WQ0038480_Regional Office Historical File Pre 2018 (3)

Water Resources
Environmental ()law
May 17, 2018
Mr. Jeff Smith, Executive Vice President
Terwilliger Pappas Multi -Family Partners
4777 Sharon Road, Suite 550
Charlotte, NC 28210
MIC HAEL S. REGAN
Sec re ttoy
IleiDA CULPEPPER
Subject: Permit No, WQ0038480 MODIFICATION
Terwilliger Pappas Multi -Family Partners
Solis Berew'ick
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr, Smith:
In accordance with your application received May 16, 2018, we are forwarding herewith Permit No,
WO0038480 MODIFICATION dated May 17, 2018, to Terwilliger Pappas Multi -Family- Partners (Permittee)
for the construction and o erasion u can certification of the subject wastewater collection system
extension. This permit shall be effective from the date of issuance until rescinded, shall void Permit No,
WO0038480 MODIFICATION issued October 5, 2017, 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.
Permit No. WQO038480 was originally issued on May 26, 2016 for 1,621 linear feet(if) of 8-inch gravity
sewer and 36,450 gallons per day(gpd) of domestic flow, Permit No, W00038480 Modification dated May
10,, 2017 added 1,800 gpd of flow for a total of 38,250 gpd. A Modification dated October 5, 2017 added
27 If of 6-inch gravity sewer and 3,000 gpd of flow for a total flow of 41,250 gpd. This current Modification
adds 2,475 gpd ofdomestic flow for a total now of 43,725 gpd. No additional line is added.
Please pay par
ar at
ntion to the following conditions contained within this permit:
Condition Ill: This permit shall not be automatica&ly transferable; a request must be made and
approved.
Condition 1'1.4:
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 §1.43-215.6A 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.
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ReSCIurcev; 'cz,wrQUa.lkto Paatto
hfdaeresv ,ry Region' C)Itice tr .10 Fast L'°erut .a ar•rrrtty, S,
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If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150E of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Barry Love at (704) 235-21.43
or via e-mail at [e-mail].
Sincerely,
oocuSigned by:
Ah4CC681AF27425.,.
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office,
Division of Water Resources, NCDEQ
cc: Jeremy lcard, P.E. (e-copy)
Barbara Gross (eacopy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e• copy)

:J.,.
Niz
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 27 linear feet of 6-inch gravity sewer and 1,621 linear
feet of 8-inch gravity sewer as part of the Solis Berewick project, and the discharge of 43,725 gallons per
day of collecd domestic wastewater into th Char o Water existing sewerage system, pursuant to the
application received May 16, 2018, 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.
Permit No. WQ0038480 was originally issued on May 26, 2016 for 1,621 linear feet(If) of 8-inch gravity
sewer and 36,450 gallons per day(gpd) of domestic flow. Permit No. WQ0038480 Modification dated May
10, 2017 added 1,800 gpd of flow for a total of 38,250 gpd. A Modification dated October 5, 2017 added
27 If of 6-inch gravity sewer and 3,000 gpd of flow for a total flow of 41,250 gpd. This current Modification
adds 2,475 gpd of domestic flow for a total now of 43,725 gpd. No additional line is added.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
DocuSigned by:
A14CCC6tkr27425...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number:
Permit Issued:
WQ0038480 MODIFICATION
May 17, 2018
3

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 inexcess of the quantity permitted herein, 43,725 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, [15ANCAC C 2T.03tl4(b)]
2. This permit shall become voidable unless the agreement between Tery
Partners and Charlotte Water for the collection and final treatment of wa
effect. [15A NCAC 02T,0304(h))
II. STANDARD CONDITIONS
er Pappas Multi-Far`nily
eater is in full force and
This permit is not ttransferable. 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_S 143-2.15.1(d3)l
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 1SA 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 02Tw01191
4

3. 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
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)]:
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 28 .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.
5

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
gained for the life of the system.
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, 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 mnitia'l
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
farm) can also be completed to show that the SSO was beyond control. [G.S. 1.43-215.1C(a1)]
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. 115A 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 Perm'ittee 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 forr°n 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 an
the plans or on digital media (CiI 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.
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 .01161
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 for the Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000,
as applicable; and other supporting materials may subject the Permittee to an enforcement action by
the Division, in accordance with North Carolina General Statutes §143-215.6A through §143-215.6C,
construction of additional or replacement wastewater collection facilities, and/or referral of the North
Carolina -licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; 15A NCAC 02T
.0108(b-c))
11. 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.
[15A NCAC 02T .0110; 15A NCAC 02T .0108(b)1
7

