WQ0038480_Regional Office Historical File Pre 2018 (2)

Resources
Env irraztt ental Quality
October 5, 2017
Mr. Jeff Smith, Executive Vice President
Terwilliger Pappas Multi -Family Partners
4777 Sharon Road, Suite 550
Charlotte, NC 28210
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit No. WQ0038480 MODIFICATION
Terwilliger Pappas Multi -Family Partners
Solis Berewick
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Smith:
In accordance with your application received October 4, 2017, we are forwarding herewith Permit No.
WQ0038480 MODIFICATION dated October 5, 2017, 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 This permit shall be effective from the date of issuance until rescinded, shall void
Permit No. WQ0038480 Modification dated May 10, 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. 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. This Modification adds 27 If of 6-inch gravity
sewer and 3,000 gpd of flow for a total flow of 41,250 gpd.
Please pay particular attention to the following conditions contained within this permit:
Condition I1.1: 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.
a" Nothing Compare
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704-663-1699

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 [phone]
or via e-mail at [e-mail].
Sincerely,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Jeremy Icard, P.E. (e-copy)
Barbara Gross (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

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, to serve the Solis Berewick project, and the discharge of 41,250 gallons per
day of collected domestic wastewater into the Charlotte Water existing sewerage system, pursuant to the
application received October 4, 2017, 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. This Modification adds 27 If of 6-inch gravity
sewer and 3,000 gpd of flow for a total flow of 41,250 gpd.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contaJned therein.
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
October 5, 2017
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 NCOO24970.
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.
1, SPECIAL CONDITIONS
No flow in excess of the quantity permitted herein, 41,250 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.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996, as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110]
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

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 (Le. 365
days per year). Pump stations that are connected to a telemetry system shall be inspected at
least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -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.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three
years with exception of the map, which shall be maintained for the life of the system.

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
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 initial
verb& 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)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [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,
6

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 .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. 115A 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)]
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

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Terwilliger Pappas Multi -Family Partners
WQ0038480 MODIFICATION
Solis Berewick
October 5, 2017
This project shall not be considered complete nor Mowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certif cation 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
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ 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; 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 n Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115

Division of Water Resources
1 S.A. NCAC 02T
Application Nttanber
All items mast
State ot" North Carolina
i)eparteuent Environmental Quality
Division of Water Resources
TRACK SEWER SYaS°I`EM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOC(.1MEN"TATION
be completed by DWi'0
pletr�d or the application IN
II be retu
APPLICANT INFORMATION:
1. Applicant's naive: Terwilliger Pappas Multi-Fatnil)` Partners (company, municipality, IIOA, tatiiit), etc-
Applicant type: [ Individual ® Corporation El General Partnership © Privately -Owned Public
© Federal [J State any LI Municipal
3. Signature authority's naatte. Jeff Smith per l " "4. yt 0 _ tt t tiF,a
Title: Executive. Vice President
4. Applicant's mailing address. 4777 Shaon Rd Suite 550
City: Charlotte State: NC hip: 2821.0
Applicant's contact information:
Phone number [phone] Email Address: jstnittai?tery i11( erpdppas.con
�] Other
PROJECT INFORMATION:
Project name: Solis Rer:wick
2, Application/Project status: [I Proposed (New Permit) I xistiaag Pertniti'Pro,ject
If a modification, provide the existing permit number WQ0038480 and issued dame, 5l26/ 16,
if new construction but part of a master plan, provide the existing perntit number: \VQO0_-
3. County where project is located: Mecklenburg
4, Approximate Coordinates (Decimal Degrees): Isatittrde: 35.I7'' Longitude: -80,97
5. Parcel 1L7 (if applicable): 12923706
(or Parcel ID to closest down -stream sew et•)
CONSULTANT INFORMATION:
1 Professional Engineer tertnry [card License Number 026491,
Firm: Land Design Inc.
Mailing address: 223 N Grahatn St.
City: Charlotte State: NC 'Lip: 28202-..,.._
Phone number: (704) 33 3-03_25 Email Address arc ardrirlanddes
IV WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: NICAlpineCreek tG't'T0 Permit Number: N00024470
Owner Name: Charlotte Water
R EIVING DOWNSTREAM SEWER INFORMATION (if different than W"TF):
1, Pernik Nuinber(s): WO Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
OwnerNa.me(s):,
FORM: FTA 04-16

