WQ0038480_Regional Office Historical File Pre 2018

Water Resources
Environmental Quality
May 10, 2017
Mr. Tom Barker, Regional 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, Barker:
In accordance with your application received May 1, 2017, we are forwarding herewith Permit No.
WQ0038480 MODIFICATION dated May 10, 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 This permit shall be effective from the date of issuance until rescinded, shall void Permit No.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 issued May 26, 2016,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.
This permit was originally issued for 1,621 linear feet(If) of 8-inch gravity sewer and 36,450 gallons per
day(gpd) of flow. This modification adds 1,800 gpd of flow for a total of 38,250 gpd. There is no change
to the linear feet of line which remains at 1,621 If.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request
approved.
Condition 11.4:
u
be made and
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 §1.43-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
" Nt tlnkENc Cctnipares'"z-....
State of North Carolina' Environmental Quality l Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115
704-663-1699

Ifany parts, requirements, orlimitations contained inthis permit are unacceptable, you have the right to .
request an adjudicatory hearing upon writ'Lcin 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, N[
27699'6714. Unless such demands are made, this permit shall befinal and binding.
Ifyou need additional information concerning this matter, please contact Barry Love at(7O4)Z]5'2143
or via e-mail at [e-mail].
fe& bvVV.Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division ofWater Resources, NCDE{l
cc: Jeremy |oautP.E.
Barbara Gross he -copy\
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERC6(e'copy)
2

SP
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 gravity sewer, to serve the
Solis Berewick project, and the discharge of 38,250 gallons per day of collected domestic wastewater into
the Charlotte Water existing sewerage system, pursuant to the application received May 1, 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.
This permit 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 flow. This modification adds 1,800 gpd of flow for a total of 38,250 gpd.
There is no change to the linear feet of line which remains at 1,621 If.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
Fes, 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 10, 2017
3

SUPPLEMENT TO PERMIT COVER SHEET
Terwilliger Pappas Multi -Family Partners ]s 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, 38,250 GPD shall be made tributary to the subject
sewer system until an application for permit modification for an increase in flow has been submitted
to and approved by the Division. [15A NCAC 02T0304(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
1, This permit is not transferable. In the event there is a desire for the wastewater collection facilities
to change ownership, or there is a name change of the Permittee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [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
4

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]
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 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.
5

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.
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:
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 55O 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 55O 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:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
6

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 .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 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
7

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. [GS 143-
215.1(b]]

• FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Terwilliger Pappas Multi -Family Partners
WQ0038480 MODIFICATION
Solis Berewick
May 10, 2017
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
ENGINEER'S CERTIFICATION
I, , as a duI registered Professional En ineer 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 ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
State of North Carolina 1 Environmental Quality I Water Resources I Water Qualify Regional Operations
Mooresville Regional Office) 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115

Os,,,mmm
Division of Water Resources
State of North Carolina
Department of Environmental Qualify
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING DOCUMENTATION
4-te.o.t
Application Number: (to be completed by DWR)
All items must be cornpkied or the application will be returned
APPLICANT INFORMATION:
Applicants name: Terwilliger Papos Multi-Family_fartners (company, municipality,. II0A., utility, etc.)
2 Applicant type: El Indiidual Corporation LJ General Partnership LI Privately -Owned Public Utility
[I] Federal
3. Signature authority's name: Tom arker per 15,A NCACO2 f ii106(b)
Title: Regional President
4, Applicant's mailing address: 4777 Sharon Rd.,Suite 550
City: Charlotte State: NC Zip: 28210-
.5, Applicant's contact information,
Phone number: (704) 71.6-3906 Email Address: tbarkeaterwilligemanpas.com
111 State/County LJ Municipal El Other
IL PROJECT INFORMATION:
1. Project name: Solis Bercwick
2. Application/Project status: El Proposed (New -Permit) Existing Permit/Project
If a modification, provide the existing permit number. WQ0038480 and issued date 5/26/16
If new construction but part of a master plan, provide. the existing permit nutnher: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.-17:: Longitude: -80.97'
5. Parcel ID (if applicable): 19923706,
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jeremv_leard License Number:, 026491
Firm: Land Design Inc.,
Mauling address: 223 N Graham St.
City: Charlotte State: NC .Zip: 282027_
Phone number: (704)3.33-0325 Email Address: [e-mail].
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: McAlpine Creek WWTP Permit Number: NC0024970
Owner Name: Charlotte Water
V. RECEIVING:DOWNSTREAM SEWER INFORMA.T1ON (if different than WWTF):
Permit -Number(s): Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS_____
Owner 'Narne(s):
FORM: FTA 04-16 Page Lof 5

GENERAL 'REQUIREMENTS
If the Applicant is a .Privately -Owned Public utility, has a Certificate of Public, C.onvenien e and Necessity keen attached?
[J Yes ;No
if the Applicant is a Developer of lots to be sold, has. a t eye
0 Yes 0No EINt".i\.
If the Applicant is a Home: Property (Iv
Origin of as
vat
Residenal Owned
Resident.at Leased.
0 School =' preschool/day cart
0 Food and drink facilities
Businesses / offices =` fact -
hat
C� Yes ONo
ply.)
Retail (°sttares, canters, malls]
Retail with 'food preparationl'servic.e
Ntedicavet:erin.ary facilities
0 Church.
0 Nursing Horne
Nature ot'vvastewate 1{)0 °'fi, 'Domestic/
Has
0
cia�r =o Commercial
there a Pretr
ion been approved under 15A NCl'AC 02 } ,01 I-1(f)`.'
aide a copy of flow reduction approval letter
Sun'tniarize wastewater generated by project:
Establishment Type (see (J T.9I 130).)
Apartment Units
Amenity Center
Leasing Office � w_......,
a See 1 + N ti(,:..:1C 0 T .17114(h). i21;
dwel'll g, proposed unk ulwn non -
and residential property located ,sou
in ( l,ti.._,,\-V1.
Daily Design
135 gal day
-° —/ gal,' day.
X 1>axl,%
day i person
)R',I 1)i:VMj been attached?
� } been attached?
a.imming Pool =`Clubhouse
tir,g Pool(Filter Backwash
Explain in Attachment)
No. of Uni
5
Flow
UPt)
CiPI)
1 r80© (.TPD
flow per
use areas;
s defined
b Per 15A N(AC 02'I _01 ]4(c), design llaaw rate~ for establishments not iderrtitiecl [in table 15 ; \C.NC 02T.t)114] : hall be
determined using avail hle flow (tat i. waiter ai>in); lazttiresa taccupaancy° or operatsori p,ittcrirs, aiad other measured data.
1,800
Wastewater generated by project: GF'C+ leper 1 ,.N NC:NC.' 02'I .(5l 144
Do not include future thaws or previously permit
If permitted flow is zero, indicate why:
ns
0 Pump Station or fir avity Seaver where flaw will lac penaaitted in subsequent permits that connect: to this line
Permit Number: W l003i(°'180
0 Rehabilitation or replacement of c (is ing sewer with no new floe. expected
[]] Other (Exphtini:w
Floawr has already been a
FORM.: F'fAUl-16

