension
Mecklenburg County, NC
In accordance with your complete application received November 4, 2014, we are forwarding herewith
Permit No. WQ0037445, dated November 19, 2014, to WP East Acquisitions, 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the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 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 11.4: 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 WP East Acquisitions, LLC 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 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.
2317 Mail Service Center, Raleigh, North Carolina 27699.2317
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet www.ncwaterResources.orq
An Equal Opportunity lAffirmative Action Employer

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1
Mr. Carter H.•Siegel
November 19, 2014
Page Two
If you need additional information concerning this matter, please contact Barry Love at [phone] or
via e-mail at [e-mail].
,/,Qz_
for Thomas A. Reeder
Division of Water Resources
by Michael L. Parker, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Electronic copy: Marc Van Dine, P.E.
cc: Mooresville Regional Office, Surface Water Protection Section
Water Resources Central Files
PERCS (e- copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)

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ATA
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
WP East Acquisitions, LLC
for the construction and operation of approximately 1450 linear feet of 8-inch gravity sewer to serve Alta
Berewick, and the discharge of 36,870 gallons per day of collected domestic wastewater into the
McAlpine Creek WWTF existing sewerage system, pursuant to the complete application received
November 4, 2014, 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.
it issued this the 19th day of November, 2014.
for Thomas A. Reeder
Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0037445

SUPPLEMENT TO PERMIT COVER SHEET
WP East Acquisitions, LLC 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 McAlpine Creek Wastewater
Treatment Facility 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 of Water Resources (Division) Gravity Sewer Minimum Design Criteria
adopted February 1.2, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Pennittin.g 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 and any Special
Conditions identified below.
SPECIAL CONDITIONS
I.. 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,
No flow in excess of the quantity permitted herein, 36,870 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,
IL 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 of Water Resources (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicabi.e; the Division's Minimurn 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,
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.

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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.
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.
g•
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.
i. Right-of-ways and easements shall be maintained in the fall easement width for personnel and equipment
accessibility.
�.
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.
5. Noncompliance Notification:
The Permittee shall report by telephone to a Water Resources staff member 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 SSO 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 1 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.0123, 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 forni 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 Perruittee 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 13ylaws 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 IVIinimurn.
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 mumberftype 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 e 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

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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.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: WP East Acquisitions, LLC Permit No. WQ0037445
Project: Alta Berewick — Mecklenburg County issue Date: 11119/2014
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
1, 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, Tit
Signature
ENGINEER'S CERTIFICATION
Date
LI Partial 111 Final
as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe ([1] periodically, [1 weekly, rjl 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 of Water Resources (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
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,
DWQ Use Only:
How from this project is tributary to:

J
a.
0.
USE THE TAB KEY TO MOVE FROM FIE L 1 TO FIELD
1 Owner/Permittee:
la WP East Acquisitions, LLC
Full Legal Name (company, municipality, I10A utlllty, e
lb Carter H Siegel Vice President
Signing Official Name and Title (Please revie
Application Number:
(to be completed by DWR) 00,1
A NCAC 2T ,010
uthornzed signing o
The legal entity who will own this system is:
Q Individual 0 Federal © Municipality 0 State/County © Private Partnership J Corp
1d. 1001 Morehead Square Drive Suite 2
Mailing Address
lf. North Carolina
State .....
1h, [phone]
Telephone
(7a4)32-899 7
Facsimile
2 Project (Facility) Information:
2a. Alta Berewick
BriefProject Name rermit writ refs
3 Contact Person:
3a Marc Van Dine, PE
Name and Affiliation of Someone V
e
e, Charlotte
Ciky�..a�_.
g. 28203
Zip Code
lj.
E-mail
bon 0 Other (specify):
2b. Mecklenburg
County'VVhere Project i
Can Answer Questions Ab
3b ,[phone]
Phone Number
1 Project is Z New 0 Modification (of an existin
2. Owner is 0 Public (skip to /tem 8(3))
his Application
3c, narc c1t r .corn
E-mail
permit) If Modification, Permit No.:
Private (go to item 2(a))
2a, if private„ applicant will be:
D Retaining Ownership (i,e. store, church, single office, etc
El Leasing units (lots, townhornes, etc - skip to Item B(3))
Selling units (lolls, townhomes, etc. - go to Item B(2b))
d
2b. If sold„ facilities owned by a (must choose one)
or Public Utility (Instruction D)
0 Homeowner Assoc./Developer (Instruction E)
3 Charlotte Mecklenburg Utility 0epartrnent ..m
Owner of Wastewater Treatment Facility (VWVT`F) Treating Wastewater Fiona This Project
4a. McAlpine Creek Wastewater Treatment Plant ..
Name of VVVVTF
5a. CMUD 5b, 12" Gravity
Owner cif Downstream SewerReceiving Sewer Size CD Force Main
6, The origin of this wastewater is (check ail that apply):
© Residential Subdivision
Apartments/Condomfniurns
[11 Mobile Home Park
School
Li Restaurant
Office
4b NC0024970
VVvVTF Permit No,
5c,
Permit of Downs
LI Retail (Stores, shopping centers)
L J Institution
[) Hospital
01 Church
0 Nursing Home
Other (specify):
ucticrn F)
100% Domestic/Commercial
°1© Industrial
(Attach Description)
% Other
(Attach Description)
7 Volume of wastewater to be allocated or permitted for this particular project: 36,870 _ gallons per day
"Do not include future flows or previously permitted allocations
8, rt the permitted flow is zero, indicate why:
Q Pump Station„ Outfall or Interceptor Line where flow will be permitted in subsequent pen
© Flow has already been allocated in Permit No. „F _
0 Rehabilitation or replacement of existing sewer with no new flow expected
(see 15ANCAC 02T .0303 to determines t a perrftit is required)
h
connect to this line
FTA 08-13 APPLICATION Paige 4 nl`G