ERAL REQUIREMENTS
. If the Applicant is a Privately -Owned Public 1Jrility, has a Certificate ofPublic Convenier
1f21he Applicant is a
I f the Atstiiar
ew°elorrer of lots to be sole
4. Origin of wastewater: (check all th
❑ Residential Owned
Residential Leased
❑ School / preschool r day care
© Food and drink facilities
Businesses + offices, factories
app1Y):
Li Detail
• Retail
E] Medica
❑ Church
Nursing Horne
Nature of wastewater. 100 % Domestic/Commercial
°.No Industrial
ue.Cion bc.err approved under
❑ Yes ❑'No I N/A
as t i •tip;
Ei yes
NSA
ith lirrad preparrrtitan.`s:rvice
/ dental / veterinary frcilitit
'%a Commercial
tt Pretreatment Program in c
provide a copy of flow reduction approti`
7. Summarize wastewater generated by project:
tablislunent Type (see 0:2T O1I-ItD) J
Medical Office
a See NC
dwelling; proposed unknown non resid .n'tittl develcrprr.ent uses; public access
and residential property` located south or cast of the Atlantic Intracoastal Water4wa x
No
Yes
Daily Design Flow °r
250 gaI'day/practinner
25 gal. day/employee
gals'
gal,
if
G.S.
Necessity been attached?
hed?
been attached?
Car Wash
❑ hotel andlor Motels
❑ Swimming Pool iClubhouse
Swimming PoolTilter Backwash
❑ Other (Explain in Attachment)
CI No
`No, of llnrtsl Flow.
Fr des ir
beu'
C
1,500 GPI)
1,500 GPI)
, minimum flow<<per
ed near high public use areas;
;tern rentals as defined
h Per 15A NCAC 02T .0.114(c), design flow rates for estalrlishrnertts nc t identified [in table 1,_
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
'Wastewater generated by project: 3,000 G'PL) (per t
r Do not include future flows or previously perrni
1t permitted flow is zero., indicate why':
❑ 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 \VQ0038480
❑ Rehabilitation or replacement of existing sewer with no new flow expeeted
El Other (Explain.):
d allocations
be
FORM. FTA 04-16
of 5

GRAVITY SEWER DESIGN CRITERIA (If Applicable) (t4.'( t439 & 1 )C
Summarize gravity sewer to be permitted:
);,' Section 11 & .111 of the M.DC for Permitting of Gravity Sewers contains information related to design criteria
Section 111 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) — (i ' ,.) () & l)E r.r tt r t ttipn . F
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
?. Approximate Coordinates (Decimal. Degrees). Latitude:
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
5. Summarize the force main to be permitted (for this Pump Station
6. Power reliability in accordance with 1
© Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(B)'
r Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
.> Must he permanent to facility
Or if the pump station has an average daily flow less than 15.000 gallons per day:
LI Portable power source with tnanual activation, quick -connection receptacle and telemetry - I5A NCAC 02T
.0305(h)(1)(C)
11 'el
is head (TDII)
or
Portable pumping unit with plugged emergency pump connection and telemetry - 15A NC.AC 02T .0305(h)(1)(C):
It shall be detnonstrated to the Division that the portahlc 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 Inultiplc pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule attic portable power source or pump, including travel t.imeframes, shall be provided
in the case of a multiple station power outage.
FORA: I"TA 04-16 Page 3 of 5

FA Yes El No
PIPIPC
PPE;;)e'slitiAl„'PkroSie&ct„°
15A NCAC" 02`[0305(1) contains minimum sep,arations that shall be provided for sewer systems:
Setback, Parameter*
EPARATIONS (0211.0200 .15,8 NCAC 021".0305,(0):
nip!), with all separations found in 15.A, NC, -,AC 02T „03050)
Separation Required
Storm sewers and other utilities not listed belowlvertical) 24 inches
Vater mains fi,,Lerticai-water over sewer including in benched trenches) 18 inches
'Water mains (4orizontal.) 10 feet
Reclaimed water lines (vertical - reclaimed over sewer) 18 inches
Reclaimed water lines (horizontal - reclaimed over sewer). 2 feet
**.Any private or public water supply source, including any wells, WS-1 waters of CIas 1 or
Clas'11 impounded reservoirs used as a source of drinking water
Waters classified WS (except WS-1 or WS-V), B, SA, OR W, HQW, or SB from normal
high water(or tide elevation) and wetlands (see item IX,2)_ 50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
An 'building foundation
An hasernent
100 fee ,
To_pslope of embankment or cuts o f 2 fcet or more vertical height
Drainac,e systems and interceptor drains
Any s.wirraning pools
Final earth gtLade (vertical)
10 feet
5 feet
10 feet
• j L5c2) contains alternatives where separations in 02 l .0305(0 cannot bc achieved,
i. **Stream classifications can be identified using the Division's NC Sur Water ekth,,ifications v,ek,p4iN
• If noncompliance with 0? 1,10l0i fior see Section X ofthis application
2. Does the project comply with separation requirements for kvetlands? (50 feet of separation)
See the Division's draft separation requirements for situations where separation cannot be meet
• 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
Yes flNo
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 028 .02002 El Yes 1:1 No
• This would include Trout Buffered Streams per 15A. NCAC2B.0202
4..Doesthe project comply with an individual 404 Permit or any 4-01 Certifications'? Ej 'Yes El No
'- Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters.
• Information can be obtained from the !1,121 AALif1qP,(1iting,P,rwict),
5. Does project comply with 1,5A"NS11A('"0,2„"120105(c)(6) (additional permits/certifications)? Yes D No
Per 1,5A Ntl„7,,A,(2,9,M2tilti5is'ii"?j, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained, Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stonnwater management plans, etc.),
6, Does this project include any sewer collection lines that are deemed, "high -priority?"
Per 15A NCAC. 021,0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to strearnbanks that is subject to erosion that undermines or deteriorates the sewer,
El Yes No
IT yes, include an attachment with details for each line, including type (aerial line, size, material, and location),
High priority, lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per I5A NCAC 02T.04103(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: 1'TA 04-16 Page 4 of 5