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 (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. 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 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):
❑ 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)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - I5A NCAC 02T .0305(h)(1)(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 — (02F3 .0200 & 15A NCAC 02T .0305(0):
, Does.the project comply with all separations :found in I SA NCAC o2T ,03o5( 0 & (Lf),
ISA NCAC 02T,0305(f) contains minimum separations that shall be provided for sewer s stems:
•
Z Yes JNo
Setback Parameter* Separation Required
se s and oilier utitities not listed below (vertical) 24 inches
ains (vertical -water over sewer including in benched trenches) 18 inches
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed over sewer
*Any private or public water supply source, includiig. any wells, WS-I waters of Class I o
Claus 1.1 impounded reservoirs used as a source of drinking water,
!tigers classified WS (except WS-I or WS-V), B, SA, ORW, HOW, er S13 from normal
'or tide elevation) and wetlands (see item IX 2)
**Any other stream, lake, impoundment, or ground water lowering. and surface drainage
ditches
foundation
basement
slope ofernb4rlknlernorcuts of 2 fector more vertical height
Drainale systems and interceptor drains
Anyswimming pools
Fina , ea/ - grade (vertical)
1,0 feet,
18 inches
2 .feet
10 feet
eet
10 feet
10 feet
5 :feet
10 feet
36 inches
'15A NCAC 021-,0305(g) contains alternatives where separations in 02T.03050, cannot be achieved,
**Stream classifications can be identified using the Division's NC Surface Writer Classifications web::
• tf noncompliance with 021„0305Jihor (g), see Section X of this application
Does 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 meet
,""? No variance is required. if the alternative design criteria specified is utilized in design and constrnetion
As built documents should reference the location of areas effected
NJYes E] No
3. Does the project comply vitith all setbacks found in the river basin rules per ISA NCAC 02B .0200? [33 Yes
• This would include Trout Buffered Streams per 15A NCAc,2113,0202
4, Does the project, comply with an individual 404 Permit or any 401 Certifications"? Yes El No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact Wet la nd s or surface waters
Information can be obtained from the 401 & Buffer PermittingBranch
5, Does project comply with 15A NCAC 02TOltb(ck()) (additional permits/certifications)? Yes LJ No
Per 15A NCAC 02T,0105(c)(6), 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, stormwater management plans, etc).
6, Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 0210402,, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambank.s that is subject to erosion that undermines or deteriorates the sewer,
El Yes No
• If yes, include an attachment wtth dctails :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 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. C:l 1t:TI FlC'&TFONS:
1. Does the submitted system comply with 1tii1:, NCAC_,QIp, the Iv)isittn
aftcJr t Mains, (latest rretsion),, and the Grayjty.”Sewcr linimut i
Yes 0 No
If No, complete and submit the Variance/Alternative Design F
review. Approval of the requestis required prior to subnii
Professional Engineer's Certification:
Jeremy S,. Icard, PE
Profssional Engineer's nanre f°roan Applictio
the Perri i t tt f pump Stations,
ttatl ass a.pplicable'I
et application (VADC. 10-14) and supporting documents for
of theFast Track Application and supporting documents,
a
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. 1 further attest that tct 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 '"rack 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 143-2.15,6A and 143-215,613', any person who knowingly makes any fake
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina 'Professional Engineer's seal, signature, and date:
Applica.nt's Certification per 15A NCAC t32°I" .01.O6(b):
ignature Authority's name title from Applicat
30 Sep 2016
attest that this application for
has been reviewed by me and is accurate and complete to the hest of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incornp'leten I 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"Resources should a condition
of this permit be violated. I 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 be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215, A and 14 C 5.6B, 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 $ 10,000 as well as civil penalties up to $25,000 per violation,
Signature:
FOR : FTA 04-16
5 of 5

CHARLOTTE
WTER
June 13, 2016
Mr. Chris Waldt
LandDesign
223 N Graham St
Charlotte, NC 28082
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 38,250 gallons per day (275
apartment units x 135 gpolunit; 100 person pool x 10 gpd/person; 5 person office x 25 gpd/person) from
this project for transmission to the McAlpine Creek Wastewater Treatment Plant; NPDES permit number
NC0024970, for treatment. This acceptance of flow is based 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 permits are not obtained and construction has not started within one (1) year of
issuance of this flow acceptance study, and payment for any service connection(s) has not been received
within (1) year of issuance of this flow acceptance letter, this approval shall be rescinded and a new flow
acceptance study must be made. If you have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 charlottewater.org
Operated by the City of Charlotte

B ?l3Slan of V4kit T Ri�sE3t7rce°s
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: LandDesign, 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 wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: McAlpine Creek, Irwin Creek, Sugar Creek 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
10.647
70 670
0.0382
81.318
82.10
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***
Re verdam _ 2.7 1.08 0.215 0.129 0._344 0.735
* 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 I of b
FTSE 08-I3

III. Certification Statement:
I earl 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 planning assessment addendums for which I am the responsible party.
Signature of tic form indicates acceptance of this wastewater flow.
Signing Off
ce gnature
Page 2 of 6
140
Date
FTSE 08-13

1015388 SO IS BEREWICK
MULTI -FAMILY
1015388
Fast Track Sewer Application
4/28/2017
00048
For your use Courier
Land Design guppalfIanddesign.com
Love
610E Center Ave #301 NCDENR -
Room # 3323 Mooresville Regional barry,[e-mail]
Mooresville NC 28115 Office
United States
Gurveer Uppal
Barry,
Enclosed is the fast track sewer modification application for the Solis
Berewick project. Please email me if you have any questions or require
additional information.
Gurveer Uppa, El
Designer Charlotte
DO Da
nciDesig.nipc
1 5117/2016 NCDEQ Fast Track Sewer Modification Applicationl.pdf
NCDEQ Fast Track Sewer Application

September 29, 20 i 6
ENGINI' R'S REPORT
w zzt,.
Solis Berewick
LDI Project No. 1015388
SEWER SYSTEM APPLICANT:
Terwilliger Pappas Multi-Farni➢y 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 pennitted sewer line WQ003848f1 to address changes to the permit
description and flow allocation:, An additional 5 apartment units an amenzt cettter, and ,leasing office
yq
have been added to the planned program. The resulting flow has inttas.ed.ly.h1S.00 'and the total flow
is now 38,250 g=pyd. The site consists of approximately 13.3 acres. The property is zoned CC LEWPA and.
w llwill consist of 4 apartment buildings with a total of 275 apartments 'We are,,proposing to installµ
augely 1 6 1 1f of 8 pvc will make up the private system. Flo
a toxir�� �� � � _wp"`Flows from the site will be sent to the
McAlpine Creek. Wastewater Treatment Plant (NPDES permit number NC0024970),
WATER SYSTEM IMPROVEMENTS
The proposed demand for this site will be approximately 38,250 gallons per day. The demand is based on
amenity center based on 100 people at 1Qg Ikn&p u_
275 apartment units at 135 gallons per day/unit, ana
da ersan and an office based on 5 people at 25 gallons..per..day per person. New mains are expected
to have a minimum 50-year service l%fe, The system will be constructed by the Developer per Charlotte -
Water standards and specifications and services will be billed by the City ofCharlotte in accordance with
their standard rate schedule..
.infbrmati
Charlotte
on the existing City system operation 1. procedures and capabilities are contained in the
ecklenburg Water System Management Plan (WSMP #05-01702 & PWS ll') #016001.0).

Permit Number WQ0038480
Central Files: APS _ SWP
5/10/2017
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 1.10 Individual
Primary Reviewer Permit Contact Affiliation
barry.love
Coastal SWRuIe
Permitted Flow
36,250
Facility
Facility Name MajorlMinor Region
Solis Berewick Minor Mooresville
Location Address County
Mecklenburg
Facility Contact Affiliation
Owner
Owner Name
Terwilliger Pappas Multi -Family Partners
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Jeffrey B. Smith
4777 Sharon Rd
Charlotte
NC 28210
Orig issue
5/26/2016
App Received Draft Initiated
5/1/2017
Scheduled
Issuance
Public Notice Issue Effective Expiration
5/10/2017 5/10/2017
Regulated Activities Requested /Received Events
Apartment complex
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamindex Number Current Class Subbasin