WQ0038480_Regional Office Historical File Pre 2018 (4)

Water Resources
E NVNR©NVM,ENTAL. QUALITY
May 26, 2016
Jeffrey Smith -- Development Partner
Terwilliger Pappas Multi -Family Partners
4777 Sharon Road, Suite 550
Charlotte, NC 28210
PAT MCCRORY
DONALD R. VAN DER VAART
Secrehlty
S. JAY ZIMMERMAN
Dxre eor
Subject: Permit No. WQ0038480
Terwilliger Pappas Multi -Family Partners
Solis Berewick
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Smith:
In accordance with your application received May 18, 2016, we are forwarding herewith Permit No.
WQ0038480 dated May 26, 2016, to Terwilliger Pappas Multi -Family Partners (Permittee) for the
construction and operation upon certification of the subject wastewater collection system extension. This
permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions
and limitations as specified therein. This cover letter shall be considered a part of this permit and is
therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
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 the responsibility of the Permittee 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.
State of North Carolina f En Y iPtat#uienlal t rtall¢y Water Resources 1
Mooresville Regional OM* 610Rsst Geetee Avenue, Suite 3©1 1
704 663 1699
y 'Regional Operations
North Carolina 28115

If you need additional information concerning this matter, please contact
or via e-mail at [e-mail].
bvVKCorey Basinger, RegionalSupervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, NCDEQ
cc: ]enamyS. kand, P.E. (e-copy)
Barbara Gross
Tommy Rowkynd(e-omov
Regional Office, Files
Water Resources Central Files
a
Love at [phone]
Page 2 of 9

Environmental
Quality
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
Terwilliger Pappas Multi -Family Partners
Mecklenburg County
for the construction and operation of approximately 1,621 linear feet of 8-inch gravitysewer to serve 270
apartment units as part of the Solis Berewick project, and the discharge of 36,450 gallons per day of
collected domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the
application received May 18, 2016, 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
Environmental Quality 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
co it'•�s a • i ations contained therein.
Fby. W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038480
Permit Issued: May 26, 2016
Page 3 of 8

SUPPLEMENT TO PERMIT COVER SHEET
Terwilliger Pappas Multi -Family Partners 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 Charlotte Water McAlpine Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024970.
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 and any Special
Conditions identified below.
SPECIAL CONDiTIONS
No flow in excess of the quantity permitted herein, 36,450 gallons per day, 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. [15A NCAC 02T.0304(b)]
2. This permit shall become voidable unless the agreement between Terwilliger Pappas Multi -Family
Partners and Charlotte Water for the collection and final treatment of wastewater is in full force and
effect. [15A NCAC 02T.0304(h)]
II. STANDARD CONDITIONS
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. [15A NCAC 02T.0104; G.5 143-215.1(d3)]
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. [15A NCAC 02T.01101
This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
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
Page 4 of 8

I
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: (15A NCAC 02T .0108(b)1:
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.
i. Right-of-ways and easements shall be maintained in the full 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. 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,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 8

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 I 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. [G.S. 143-215.1C(a1)j
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the exiisting utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b))
7. 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:
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 applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
Page 6of8

I
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. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field -where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and submitting
the construction certification.' 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of
the wastewater collection facilities. [15A NCAC 02T .0116]
10. 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 forthe.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. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c)]
11. 1n°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.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. 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 the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which may be
required by the Division or any other Federal, State, of Local government agencies. [G.S. 143-
215.1(b)]
Page 7 of 8

FAST TRACK SEI
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
ENGINEERING CERTIFICATION
Terwilliger Pappas Multi -Family Partners
WQ0038480
Solis Berewick
May 26, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation,. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, 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
I, , as a duly registered Professional En Ineer in the State of North Carolina,
having been authorized to observe (�' periodically, fl weekly, Li full time) the construction of the
project name and location as referenced above for the above 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 w/signature & date:
Final 0 Partial (include description)
Certification Coents/Qualifiers (attach if necessary):
State of North. Carolina p Envirorintental Quality I Water Resources ; Water Quality Re8¢eenal
Mooresville'Regional ©1$eei 610 East Center Avenue, Suite 3111 1Mooresvillc, North Caro
704 663 1699
ton$
28115

0
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
......................
Owner!Permittee:
Terwilliger Pappas Multi -Family Partners
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Jeffrey Smith - Develment Partner
Signing Official Name and Title (Please review 15A NCAC 2T .0
The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ atatefCounty ❑ Pri
0 1 d. 4777 Sharon Road, Suite 550
LL
0
J
z
0
2
0
LL
Z
Mailing Address
11. NC
State
1h. 704-716-3906
Telephone
2. Project. (Facility Infor
2a Solis Berewick
Brief Project Name (permit will refe
3. Contact Person:
3a. Jeremy (card - Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
Application Number:
(to be completed by DWR)
)6 (b) for authorized signing officials)
ate Partnership t Corporation ❑ Other (specify):
1 e. Charlotte
City
1g„ 28210
Zip Code
1j. [e-mail]
E-mail
2b, Mecklenbu
County Where Project is Located
3b. 704-333-0325 ext.1041
Phone Number
Facsimile
tion:
name
3c. jicard ianddesign.cam
E-mail
Project is New ❑ Modification (of an existing permit) if Modification, Permit No.:
2. Owner is 0 Public (skip to Item B(3)) Private (go to Item 2(a))
2a, If private, applicant will be:
El Retaining Ownership (i.e. store, church, single office, etc.) or
! i Leasing units (lots, townhomes, etc. - skip to Item B(3))
0 Selling units (lots, townhomes, etc, - go to Item B(2b))
2b. If sold, facilities owned by a (must choose one)
0 Public Utility (Instruction ©)
0 Homeowner Assoc./Developer (instruction E)
3. Charlotte Water
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. McAlpine Creek WWTP
Name of WWTF
5a. CharlotteW'at€r 5b. _. 0 Gravity
Owner of Downstream Sewer Receiving
6. The origin of this wastewater is (check all
❑ Residential Subdivision
0 Apartments/Condominiums
0 Mobile Home Park
0 School
❑ Restaurant
0 Office
4b, NC0024970
WWTF Permit No.
5c. 100-04-0000
Sewer Size ❑ Force Main Permit II of Downstream Sewer (Instruction F)
that apply):
0 Retail (Stores, shopping centers)
❑ Institution
0 Hospital
0 Church
❑ Nursing Home
0 Other (specify):
7, Volume of wastewater to be allocated or permitted for this particular project: 36,450
*Do not include future flows or previously permitted allocations
8 If the permitted flow is zero, indicate why;
100 % Domestic/Commercial
Industrial
(Attach Description)
Other
(Attach Descriotion)
gallons per day
Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
El Flow has already been allocated in Permit No.
❑, Rehabilitation or replacement of existing sewer with no new flow expected
(see 15A NCAC 02T .0303 to determine if a permit is required)
1'TA 10-I4 APPI..IC:ATION Page 4 of 6

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 27.0114 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).
[Units] (270 units x 135 gpd/unit) = 36,450 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8"
New Gravity or Additional
Force Main
1,621 New Gravity
z
11. 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 planslmap for reference)
V
z
CL�
0
tL
z
Longitude:
Design Flow
(MGD)
Latitude:
Operational Point Power Reliability Option
GPM @TDH 1 - permanent generator w/ATS; Force Main Size
2 - portable generator w/MTS
Pump Station Location ID:
Force Main Length
(self chosen - as shown on plans/map for reference)
Longitude: Latitude:
Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPMTDN 2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
[:] Yes No If Yes, permit number of 2"d treatment facility
(RO — if 'yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum De si n Criteria forthe Permittin ,ot Pump Stations and Force Mains
(latest version), the Gravit, ,Sewers Minimum Design Cntori (latest version) and 15A NCAC Chapter 2T as applicable?
Yes Lj No
If No, complete and submit the VariancelAlterna ive 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,S 6

14. Hive the following permitslcertifcations been submitted for approval for the system or project to be served?
Wetland/Stream Crossings General Permit or 401Certifucation?
Sedimentation and Erosion Control Plan?
Trout Buffer Waiver?
Stormwater?
15. Does this project include any high priority line
manholes)? These lines swill be considered
Check if Yes: © and provide det
0 Yes ©No
® Yes ©No
Yes ©No
©Yes ❑No
Ej N/A
0 NA
NIA
0 N/A
5ANCtiC 02T"0402L2j) involve aerial lines, siphons, or interference
h priority and must be checked once every six months
Owner/Pemiittee's Certification: (Signature of Signing Official and Project Name)
1,. Jeff Smith attest that this application for Solis Berhas
been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if a!1 required parts of
this application are not completed and that if ail 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. GB, any person who knowingly makes any false statement, representation, or certification in any
application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil
penalties up to $25,000 per violation,
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
t!) TO OTHER UTILITIES,, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
0
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, der e i y ,attest that this application for 5af 5 &rewr ck has been reviewed
by me and i§ 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 I have reviewed this material and have judged it to be consistent with the proposed design,
Note: In accordance with NC General Statutes 143-215.6A and 143-215,6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation,
2a. Jeremy S Icard, PE
Professional Engineer Name
2b. Land Design
Engineering Firm
2c, 223 N. Graham Street
Mailing Address
2d, Charlotte
City
2g, 704-333-0325 2h. 704-332-3246
Telephone Facs'imil
2e. NC 2f. 28202
State Zip
2i. jicard landdesign,cam
E-mail
NC PE Seal, Signature Date
FTA 10-I4 APP'UCATION
Page 6 of 6

CHARLOTTE
W
March 10, 2016
Mr, Chris Waldt
Land Design
223 N Graham St
Charlotte, NC 28082
TER
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
SOLIS BEREWICK
9520 SHOPTON ROAD WEST, CHARLOTTE NC
CLTWATER TRACKING# 2016196
A flow acceptance study of the subject site has been completed and the following has been determined:
Charlotte Water (CLTWater) agrees to accept the gravity sewage flow of 36,450 gallons per day (270
apartment units x 135 gpd/unit) from this project for transmission to the McAlpine Creek Wastewater
Treatment Plant; NPDES permit number NC0024970, for treatment. This acceptance of flow is based
upon the existing capacity of the designated publicly owned treatments works. Please see attached NC
DEQ FTSE form.
CLTWater 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, CLTWater
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
CLTWater and sewer 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 ermits are not obtained and construction has not started within one
issuance of this flow acceptance stud and a rnent for an service connections has not been racowed
within (1) year of issuance of this flow acceptance letter, thisapproval shall be rescinded and a clew flo
acceptance study must be made. If you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Br a kshire Bkv^d, Cha
n
NC 28216 clharlotteerwate.r.org
tad by the City of Charlotte

1z'
tto :';i1.7
€' i
d4
} .' ,
Division 07 Water ReSOUM25
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: LandDesxcm, Inc.
Project Name for which flow is being requested: Solis 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 wastewaterflow.
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 WWTP
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
10.137
69.053
0.036
79.226
50.0%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Beaverdam 2.70 1.08 0.208 0.127 0.336 0.743
* 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 < 0.
Page 1 of 6
FTSE 08-13

III. Certification Statement:
I J. Carl Wilson 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 II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of t e form Vindicates acceptance of this wastewater flow.
A) it.
Signing Offi 1 Signature
03 a7 l�
Date
Page 2 of 6 .
FTSE 08-13

Charlotte, N,C,
2013

STREET LEVEL MAP

vision of Water Resources
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
hed Classification Attachment (WSCAS 01-15)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and waterbodies.
Each map or maps must show the location of the sewer system and include location identifiers where the system
traverses over or near waterbodies. The map should have location ID's for each different waterbody and
corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained from:
http://partal.ncdenr.or web w borne ro
Location ID Name of Waterbody'
River
Basin
Waterbody
Index No.
Waterbody
Classification
Beaverdam Creek
Catawba
11-126
Beaverdam Creek
Catwaba
11-126-1
1 If unnamed, indicate "unnamed tributary to X", where Xis the named waterbody to which the unnamed tributary joins.

! certify that as a Registered Professional Engineer in the State of
North Carolina that l 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

NC Surface Water Classification
EXGRAVITY—,
SEWER
April 18, 2016
DWR WQ Classifications
EA E DAM CREEK
CATAWBA BASIN
126-1
CLASSIFICATIONC
-BEAVERDAM CREEK ..,
CATAWBA BASIN
11,126
CLASSIFtCATION: C
1:18,055
0 0,15 0.3
s r ti
0 0.25 0.5
0.6 mi
Souwces: Esri, HERE, Dr'Lorrne#, intexmap, i,crem ri P Core., GEBCO,
USGS, FAO, NPS, NRCAN, GeoBase,IGN, Kaeasier NL, Ordnance Sr'ey,
Esri Japan„ M€TI, Esn China (Hong Kemp, s isstape, MapmyRrrie, E
GpenStreetMepcontributcrs, and the GIS User Gcxnrrundty
NCDENR - MvislFon or Water Resources
NCDENRDiv. Water Re wrcel
city dCfi ar6atf e, Corn N at Gaston State of Noon Camera DOT, Esn, HERE. DeLarmP 1NGRE ME NT P. in errnap. USGS, ME, TGINASA, EPA, USDA NCOENR • Diviser alWeler Reseueces h

-March 24, 2016
ENGINEER'S REPORT
Solis Berewick
LDI Project No. I015388
SEWER SYSTEM APPLICANT:
Terwilliger Pappas Multi -Family Partners
4777 Sharon Road, Suite 550
Charlotte, NC 28210
DEVELOPER:
Terwilliger Pappas Multi -Family Partners
4777 Sharon Road, Suite 550
Charlotte, NC 28210
DESCRIPTION:
The site consists of approximately 13.3 acres. The property is zoned CC-LLWPA and will consist of 4
apartment buildings with a total of 270 apartments. We are proposing to install approximately 1,621 If of
8" pvc sewer main on -site that will make up the private system. Flows from the site will be sent to the
McAlpine Creek Wastewater Treatment Plant (NPDES permit number NC0024970).
DEMAND:
The proposed demand for this site will be approximately 36,450 gallons per day. The demand is based on
270 apartment units at 135 gallons per day/unit. New mains are expected to have a minimum 50-year
service life. The system will be constructed by the Developer per Charlotte -Water standards and
specifications and services will be billed by the City of Charlotte in accordance with their standard rate
schedule.
Information on the existing City system operational procedures and capabilities are contained in the
Charlotte Mecklenburg Water System Management Plan (WSMP #05-01702 & PWS ID #0160010).

'March 24, 2016
ENGINEER'S REPORT
Solis Berewick
Lill Project No. 101538E
SEWER SYSTEM APPLICANT:
Terwilliger Pappas Multi -Family Partners
4777 Sharon Road, Suite 550
Charlotte, NC 28210
DEVELOPER:
Terwilliger Pappas Multi -Family P
4 777 Sharon Road, Suite 550
Charlotte, NC 28210
DESCRIPTION:
The site consists c 'approximately 13,3 acres, The property is zoned CC-LLMPA and will consist of 4
apartment buildings with a total of 270 apartments. We are proposing to install approximately 1,621 If of
8" pvc sewer main on -site that will make up the private system. Flows from the site will be sent to the
McAlpine Creek Wastewater Treatment Plant (NPDFS permit number NC0024970).
DEMAND:
The proposed demand for this ite will be approximately 36,450 gallons per day. The demand is based on
270 apartment units at 135 gallons per day/unit. New mains are expected to have a minimum 50-year
service life. The system will he constructed by the Developer per Charlotte -Water standards and
specifications and services will be billed by the City of Charlotte in accordance with their standard rate
schedule.
Information on the existing City system operational procedures and capabilities are contained in the
Charlotte Mecklenburg Water System Management Plan (WSMP #05-01702 & PWS ID #0160010).

1015388 SOLIS BEREWICK
MULTI -FAMILY
1015388
Fast Track Sewer Application
For your use
Gurveer Uppal Land Design.
Barry Love
610 E Center Ave #301 NCDENR -
Room # 3323 Mooresville Regional
Mooresville NC 28115 Office
United States
Barry,
5/17/2016
00017
Courier
[e-mail] x10"2
barry„love@ncdenr„gov
Attached is the updated sewer application for the Solis Berewick projec
Please email me if you have any questions or require additional
information.
Ct,t" e
(signer
sninLtof DC„. 1 DeiWasj Orlando
(OandDesigplr c
7/2016 NCDEQ fast track 2nd submittal.pdf
Jeremy Icard
Franc

Corporations Division
Page 1 of 1
North Carolina
E/sins F MMrsha!! DEPARTMENT OF THE
Secretary ..:SECRE C' RY OF STATE
PO Box 29822 Ra(el ,. NC 276264322 (9'f93E97-2O0
Click Here To:
Account
Login
Register
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Terwilliger Pappas Multi -Family Partners, LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1300907
Current -Active
Current
Domestic
2/7/2013
December
NC
Pappas, Peter A.
Mailing:
Principal Office:
Reg Office:
Reg Mailing:
4777 Sharon Road, Suite 550
Charlotte, NC 28210-0101
4777 Sharon Road, Suite 550
Charlotte, NC 28210-0101
4777 Sharon Road, Suite 550
Charlotte, NC 28210-0101
4777 Sharon Road, Suite 550
Charlotte, NC 28210-0101
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Member:
Managing Member :
J. Ronald Terwilliger Revocable Trust
3060 Peachtree Road, Suite 830
Atlanta GA 30305
Peter A. Pappas Revocable Trust
4777 Sharon Road, Suite 550
Charlotte NC 28210
https://www.sosnc.gov/Search/profcorp/10169865
5/19/2016

Central Files: APS _ SWP
5/26/2016
Permit Number WQ0038480 Permit Tracking Slip
Program Category Status
Non -discharge Active
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuie
Permitted Flow
36,450
Facility
Project Type
New Project
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name MajorlMlnor Region
Solis Berewick Minor Mooresville
Location Address
Facility Contact Affiliation
Owner
County
Mecklenburg
Owner Name
Terwilliger Pappas Multi -Family Partners
Dates/Eve nts
Owner Type
Non-Govemment
Owner Affiliation
Jeffrey B. Smith
4777 Sharon Rd
Charlotte
NC 28210
Orig Issue
5/26/2016
App Received Draft Initiated
5/18/2016
Scheduled
Issuance Public Notice Issue Effective
5/26/2016 5/26/2016
Regulated Activities Requested !Received Events
Apartment complex
Wastewater collection
Outfall
Additional information requested
Additional information received
Expiration
Waterbody Name Streamlndex Number Current Class Subbasin

Water Resources
Environmental Quality
May 8, 2017
Jeffrey Smith, Development Partner
Terwilleger Pappas Multi Family Partners
4777 Sharon Road, Suite 550
Charlotte, NC 28210
SUBJECT: Final Engineering Certification. Acknowledgement
Project: Solis Berewick
Permit No. WQ0038480
Permittee: Terwilliger Pappas Multi -Family Partners
County: Mecklenburg
Dear Mr. Smith:
ROY COOPER
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
The Division of Water Resource's Mooresville Regional Office received the final engineering
certification with record drawings for the subject sewer extension project on May 3, 2017.
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].
Sincerely,
Barry Love
Environmental Specialist
cc: Jeremy S. Icard, P.E., ndDesign, 223 N. Graham. Street, Charlotte, NC 28202)
Central Files
MRO
"Nothing Compares, - ..
State of North Carolina 1 Environmental Quality p Water Resources J Wager Quality' Regional Operations
Mooresville Regional office { 610 East Center Avenue, Suite 301 p Mooresville, North Carolina 28115
704-663-1699

Pr'
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Terwilliger Pappas Multi -Family Partners
PERMIT tt; W00038480
PROJECT: Solis Berewick
ISSUE DATE; May 26, 2016
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PER"IITTEES CERTIFII ATION
I 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
Signa
ENGINEERS CERTIFICATION
Jeremy S !card as a duly registered Professional En ineer in the State of North Carolina,
having been authorized to observe (j periodically, weekly, full time) the construction of the
project name and location as referenced above for the above 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; 1SA NCAC 02T; the
Division of Water Resources' (Division) Gravity Sewer Minimurn 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 w/signature & date:
Final Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
02 May 2017
6
htlty l w a r Resources' Water Quality Regional Operatlom
enter Avenue, Suite 3011 Mooresville, Nooti Carolina 28115
704 663 1,699

1015388 SOLIS BEREWICK
MULTI -FAMILY
1015388
Solis Berewick Private
Wastewater Collection System
Final Certification (WQ0938480)
5/2/2017
00049
For your use and distribution Courier
Barrett Blackburn
Barry Love
610 E Center Ave #301 NCDENR
Room # 3323 Mooresville Regiona
Mooresville NC 28115 Office
United States
Barry,
BBlackburn@la
ddesign.com
[e-mail]
Please find the attached submittal package as our final certification for Solis
Berewick Private Wastewater Collection System. Let us know should you
have any questions,
Thanks,.
Barrott Brackbittn,
Designer [ Office
on DC; ando j San Francesco
5/2/2017 Solis Berewick Pvt S S Certification Submittal-95-t12-
2©17.pdf

CREATING PLACES
THAT MATTER.
May 2, 2017
Mr. Barry Love
NCDEQ
Mooresville Regional Office
610 East Center Ave, Suite 301
Mooresville, NC 28115
Re: Wastewater Collection System Extension
Terwilliger Pappas Multi -Family Partners
Solis Berewick
Mecklenburg County
Permit Number: WQ0038480
LandDesign PN: 1015388
Dear Mr. Love,
MOo ES La,...
On behalf Twilliger Pappas Multi -Family Partners, we are providing herewith inspection reports, as built
survey, and a final certification for the Wastewater Collection System to serve Solis Berewick, located in
Charlotte, NC..
This final certification package is being submitted to certify the construction and completion of the Solis
Berewick sanitary sewer collection system under the fast track permit number WQ0038480, The project
consisted of approximately 1,621 LF of 8" gravity sewer to serve 275 apartment units as part of the Solis
Berewick project. Construction of this system was observed and built within compliance of the permit.
Feel free to give me a call if you have any questions.
Respectfully Submitted,
Barrett Blackburn
LandDesign, Inc.
LANDDESIG.N,.COM
23 N GRAHAM I:PEET
3 H:Ai L. "T L',< Hi E: 3 3w
LLL
SAN irRA.,yNs ESC0

Sanitary Sewer Testing Report
Project Name: SOLIS Berewick
Date: February 2017
Signed: William Morris
Manhole
Location
SSMH-9 to SSMH8
SSMH-8 to SSMH-7
SSMH-7 to SSMH-6
SSMH-6 to SSMH-13
SSMH-5 to SSMH-6
SSMH-4 to SSMH-5
SSMH-11 to SSMH-10
SSMH-11 toSSMH12
SSMH-4 to SSMH-3
SSMH-4 to SSMH-3
SSMH4 to SSMH-3
SSMH-4 to SSMH-3
Pipe Size
8 inch
8 inch
8 inch
8 inch
8 inch
8 inch
8 inch
8 inch
8 inch
8 inch
8 inch
8 inch
8 inch
Pipe
Length
107.93
94,66
95 5
218,26
162 74
221,26
50.33
311 8
78.24
66,48
66.99
10
Mandrel
Test
Passed
Passed
Passed
Passed
Passed
Passed
Passed
Passed
Passed
Passed
Passed
Passed
Passed
Present at Site: William Morris- LDI
Low Pressure
Air Test
Time(Minutes)
4 psi for 4 minutes
4 psi for 4 minutes
4 psi for 4 minutes
4 psi for 4 minutes
4 psi for 4 minutes
4 psi for 4 minutes
4 psi for 4 minutes
4 psi for 4 minutes
4 psi for 4 minutes
4 psi for 4 minutes
4 psi for 4 minutes
4 psi for 4 minutes
4 psi for 4 minutes
Comments
Users\ bblackburnAppDatakLocahMicrosoft‘WindowsVNeiCache\Cor)tent.1 lc k. Sewer testing
4:03 PM 5/2/2017