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?
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
❑Yes El No ®NIA
®Yes El No ❑N/A
❑Yes No ®NIA
®Yes No ❑NIA
15. Does this project include any high priority fines (15A NCAC 02T .0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details:
1. Owner/Permitlee's Certification: (Signature of Signing Official and Project Name)
1, Carter H. Siegel , attest that this application for Alta Berewick
has been reviewed by me and is accurate and complete to the best of my knowledge. i understand that if all required
parts of this application are no! 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 enallies up to $25, 000 per violation.
la.
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
N TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
Z
0
F— 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
y
LL_
W
V
1, Matthew Mobley ,attest that this application for Alta Berewick _ has been
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. ! 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
(5 guidance. Although other professionals may have developed certain portions of this submittal package, inclusion of these
materials under my signature and seal signifies that ! 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 143-215.6E any person who
knowingly makes any false statement, representation, or certification In any application shag 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. Matthew Mobley
Professional Engineer Name
2b. Design Resource Group
Engineering Firm
2c. 2459 Wilkinson Boulevard, Suite 200
Mailing Address
2d. Charlotte
2e. NC
City State
2f. 28208
Zip
2g. [phone] 2h. [phone] 21. [e-mail]
Telephone Facsimile E-mail
FTA 08-13 APPLICATION Page 6 of6

USE THIE.TAB KEY TO MOVE FROM HELD TO FIELD
1. owner/Permittee:
la. Solis Waverly Apartments LLC
..................................
Application Number:
(to be completed by DWR)
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Tom Barker, Regional President
Signing Official Name and Title (Please review " 5A N(rAC T .d1 6 eta) for authorized signing officials)
c. The legal entity who will own this system is:
© Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership
0 1 d.
Li.
z
0
East Hargett Street, Suite 300
ng Address
1f. North Carolina
ate
t19-995-1259
Telephone Facsimile
2r Project (Facility) Information:
2a, Solis Waved
f Project Name (permit will refer to this na
3. Contact Person:
3a, Kris Rowe, PE
Name and Affiliation of Someone Who Can Answer
3b. 707-376-7777
Phone Number
1e. Raleigh
City
lg. 27601
Zip Code
tbarker@te
E-mail
2b, Mecklenburg
Corporation 0 Other (spe
iIligerpappas.co
County Where Project is
stions About this Appli
Ion
ocated
3c, [e-mail]
E-mail
New 0 Modification (of an existing permit) If Modification, Permit No..
Public (skip to Item B(3)) '@ttl Private (go to Item 2(a))
2a. If private, applicant will be:
0 Retaining Ownership (i,e. stare, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - ship to item Bp)
0 Selling units (lots, townhomes, etc. - go to item B(2b))
Charlotte-Mecklenbur Utilit De artment
ater Treatment Fac
• 4a. 16 oAlpine Creek
Name of WWTF
0
LL
• 6. The origin of this wastewater is (check all that apply):
Charlotte -Mecklenburg Utilities 5b. 8
Gravity
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main
2b. If sold, facilities owned by a (must choose one)
❑ Residential Subdivision
Apartments/Condominiums
❑ Mobile Home Park
❑ School
0 Restaurant
0 Office
❑ Public Utility (Instruction B)
0 Homeowner Assoc./Developer (Instruction E)
er From This Project
4b. NC0024970
F Permit No,
5c
Permit # of Downstream Sewer
❑ Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
0 Church
0 Nursing Home
0 Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 50 625
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why
ns
Fl
100% Domestic/Commercial
% Industrial
(Attach Description
% Other
(Attach Descriotionl
gallons per day
❑ 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 1 NCAC 02T .0303 to determine if a permit is required)
1 1 A I0-'14 APPLICATION Page 4 of 6

9, Provide th'e wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 7 0114 for!
the value in item B(7) AND/OR the desig15AnIVCAC flow fo2T'r lin.Q11e o4r pump stactionmust sizingbe if a reduced owithr zeroactual flowwater is beingor requestedwastewater inuse
Item B(7). Values other than that in (b) and (j supported
data in accordance with 15A NCAC 2T ,0114 (f).
375 units x 135gpolunit = 50,625 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
6
8
Length (feet) New Gravity or .Additional
Force Main
220 New Gravity
880 New Gravity
Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
0 Pump Station Location ID: (self chosen - as shown on plans/map for reference)
Longitude: Latitude:
0
0
L6.
z
Design Flow
(MGD)
Pump Station Location ID:
Operational Point
GPM @TDH
Power Reliability Option
- permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
elf chosen - as shown on plans/map for reference)
Longitude: Latitude:.
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w1ATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator wIMTS
12, Will the wastewater flow in the proposed sewer tines or pump stations be able to be directed to another treatment facility?
( Yes i No If Yes, permit number of 2"d treatment facility
(RO -- if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the NPtnim Design Criteria for the Perrnfttung of Pump Statrort5 and Force plains
(latest version), the Gravity Sewe Desk n Criteria (latest version) and 15A NCAC Chp_pler 2T as applicable?
Yes EJNo
If No, complete and submit the VariancelAl ernative Design Request (VADC 10-14) application and supporting
documents for review. Approval of the request is required prior to submittal of the Fast Track Application and
supporting documents..
FTA 10-14 APPLICATION Page 5 of 6

14, Have the following permstsl'certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings General Permit or 4O1 Certification? 0 Yes E) No NIA
Sedimentation and Erosion Control Plan? Yes 0 No 0 N/A
Trout Buffer Waiver? © Yes 0 No Z NIA
Storrnwaterr? Yes 0 No 10 NIA
15, Does this project inc;tude any high priority lines (15A N °� 2T_3402 2) involvee aerial lines, siphons„ or interference
manholes)? These t'Inee will be considered hi h rlcrl and rrtust sae checked one ever st months
Check if Yes: 0 and provide details
Owner/Pernaittee's Certification: (Signature of Signing Offictat and Project .Name)
1, Tom. Barker „ attest that this application for Soils Waverly has been reviewed by me and is accurate and complete to
the best of my knowledge, I understand That if all required parts of this application are not completed and that if all required
supporting documentation and attachments are not included, this application package is subject to being returned as
incomplete. Note: In accordance with North Carolina General Statutes 143-215,6A and 143-215.6B, any person who
knowingly makes any false statements represj nlation, or certification in any application shall be guilty of a Class 2
misderraea hich may include a fine not xceed $10,000 as well as civil penalties up to $25„000 per violation,
ning Offiotal Sign
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
Z TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAg 02T 0305
0
Professional Engineers Certification: (Signature of Design Engineer and Project Name)
I, Kristopher W, Rowe., PE ,attest that This application for Solis Waverly has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, calculations, and alt other supporting documentation
to the best of my knowledge. P further attest that to the best of nay 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
developer) 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 143-215.6A and 1 43-215.f8 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
w&I as civil penalties up to $25, 000 per violation,
2a. Kristopher W, Rowe
Professional Engineer Name
20. LandDesiri..
Engineering Firm
2c, 223 North Graham Street
Mailing Address
2d, Charlotte
City
29, 704-376 7777 2h,
Telephone Facsimile
2e, NC 2f. 28202
State.�..�. Zip
2i, krowe I uddr sign,com
E-mail
NC PE Seas, Signature & Dote
FTA 10-14

CHARLOTTE.
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
February 28, 2014
Mr, Kristopher Rowe
LandDesign
223 North Graham Street
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
WAVERLY
TAX PARCEL# 231-131-07
C-MU TRACKING# 600-14-514
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 /76,765 gallons
per day (375 apartment units x 135 god/unit; 186 single-family lots x 190 gpd/lot; 560,000 ft2 retail with
food prep x 130 gpd/1,000 ft7, 150 hotel rooms x 120 gpdtroom) 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 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, PWS ID # 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, Cennection to the
Charlotte-MecklenburgUtility Department system is accepted on a first corne 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, jfjhearojjte
authorization to construct permits are not obtained and construction has not started wfhm oneftLytof.
issuance of this flow acceptance letter, and payment for any service connection(s) has not been received
within ear of the issuance of this flow acceptance letter, this flow acceptance ,approval shall be
rescinded and a nevv flow acceptance study must be made, If you have any questions, you may contact
me at [phone]
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Engineering Division installation & Development Services
www.cmutilitiosxam
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

State of North Carolina
Departrttent of Environment and Natural Resources
Division of Water Resources
Flow ` r: citing/Acceptance for Sewer -tension Applications
( M1 SF O8 9 3)
j ct .Applicant . Name:
n
Project Name for which llow' is being requested: Waverly
Afore than one ! 1 Sly may be required,,/
along they route of the proposed W(
'the 11117 P is ?lot resporrs
1. Complete this section only if you are the owner of the Wastewater treatment pia
a. W W F P Naeilit r' Name: McAlpine Creek,. Irwia7 Creek, ` ,gar Creek
h_ WW1? Facility' Permit #t: NCO024970, NC0.024945, :002:4937
c-, WW`l°P facility's permitted Clow
d. Estimated obligatedflow not yet tributary to the WV4'"FI'P
e. WW°FP facility's actual avg. dory
f. 'Total flow for this specific request
. °ml"oral actual and obligated flows to the facility
h. Percent of permitted Clow used
Allflows are in dG
99.0
ll. Complete this section for each pump sta n you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the pro ject connection point and the W
Pump
Station Firm
(Name or Capacity;,
Number) M(sD
(A) (a) (C)
Design Obligated,
6y
p t),
Current ,A.vg.
Daily Flow,
tiIG1)
Total Current
Flow Plus
tyttigated Available
Flom Ceappacity
yhe Firm Capacity Many pump station is defined as the maximum pumped tlo v that
can bikachieved with the Largest pump taken out of service.
** Design Average Daily :Flow is the firma capacity of the pump station divided by a peaking
factor (pf) not less than 2.5
*** A Planning Assessment Addendum shall lie attached for each pump station located
between the project connection point and the �'rl f, where the Available Capacity is < O.
Page 1of`6

C°ertificanon Sta
the volume o
ea
i. certifyto the best of my knowledge that the addition of
• be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility arad that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows oa overhurden 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 I and Il
plus all attached planning assessanent addendums for which I am the responsible party=.
Signature of this form indicates acceptance of this wastewater flow,

E,AVE'NCR
Y KELL
LUNG$C
NOLAND
PARk nr
AN CIR
RAD
ARE -RE
Future Gravity Sewer
A R©
Ex. Gravity Sewer
DEN
7
3678
2'3©'
7
76

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Owner/Permittee:
WP East Acquisitions, L.L.G.
Full Legal Name (company, municipality, HOA, utility, etc,)
lb. Cater H. Siegel, Vice President
Signing Official Name and Title (Please revie
The legal entity who will own this system is:
Individual 0 Federal 0 Municipality 0 St
1db 1001 Morehead Square Drive, Ste 250
U. Mailing Address
1f. North Carolina
State
1 h. L704) 332-8995
Telephone Facsimile
`. Project (Facility) Infortt°taltion:
2a, Alta Berewick
Brief Project Name (permi
Contact Person:
3a, Marc Van Dine, PE
Name and A of Someone Who Can An
Application Number:
(to be completed by OWR) �/�,
5A NCAC 2T .0106 (b) for a Qinninq officials)
County 0 Private Partner
le. Char`
City
1 g. 2821
3b. [phone]
Phone Number
Project is
Owner is Q - Public (skip to Ite.
refer to this name)
2a. If private, applicant will be:
0 Retaining Ownership (i.e. store, church, single office, etc.) o
Leasing units (lots, townhomes,, etc, - skip to Item B(3))
0 Selling units (lots, townhomes, etc. - go to Item B(2b))
Charlotte -Mecklenburg Utility Department
Owner of Wastewater Treatment Facility (WWTF) T
4a, McAlpine Creek Wastewater' Treatment Plant
Private
Zip
E-r
2b, M
C
c. marce�.;
E-mail
Modification, Permit No.:
go to Item 2(a))
Name of WVVTF
5a. CMUD 5b,12" _..
i® Gravity i5c.Ce
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main l Permit # of Downstream Sewer (Instruc
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction D)
0 Homeowner Assoc./Developer (Instruction E)
er From This Project
4b. NC0024970
0 6, The origin of this wastewater is (check ail that apply):
Z
0 Residential Subdivision
Apartments/Condominiums
0 Mobile Home Park
0 School
0 Restaurant
0 Office
WWTF Permit No..
O Retail (Stores, shopping centers)
0 Institution
O Hospital
0 Church
0 Nursing Home
O Other (specify):
00% Domestic/Commercial
on
% Industrial
(Attach Description)
% Other
(Attach Description)
Volume of wastewater to be allocated or permitted for this particular project: 36,870 gallons per day
`Do not include future flows or previously permitted allocations
If the permitted flow is zero, indicate why:
O Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
O Flow has already been allocated in Permit No,
O Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
FTA 08-13 APPLICATIO'
Page 4 of 6

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 8(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).
266 UNITS X 135 GPD/UNIT; 96 PERSON POOL X 10 GPD/PERSON = 36,870 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet) New Gravity or Additional
Force Main
8"
1449.58 New Gravity Main
.
w
n
z
F-
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
0
Pump Station Location ID: (self chosen - as shown on planslmap for reference)
Longitude: -- Latitude:
Z
0
Q
E
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator wIATS;
2 - portable generator wIMTS
Force Main Size
Force Main Length
IY
0
LL
Z
Pump Station Location ID: (self chosen - as shown on planslmap for reference)
1--
5
Longitude: Latitude:
Ce
CL
�'
m
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator wIATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
12.
•
(RO
Will
Yes
— if
the
r
"yes"
wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
No if Yes, permit number of 2nd treatment facility
to 6,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
►1 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 5 of 6

14, Have the following permit certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? EJ Yes LI No ® N/A
Sedimentation and Erosion Control Plan? Yes D No © N/A
Trout Buffer Waiver? © Yes EJ No N/A
Stormwater? ® Yes No Q N/A
15. Does this project include any high priority lines (15A NCAC 02T ,0402 (2)) involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: LI and provide details:
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
!, Cater H. Siegel , attest that this application for Alta Berewick
_ has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statutes 143-215.6A and 143-215.6B, 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 pe,ies up to $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
cn TO OTHER UTILITIES, DESIGN CALCULATIONS,ETC. REFER TO 15A NCAC 02T .0305
Z
0
2, Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
l Matthew Mobley ,attest that this application for
_ has been reviewed by me and is accurate, complete and consistent with the information in the engineering plans,
calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best of my
knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance
with Division guidance. Although other professionals may have developed certain portions of this submittal package,
inclusion of these materials under my signature and seal signifies that f 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
2a. Matthew Mobley
Professional Engineer Name
2b. Design Resource Group
Engineering Firm
2c, 2459 Wilkinson Boulevard, Suite 200
Mailing Address
2d, Charlotte
City
2e, NC 2f. 28208
State Zip
2g. [phone] 2h. [phone] 2i. [e-mail]
Telephone Facsimile E-mail
NC PE Seal, Signature & Date
FTA 08-13 APPLICATION
Page 6 of 6

•
CD)
CHARLOTTE_
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
October 23, 2014
Mr. Marc Van Dine
Design Resource Group, PA
2459 Wilkinson Bv.
Suite 200
Charlotte, NC 28208
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
ALTA BEREWICK
PARCEL ID# 199-251-02,-20,-23,-24,-74
C-MUD TRACKING# 600-14-642
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte -Mecklenburg Utility Department (C-MUD) agrees to accept the gravity sewage flow of 36,870
gallons per day (266 apartment units x 135 gpd/unit; 96 person pool x 10 gpd/person) 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 FTSE form.
C-MUD 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, PWS ID
# 0160010, on file with the Public Water Supply Section of NCDENR. However, C-MUD 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 C-MUD
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. 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 letter, and payment for any service connection(s) has not been received
within (1) year of the issuance of this flow acceptance letter, this flow acceptance approval shall be
rescinded and a new flow acceptance study must be made. If you have any questions, you may contact
me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
CHARLOTTE-MECKLENBURG UTILITY DEPARTMENT
Engineering Division • Installation & Development Services
www.cmutitities.com
700 North Tryon Street
Charlotte, NC 28202
Ph: 704/432-5801
Fax: [phone]

VI�....�M ' � A5 •
�'I tif% is:
Division of Wittef resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Design Resource Groun, PA
Project Name for which flow is being requested: Alta Berewick
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek wwr
b. WWTP Facility Permit #: NC0024970, NC0024945, NC0024937
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
99.0
9.788
70.053
0.037
79.B79
80.7%
I1 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 or
Number)
Beaverstam Creek
Firm
Capacity,*
MGD
2.70
(A)
Design
Average Daily
Flow**
(Firm / pf),
MGD
Approx.
Current Avg.
Daily Flow,
MGD
1.08 0.185
(B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Not Yet Total Current
Tributary Flow Plus
Daily Flow, Obligated Available
MGD Flow Capacity***
. 0 119 0.304 0_776
* 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 (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < O.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I Q f 1 U"I 1S411 certify to the best of my knowledge that the addition of
the vo ume 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 I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of r' form indicates acceptance of this wastewater flow.
rr
Signing cirri ignature
Page 2of 6
FTSE 08-13

deelgn resource group
• Landscape architecture
• civil engineering
• upban design
• land planning
• traffic engineering
• transportation planning
1^449w0608son bvulevard, sul e 200
C.hath.gie, etc 28208
p 1l4 1410608 r 7174 i48.3993
www.ar4ra.c m
014-180
3'N
stvi
STREET MAP
ropyrdghl21114 i)eaiKn litomurceCruup, eA Thls plan or drawing and any accompanying documents or colculotlons are the property of Design Resource Group. PA: and are Intended
solely for the use of the recipient noted. No third party use or modWication Is permitted without written authorization.
S

p. P, ; This plan or drawing and any accompanying dacumen
he recipient noted. No third party use or modification is permitted withou
ns are the property of Design Resource Group, PA; an
au thorizatIon.
design resource group
• landsca.pe architecture
• civil engineering
• urban design
• and planning
• traffic engineering
• transportation planning
2,159 vvOkmson boulevard, suite 21)0
charGone, ort 28208
p 704 3h' 7 0000 I' 701.358 3093
www elrurn.rum
pRC)JEC,1 # c314 4.Bo
DRAWN SY
3Mt USED BY 3333
QUAD MAP
CHARLOTTE WEST
GRID I7S
4
REV SONS
QM 1.©
d

FORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
essionai Engineer Namr
ID Name of Waterbod
Ate`
n_gineering
Firm Name
River Waterbody Waterbody
Coun Basin Stream Index No. Classification
If unnamed, indicate "unnamed tributary to Xi% where Xis the named wetert ody to which the unnamed tributary joins.
I 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
of 1

. Corporations Division Page 1 of 1
�N—orth Carolina
Ei+ t s F M8rthal D. E RT ENT THE
Secretary E RE C Y OF STATE
PO Pox 2022 Raleigh, NC 27626-322 (9t91807-20OO
Click Here To:
Account
Login
Register
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: WP EAST ACQUISITIONS, L.L.C.
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
0466103
Current -Active
Current
Foreign
7/30/1998
December
GA
Corporation Service Company
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
327 Hillsborough Street
Raleigh, NC 27603-1725
327 Hillsborough Street
Raleigh, NC 27603-1725
3715 Northside Pkwy, Suite 4-600
Atlanta, GA 30327-2808
3715 Northside Pkwy, Suite 4-600
Atlanta, GA 30327-2808
Company Officials
Manager:
WP East Development Company, L.L.C.
3715 Northside Pkwy, Suite 4-600
Atlanta GA 30327
http://www.secretary.state.nc.us/Search/profcorp/4901660
11/5/2014

des
rt ru c:
Date: NOVEM ER 4, 2014
T: NCDENR Division of Water Resources
u urc
Mooresville Regional Office
610 East Center Ave., Suite 301
Mooresville, NC 28115
rce gro
From: [wars Farr line, PS PE
Pe Alta Bere c
job 041-1
Project larraive;
Please field enclosed the Fast Track Application Package for a
gravity seer extension to serve the referenced project. This
sever extension will serve Alta Berewick, a proposed 266 unit
Apartment Community in The City of Charlotte, North Carolina.
The sewer system will be owned and Operated by i P East
Acquisitions, EEC. CMUDwill accept and treat the wastewater
discharge generated lay the proposed subdivision. The flow
acceptance letter from CMUD is included with this application
package.
Sincerely„
rc R. Van line PLC, P

TNS AL
November 4, 2014
design r aour.
NFNI - Division of Water Resources
Mooresville Regional Office
610 Fast tenter Ave., Suite 0
Mooresville, NC 281' 1
e;
Alta
ere
job 1- it
ck
Please find the enclosed private sewer application package.
This package includes the following items:
Project Narrative
. Application
Application Fee
fF Capacity and Flo Tracking/Acceptance Form
. fifeMap
. Street ap
Stream Classcation

�• •
•
• Central Files: APS _ SWP
11/18/2014
Permit Number WQ0037445 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
36,870
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Marc Van Dine
PE
Facility Name Major/Minor Region
Alta Berewick Minor Mooresville
Location Address
Facility Contact Affiliation
Owner
County
Mecklenburg
Owner Name
Wp East Acquisitions LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Carter Siegel
1001 Moorehead Sq Ste 250
Charlotte NC 28203
Orlg Issue
11/18/2014
App Received
11/4/2014
Draft Initiated
Scheduled
Issuance Public Notice Issue Effective
11/18/2014 11/18/2014
Regulated Activities Requested /Received Events
Apartment complex
Condominium
Wastewater collection
Outfall
Expiration
Additional information requested
Additional information received
Waterbody Name
Streamindex Number Current Class Subbasln

Water Resources
ENVIRONMENTAL, OLJAUTY
April 2 , 2016
Mr. Tom Barker, Regional President
Solis Waverly Apartments LLC
111 East Hargett Street, Suite 300
Raleigh, NC 27601
SUBJECT: Final Engineering Certification Acknowledgement
Project: Solis Waverly
Permit No, 'WQ0037455
Permittee: Solis Waverly Apartments LLC
County: Mecklenburg
Dear Mr. Barker:
PAT MCCRORY
Govemoi-
DONALDR. VAN DER VAART
S. JAY ZIMMERMAN
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 04/19/2016. Enclosed
is a certification page for your records. A full review of the certification materials may or may not
be conducted. It is assumed that receipt of this certification indicates compliance with all
regulations, design criteria and the permit. However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the life of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.org/web/wq/swp/ps/cs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
S incerely,
Barry Love
Environmental Specialist
cc: Mr. Kristopher W. Rowe, P.E. (LandDesign, Inc., 223 N. Graham Street,
Charlotte, NC 28202)
Central Files
MRO
State of North Carolina I Environmental Quality Water Resources
SVCIVtary
SW E. Center Avenue, Sutte 301, Moorevae, NC 28115
Mune; 704-6634699 \ Internet: wvivimedenr,gov

TRACK ENGINEERING CERTIFICATION
Permittee: Solis Waverly Apartments LLC
Project: Solis Waverly — Mecklenburg County
7455
ssue Date: 1111912014
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 dearly 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 hi hl recornrnended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
Jeff Smith, 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.
Jeff Smith, Development Partner
Printed Name, Title
ENGINEERS CERTIFICATION
Partial Final
t, Kristopher W. Rowe, as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe ( ' periodically, © weekly, 0 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 of Water Resources (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:
SEA
32666
AGIIA
©PHER #.1411,0,.._
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.
l::t\\ Q tJse. Onlye
FEow Iron; this projc

Corporations Division
Page 1 of 1
North Carolina
Elaine F marshal; E "RR" "MENT C?p'THE
SecrMfaty S E CRETARY OF STATE
PO Box 2962.2 R.aleit t, NC 27 26-W12 ;9191&17.2000
Click Here To:
Account
Login
Register
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: Solis Waverly Owner, LLC
Limited Liability Company Information
SosId:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation: DE
Registered Agent:
Corporate Addresses
1377958
Current -Active
Current
Foreign
5/8/2014
Corporation Service Company
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
327 Hillsborough Street
Raleigh, NC 27603
327 Hillsborough Street
Raleigh, NC 27603
5425 Wisconsin Ave Ste 202
Chevy Chase, MD 20815
5425 Wisconsin Ave Ste 202
Chevy Chase, MD 20815
Company Officials
http://www.secretary.state.nc.us/Search/profcorp/1 05285 88
11/14/2014

223 Nortr
1013199 S©LIS-WAVERLY
1013199
Fast Track Application Package
For Solis Waverly
For your review and comment
NAME
Kris Rowe
223 North Graham Street
Charlotte, NC 28202
NCDENR - Mooresville
Regional Office
Water Quality Section
610 East Center Avenue
Mooresville, NC 28115
ndDesign, Inc.
Trans t
11/12/2014
00054
Overnight
krowe@landdesign.
on
al
704-333-0325
704-663-1699
Enclosed is the fast track application package for Solis Waverly. Please feel
free to contact me if you have any questions.
Sincerely,
Kris Rowe
DATED
Copies of the Fast Track Application Package For Solis
Waverly
-- Check in the amount of $480 00 (#697)

October 27, 2014
ENGINEER'S REPORT
SoCi av erly,
LDI Project No. 101199
SE" VER SYSTEM APPLICANT:
Solis Waverly Apartments LLG
111 East Hargett Street, Suite 300
Raleigh, NC 27601
DEVELOPER:
Solis Waverly Apartments LLC
111 East Hargett Street, Suite 300
Raleigh, NC 27601
DESCRIPTION:
The site consists of approximately 18 acres. The property is ztltied MUDD-O <tt d
t �il1 consist of 10 apartment_ buildings with a total of 375 apartments. We are
proposing to install approximately 220Ifof 6" PVC sewer amain and 880 if of 8"
PVC sewer main on -site that will make up the private system. Flows from the
project will be sent to the McAlpine Creek Wastewater Treatment..Plant (NPDES
permit number NC0024970),
SEWER SYSTEM IMPROVEMENTS:
The proposed demand for this site 4vi11 be approximately 50,625 gallons per day. The
demand is based on 375 apartment units at 135 gallons per daylu i:t. New .mains are
expected to have a minimum 50®year service life. The system will be constructed by
the Developer per Charlotte -Mecklenburg Utility Department Standards and
Specifications and services will be billed, by the City of Charlotte in accordance with
their standard rate schedule.
N:1_601311©13199i0GC81PERINITTINt,,1PERIMIT FORv1SNNC©ENR - SEWERi10131RS REPORT WATER.DOC LANOOESIGN„ INC.

Central Files: APS SWP _
11/18/2014
Permit Number WQ0037455 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuie
Permitted Flow
50,625
Facility
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Facility Name Major!Minor Region
Solis Waverly Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name
Solis Waverly Apartments LLC
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Tom Barker
111 E Hargett St
Raleigh
NC 27601
Orig Issue
11/19/2014
App Received Draft Initiated
11/13/2014
Regulated Activities
Apartment complex
Wastewater collection
Outfall
Scheduled
Issuance Public Notice Issue Effective
11/19/2014 11/19/2014
Requested !Received Events
Expiration
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class • Subbasin

ater Resources
ENVIRONMENTAL QUALITY
March 11, 2016
Mr. Carter H. Siegel
WP East Acquisitions, LLC
1001 Morehead Square Drive, Suite 2
Charlotte, NC 28203
SUBJECT: Final Engineering Certification Acknowledgement
Project: Alta Berewick --- Mecklenburg County
Permit No. WQ0037445
Permittee: WP East Acquisitions, LLC
County: Mecklenburg
Dear Mr. Siegel:
'PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S_ JAY ZIMMERMAN
nlreclnr
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on 03/10/2016. Enclosed
is a certification page for your records. A full review of the certification materials may or may not
be conducted. It is assumed that receipt of this certification indicates compliance with all
regulations, design criteria and the permit. However, if a full technical review is conducted, you
will be notified of any items of non-compliance.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings
for the Iife of the project. If you have not received such copy from your consultant, please contact
them immediately to obtain a copy.
Lastly, you are receiving this letter because the Division has you listed as the responsible party. If
'this permitted system is no longer owned by you or your company, please complete Form PNOCF
since the permit is not automatically transferable. Form PNOCF can be downloaded from
http://portal.ncdenr.org/web/wq/swp/pslcs/pnoc from the Collection Systems Applications page.
Should you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barry Love
Environmental Specialist
cc: Mr. Matthew L. Mobley, P.E.(Design Resource Group, 2459 Wilkinson Blvd., Suite 200
Charlotte, NC 28208)
Central Files
MRO
State of North Carolina I Environmental Quality I 'Water Resources
610 E. CenterAvenue, Suite 301, Mooresville, NC 28115
Phone: [phone] \ Internet vmw.nedenr.gov

FAST TRACK ENGINEERING C:'ERTIFICA,"I'1ON
Permittee: WP East Acquisitions, LLC � t' '. t :t Permit No. WQ0037445
Project: Alta Derewick — Mecklenburg County Issue Date: 11J19l2014
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.
} �r
Printed Name, Title
Signature
Date
ENGINEER'S CERTIFICATION
��rr a Partial l (Final
1, ��4 `l /7 41 bra' i , s a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observg(Q`periodically, El weekly, 11 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 of Water Resources (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
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 andshall subject the Permittee to appropriate
enforcement actions,
MVO Use Only:
Floe from this project is trihut r