11No, complete and sttbruit the Vari!
No
.Design Request application (VAL)C 10-14
reviewv. Approval oftEte 1'ertuest is required prior to Spbmittal of the Fast 't rack A iplicitt(trxa and suppor°ring documents.
Professional Engineer's Certification:
Jere Ir'Lt
._£irsrfe;sional E Angin
COk.rr
application Item III.
g documents tore
his application for
been reviewed by me and is accurate, co nplete arid consistent.he infort atio.rt supplied in the.. plans, tipeci11
ing calculations, and all other supporting documentation to the best o..myr krmwrled,ge, 1 further attest that to the hest
knowledge the proposed design has been prepared in accordance v th the applicable regulations, Gravity
urea 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 signntore and seal stunifres that 1 have reviewed this material and
have judged it to be consistent wvith the proposed design.
NOTE In acco•rdance wvith General Statutes 143-215.6A and 143 ,215.6B, any person wvho knowingly makes ,any false
statement, representation, or certification in any applic:a:tican package shall be guilty of a Class 2 rlisderneanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation,
North Carolina Professucvnal Engineer's seal, slgttatare, a�rid date:
Applicant's cation per 15 A NCA , 02T _0l06(b).
1.
gaxa'ture'Authoriti''s name & title frotrw Appli
attest that this appticatio
has been reviewed by me and is accurate and complete to the best of my knows=ledge. I understand. that ifall required parts uf°
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 relieff, andfor criminal prosecution. 1 will make no claim against the Division of Water Resources should a condition
of this permit be violated. 1 also understand that if 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 he returned to me as
iaacornp lete,
NOTE — In accordance with General Statutes i;i i t, rand E) im (:), any person who knowingly makes any false:
statement, representation, or certification in any application package shall be guilty of a Class 2 nnsdetnea.nor, winch may
include a fine not to exceed $10,000 as well as civil penalties albs to $25,000 per violation,
FORM, FTA 04-16

August 1, 2017
ENGINEER'S REPORT
Solis Berewick
LOX Project No. 1015388
SEWER SYSTEM APPLICANT:
Terwilliger Pappas Multi -Family Partners
4777 Sharon Road, Suite 550
Charlotte, NC 28210
DEVELOPER:
Berewick Apartments, LLC
c/o Terwilliger Pappas Multi -Family Partners, Development Manager
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 3,000 gpd and the total flow is now 41,250 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 1,621 If of 8" pvc in
the private system. Flows from the site will be sent to the McAIpine 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 3,000 gpd which include 6 medical practitioners x 250 gpd/practitioner and 60
office employees x 25 gpd/employee. The total demand will be approximately 41,250 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
4777 Sharon Road, Suite 550
Charlotte, NC 28210
'a
ers
Subject: Permit No. Q0038480 MODIF'ICATI©N
Solis Berewick
Wastewater Collection System Extension Permit
Mecklenburg County
1 Jeffrey Scertify to the be: 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 form indicates acceptance of this wastewater flow..
Development Manager:
Berewick Apartments, LIE
c/o 'Terwilliger Pappas Multi -Family Partners, LI,C
a North Carolina limited liability company
yy B.. Smith
Titic: Executive Vice President

EX. GRAVITY....
SEWER
April 18,2016
[Wif R
NC Surface Wat r Classification
-BEAVERDAM CREEK
CATAWBA BASIN
11-126-1
CLASSIFICATION: C
BEAVERDAM CREEK
CATAWBA BASIN
11-126
CLASSIFICATION: C
WE MEW P,1 footinap. USG& ME'IA+NlYSA, Erik USDA SMEAR - [J1Aish of Wow Rest ►

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources Watershed 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 IlYs 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:
httpj/portal,ncdenrorg/webtwq/home/ro
Location ID Name of Waterbody'
Beaverdam Creek
Beaverdam Creek
River Waterbody
.n Index No.
Catawba 11-126
Catwaba 1 11-126-1
Waterbody
Classification
1 If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.