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. [GS. 143-
215.1(b)j

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Terwilliger Pappas Multi -Family Partners
WQ0038480 MODIFICATION
Solis Berewick
May 17, 2018
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
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, Title
Signature Date
ENGINEERS CERTIFICATION
1, , as a duly registered Professional En_neer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, n 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 ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality 1 Water Resources I Water Quality Regional Operations
Mooresville Regional [Alice' 610 East Center Avenue. Suite 3011 Mooresville. North Carolina 28115

February 22, 2018
ENGINEER'S REPORT
Solis Berewick
LDI Project No. 1015388
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:
This is a modification to the originally permitted sewer line WQ0038480 to address changes to the permit
description and flow allocation. An additional (2) 9,000 sf medical office buildings have been added to
the planned program. The resulting flow has increased by 5,475 gpd and the total flow is now 43,725 gpd.
The site consists of approximately 16.84 acres. The property is zoned CC-LLWPA and will consist of 4
apartment buildings with a total of 275 apartments and (2) 9,000 sf medical office buildings. We are
proposing to install an additional 27 If of 6" pvc to the already installed and certified 1,62I if of 8" pvc in
the private system. Flows from the site will be sent to the McAlpine Creek Wastewater Treatment Plant
(NPDES permit number NC0024970).
WATER SYSTEM IMPROVEMENTS:
The previously approved and permitted demand for the site was 38,250 gpd which included 275
apartment units at 135 gallons per day/unit, an amenity center based on 100 people at 10 gallons per day
per person and an office based on 5 people at 25 gallons per day per person. The proposed medical office
demands are an additional 5,475 gpd which include 14 medical practitioners x 250 gpd/practitioner and
79 office employees x 25 gpolemployee. The total demand will be approximately 43,725 gallons per day.
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).

Terwilliger Pappas Multi -Family Partners
4777 Sharon Road, Suite 550
Charlotte, NC 28210
Subject: Permit No, WQ0O38480 MODIFICATION
Solis Berewick.
Wastewater Collection System Extension Permit
Mecklenburg County
Jeffrey Smith certify to the best of my knowledge that the addition of
the volume of wastewater to be added to the private sewer system, permit WQ0038480, has been
evaluated along the route to the point of the receiving downstream public sanitary sewer system
and that the flow from this upstream. project is not anticipated to cause any capacity related sanitary
sewer overflows 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. The attached Charlotte Water flow acceptance, 2017402, approves the transmission of this
additional flow through the public system to the McAlpine Creek Wastewater Treatment Plant.
The attached engineer's report and modified Fast Track sewer application details the additional
flow through the previously permitted private sewer extension for which I am the responsible
party. Signature of this firm indicates acceptance of this wastewater flow.
Development Manager.
Berewick Apartments, L>LC.
c/o Terwilliger Pappas Multi -Family Partners, LAX
a North Carolina limited liability company
I�lre: 'ere. Staaith
Title: Executive Vice President

State of North Carolina
Department of Environmental Quality
Division of Water Resources
ISA N .A+C tl2T .03tl*0 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
el Ke raurces ETA 04-16 t SUPPORTING DOCUMENTATION
Application Number \
f'
kac completed by DWtt)
All items must he completed or the application rrrill be returtled
APPLICANT INFORMATION:
I . Applicant's name: "Terwilliger Pappas Multi -Family Partners (company, municipality, HOA, utility, etc)
2. Applicant type: j Individual Corporation
C Federal E' State/County D Municipal
3. Signature authority's name: ,! ftrey Smithper I„S t t > 5 l l _AU (h)
Title: Executive Vice President
4. Applicant's mailing address: 4777 Sharon Rd ,_Suite_:5tl
City: Charlotte State: NVC Zip: 28.20M1
Applicant's contact information:
Phone number: (704) 71673906 Email Address: (stir
PROJECT INFORMATION:
1. Project name: _Solis erewcl+
2. Application/Project. status: Q Proposed (New Pe
to as,corn
TI?l�_
ral Partnership Q Privately -Owned Public Utility
Other
Existing PernritfProject
If a modification, provide the existing permit number: WQ003848Q and issued date: 5426(16
If new construction but part of 'a master plan, provide the existing permit number: WOO©
3. County where project is located: Mecklenburg
4, Approximate Coordinates (Decimal Degrees); Latitude: 5 ml ' Longitude: 4Q97'
5, Parcel ID (if applicable.): 19923706
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1, Professional Engineer. Jeremy 1cat_d License Number, 026491
Firm: Land Design Inc,
Mailing address: 223 N Graham St.
City: Charlotte State: NC Zip. 28202-
Phone number: [phone] Email. Address:.irar ) r
ddesi ;n corn
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: Al, ite Cre
Owner Name: Charlotte Wate
WTP Permit Number: NC0024970.
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I, Permit Number(s): WQy, Downstream. (Receiving) Sewer Size:
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner 'Name(s):
FORM: FTA 04-16
Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
® Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .010 3(200
)Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under I5A NCAC 02T .01 14Q)? D Yes
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
fl Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
® No
Establishment Type (see 02T.01144(fl)
Daily Design Flow n.b
No. of Units
Flow
Medical Office
250 gal/day/practioner
7
1,750 GPD
25 gal/day/employee
29
725 GPD
•
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
Total
2,475 GPD
a See 15 A NCAC 02T .01 l4(b), (dl_ (e)11) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 2,475 GPD (per I5A NCAC 02T .0114)
F. Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
El Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number: W00038480
❑ Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM: FTA 04-I6
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
> Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) -- 02T .0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: a Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1 is
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B):
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(I)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - I5A NCAC 02T .0305(h)(I)(C):
> It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS ®, (02B .0200 &..1 SA NCAC 02T .0305(f)):
I . Does the project comply with all separations found in 5, N,C4M
�. A 'NCAC 02°l",��US(j �_. minimum se�aaatrons (.fat shall be provided for set ten s s'
> i SmA� t contarra mer
2,
Setback P'aranret
orm sewers and ether utilities not listed below (vertical
'vertical -water over sewer including
horizontal
d wateriira s (vertical - reclaimed over sewer)
d water lineskhorizantal _ reclairrted over sewer)
**Any private or pubiit:. water supply source, including any we WS-I estate of Claass 1 or
Class 11 impounded reservoirs used as a. source of drinki.n water
*Waters classified WS (except WS-I or WS-V), 13, SA, ORW, FIQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX,2)
'*Any other stream, lake, impoundment, or ground water lowering and surface dra
ditches
building foundatioi
An x basement,
( (1w1 & t
t o amps or ee
Irairaa; e sste
Art svvrnrn
I ittal earth
krraent or cuts of 2 feet o
seed interceptor drains
0
ode (ve
ev
enched teen
al, height
> 15A NCAC 0, 1 '.0315(g) contains alternatives where separations in 921
Y **Stream classifications can be identified using the Division's NC Sirface._ V_°titer
> If noncompliance with Q_? 1 0305(1) ur (g,), see Section X of this application
c
Yes
Required
24 inches
8 inches
10 feet
incite
100 feet
i 0 feet
10 feet
36 inches
t be achieved,
slftcrttiean tea
s the project comply with separation requirements for wetlands? (50 feet of separation)
See the Division's draft separation requirements for situations where separation cannot be rt teet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
No
Yes 0 No
Does the project comply with all setbacks found in the river basin rules per 1 sA vt t ( I 0 00! ill Yes LJ No
> °Phis would include Trout Buffered Streams per 15A NCA.,(LI0 02
4, Does the project comply with an individual 404 Permit err any 401 Certifications?
Yes Q No
> Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Y Information can be obtained from the 401 &. Riafle°rc .;Perin ti mm ol)rartch
Does preaeet comply with _15A dvC_A( 02T,0I05CL.)4,O.) (additirtnnal permits/certifications)"?
No
Per II A tit°,A,C 0 1 0I0 cJ(, ), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained, Issuance of this permit is contingent en issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.').
b. Does this project include any sewer collection lines that are deemed "high -priority?"
Per ISA jtiCAC
positioned paralle
> If yes, include an attachment with details for
1 Q402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
Irr strearnbanks that is subject to erosion that undermines or deteriorates the sewer.
Yes l No
line, eluding type (aerial line, sire, iateria➢, and location).
High priority lines shall be inspected by the perm ittee or its representative at (east once every
documented per I5A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16
hs and inspections
Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 1,
.a110 Force M in , fatycs te01 n), and the Fula
P rru i ung art
pplicahle?
''es No
If No,, complete and submit the "Variance/Alternative Design Request application (VADC 1i -I4) and suprt:ing documents for
review, A p nroval of the re a st is re aired rtinr to snbnalttaf of the Fast "r`nek A a 1icatiron and su ortin rio urnents.
2. Professional Engineer's Certification:
el"e.
>nal En
c.rc\..
name from Application
at thus application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering 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 (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version), Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6I3, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class misdemeanor, which may
include a fine not to exceed $ 10,000, as well as civil penalties up to $25,000 per violation.
North Carolina. Professional Engineer's seal, signature, and date,
Applicant's Certification per 15A NCAC 02T ,0106(b).
1,
gym.;
attire A,trthority's name
orn Appli
nItem1.3.)
that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge, 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete, 1 understand, that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water R.esouaces should a condition
of this permit be violated. 1 also understand that it all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete,
NOTE - In accordance with General Statutes j 1, s and 1-1 ; 1's rf), any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed '$ 10,0'00 as well as civil penalties up to $25,000 per violation.
Date,
FCIPridi PTA. fli.Ll6
Page 5 of 5

CHARLOTTE
W
May 8, 2018
Mr. Jeremy !card
LandDesign, Inc.
223 N Graham St
Charlotte, NC 28202
TER
SUBJECT: CAPACITY ASURANCE REVIEW
NOVANT BEREWICK MEDICAL OFFICE
DIXIE RIVER ROAD, CHARLOTTE NC
CLTWATER TRACKING# 2017402
After analysis of the sanitary sewer associated with the proposed design of project Novant Berewick
Medical Office, it was determined that there is sufficient capacity to accommodate the proposed total
sewer flow of 5,475 gallons per day (3,000 gpd previously approved; plus 7 additional practitioners x
250 gpd/practitioner and 29 employees x 25 gpd) at the connection point(s) shown on the submitted
utility plan 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.
Charlotte Water (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
NCDEQ. However, CLTWater cannot guarantee a constant pressure or quality of flow.
The applicant should understand that due to the involvement of other agencies and continuing
growth of the water system, the ability to provide service for future projects cannot be guaranteed
nor reserved. Connection to the CLTWater s stern is acce led on a .first carve, first served basis,
The applicant should understand that this letter is not authorization to construct private water
systems, as the appropriate local or State permits are required prior to construction. lithe
appropriate authorization to construct permits are not obtained construction has not started within 12)
years of issuance of this flow acceptance, and payment for any service connections have not been
received within (2) years of issuance of this flow acceptance letter, this flow acceptance approval
shall be rescinded and a new flowacceptancerequest must be made. If you have any questions,
please do not hesitate to contact me at [phone],
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Waxer 5100 E,. hkhr
2E==1: 1.6 chat

in)\\h,\ll
-IL
l E
•
Division of Water Re-sotsrces
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
1
Entity Requesting Allocation: LandDesign, Inc.
Project Name for which flow is being requested: Novant Berewick Medical Office
More than one FTSE may be required for a single project if the owner of the WIYTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only lif you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Crlek
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
11. 217
65.01
0.0054
76.23
77.0%
II.
'Pump
Station Frm
(Name or Capacity, *
Number) MGD
Beaverdam • 2.4
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 1 TP:
I (A) f
Design Obligated,
Average Daily Approx. ' Not Yet Total Current
IFlow** Current Avg. Tributary F ow Plus
(Firm / pf), Daily Flow, Daily Flow, O ligated
MGD MGD MGD Flow
0.96
0.31 - 0.10
(E)=(A-D)
Available
Capacity***
0.42 0.53
* 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.
� I
** Design AJerage Daily Flow is the firm capacity of the pump station di'ided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station Iocated
between the project connection point and the WWTP where the Available Capacity is < O.
Downstream Facility Name (Sewer): Berewick -- Beaverdam Creek Tributary 2
Downstream Permit Number: 2 0 5 - 58 0
Page 1 of 6
FTSE 04-16

Ill. Certification Statement:
Keri Cantrell
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 I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Sig ng Offlcial Sig? a

SUBJECT'
PURPOSE
1016440 NOVANT HEALTH AT
BEREWICK TOWN CENTER
1016440
Solis Berewick Sewer
Modification
For your approval
Kate Goodman
223 North Graharn St,
Land Design
Charlotte, NC 28202
rry Love
610E Center Ave #301 NCDENR -
Room # 3323 Mooresville Regional
Mooresville NC 28115 Office
United States
BE. A
Barry,
TRANSMITTAL
TAIL
Trans
5/10/2018
00002
Mail
KG oodman©tanddesign.com
[e-mail]
Included in this package is a previously permitted private sewer system
WQ0038480 that is on the Solis multi -family site. This modification
includes an increase in flow. Please review all supporting documents and
contact me with any questions you may have.
Thank you,
KATE GOODMAN, PE
Senior Designer I Associate I Office 1 (o) 704,333.0
Charlotte I n DC 1 Dacia s i Orlando 1 San Francisco Boulder
e.Yo d D i @LandDesigninc
a

Transmittal{
DATE: +^0ly 20 1 8
�', 1 ... �IT) 00002
2
2
2
NTS
FAST TRACK SEWER APP
- - ; TOPOGRAPHIC SITE MAP
STREET LEVEL MAP
2 FLOW ACCEPTANCE FOR ADDITIONAL FLOW
2 -- COPY OF PREVIOUS PERMIT WQ0038480
2 ; - 3 PREVIOUS CERTIFICATION OF AS BUILT SS
2 --I PREVIOUS FLOW ACCEPTANCE
1 r CHECK FOR $48M0