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

CHARLOTTE
W TER
March 27, 2017
Mr. Jeremy Icard
LandDesign, Inc.
223 N Graham St
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
BEREWICK PARCELS 16 & 17 — MEDICAL OFFICE
DIXIE RIVER ROAD, CHARLOTTE NC
CLTWATER TRACKING# 2017402
After analysis of the sanitary sewer associated with the proposed design of project Berewick Novant
Office, it was determined that there is sufficient capacity to accommodate the proposed sewer flow
of 3,000 gallons per day (6 medical practitioners x 250 gpd/practitioner; 60 office employees x 25
gpd/employee) 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 stem is acce ted on a first com 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. if the
a ro rlate authorization to construct permits are not obtained construction has not started within
one 1`1l year of issuance of this
n receivedwthin t`1
ance. and
n1r serwce connec
©t`issuance ofthis flow acceptance letter. this flow acce
ns have not
ance
approval shall be rescinded and a new flow acceptance request must be made. If you have any
questions, please do not hesitate to contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte 'voter 5100 B ookshiCharlotte. NC 28216 chariyottewrater.org
Operated by the City of Charlotte

Division of Water ne,sourreii.
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: LandDesign, Inc.
Project Name for which flow is being requested: Berewick parcels 16 & 17 - Medical Office
More than one FTSE maybe 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
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. TotaI 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
12.481
65.760
0.003
78.244
79.O6
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 2.7 1.08 0.223 0.111 0.334 0.745
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** 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.
Downstream Facility Name (Sewer): Solis Berewick; Berewick Sewer Extension
Downstream Permit Number: W00038480; 205-580
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I 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 I and II
plus all attached plannin: assessment addendums for which I am the responsible party.
Signature of this form in ates acceptance of this wastewater flow.
Signing Official Sign
Page 2 of 6
D 3 //7
Date
PTSE 04-16

�.iE';sT
FROM
RE
1016440 NOVANT HEALTH AT
BEREWICK TOWN CENTER
1016440
Solis Berewick Sewer
Modification
For your approval
Kate Goodman
223 North Graham St.
Land Design
Charlotte, NC 28202
arry Love
610E Center Ave #301 NCDENR -
Room # 3323 Mooresville Regiona
Mooresville NC 28115 Office
United States
Barry,
9/29/2017
00001
Mail
[e-mail]
barry.love@ncdenrgov
Included in this package is a previously permitted private sewer system
WQ0038480 that is on the Solis multi -family site. This modification
includes a small additional length of sewer to serve two buildings on the
adjacent site. Please review all supporting documents and contact me with
any questions you may have.
Thank you,
KATE G©©DMAN„ PE
Senior Designer I Associate I ice l (0) 704,333 03 :
Charlotte I °tr ash ington DC l Oran o I San Francisco l Boulder
anaDerssp
I @LandDesignlnc

Transmittal
DATE: 9/29/2017
TRANSMITTAL ID: 00001
DESCRIPTION OF CONTENTS
QTY
} DATED
TITLE
NOTES
2
--
FAST TRACK SEWER APPLICATION
2
--
TOPOGRAPHIC SITE MAP
2
--
STREET LEVEL MAP
2
--
NC SURFACE WATER CLASSIFICATION
2
--
WATERSHED CLASSIFICATION ATTACHMENT
2
--
FLOW ACCEPTANCE FOR ADDITIONAL FLOW
2
--
COPY OF PREVIOUS PERMIT WQ0038480
2
--
PREVIOUS CERTIFICATION OF AS BUILT SS
2
--
PREVIOUS FLOW ACCEPTANCE
1
--
CHECK FOR $480.00
Page 2 of 2

Central Files: APS _ SWP _
10/5/2017
Permit Number WQ0038480 Permit Tracking Slip
Program Category
Status Project Type
Non -discharge Active Major modification
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions 1.20 Individual
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
41,250
Facility
Permit Contact Affiliation
Facility Name MajorlMinor ' Region
Solis Berewick Minor Mooresville
County
Mecklenburg
Location Address
Facility Contact Affiliation
Owner
Owner Name
Terwilliger Pappas Multi -Family Partners
Dates/Events
Owner Type
Non-Govemment
Owner Affiliation
Jeffrey B. Smith
4777 Sharon Rd
Charlotte
NC 28210
Orig Issue
5/26/2016
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/5/2017 10/5/2017 10/5/2017
Regulated Activities
Apartment complex
Condominium
Wastewater collection
Outfal l
Requested !Received Events
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin