WQ0040242_Regional Office Historical File Pre 2018

1
Water Resources
Environmental Quality
August 27, 2018
Ms. Karen Batten-Balas, Senior Vice -President
Charlotte -Mecklenburg Housing Partnership
4601 Charlotte Park Drive, Suite 350
Charlotte, NC 28217
Subject:
Dear Ms. Batten-Balas:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Interim Director
Permit No. WQ0040242
Charlotte -Mecklenburg Housing Partnership
Freedom Drive
Wastewater Collection System Extension Permit
Mecklenburg County
In accordance with your application received.August 17, 2018, we are forwarding herewith Permit No.
WQ0040242 dated August 27, 2018, to Charlotte -Mecklenburg Housing Partnership (Permittee) for the
construction and operation upon certification of the subject wastewater collection system extension. This
permit shall be effective from the date of issuance until rescinded, and shall be subject to the conditions
and limitations as specified therein. This cover letter shall be considered a part of this permit and is
therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4:
Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be the responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or,limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 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.
'`clothing Compares
State of North Carolina I Environmental Quality 1 Water Resources I Water Quality Regional Operations
Mooresville Regional Office 1610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
704-663-1699

If you need additional information concerning this matter, please contact Barry Love at [phone]
or via e-mail at barry,[e-mail].
Sincerely,
DocuSigned by:
Al4CC681AF27425.,
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
cc: Frank McMahan, P.E. (e-copy)
Charlotte Water (e-copy)
Tommy Rowland (e-copy)
Regional Office Files
Water Resources Central Files
PERCS (e-copy)
2

IC
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
Charlotte -Mecklenburg Housing Partnership
Mecklenburg County
for the construction and operation of approximately 955 linear feet of 8-inch gravity sewer to serve 185
apartments and a 10 employee office as part of the Freedom Drive project, and the discharge of 25,225
gallons per day of collected domestic wastewater into the Charlotte Water existing sewerage system,
pursuant to the application received August 17, 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.
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:
A14CC681A127428...
by W. Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0040242
Permit Issued: August 27, 2018

SUPPLEMENT TO PERMIT COVER SHEET
Charlotte -Mecklenburg Housing Partnership 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 Irwin Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024945,
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 Perrnittee'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, 25,225 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 Charlotte -Mecklenburg Housing
Partnership and Charlotte Water for the collection and final treatment of wastewater is in full force
and effect. [15A NCAC 02T.0304(h)1
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]
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. 11.5A NCAC 02T .01101
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.
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 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
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
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 550 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
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
6

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
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)]
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. [G.S. 143-
2'15.1(b)]

.4
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
Charlotte -Mecklenburg Housing Partnership
WQ0040242
Freedom Drive
August 27, 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
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (n periodically, ❑ weekly, I 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 [7 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
�ln,f 443 1400

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
1,5A NCAC 02T.O300— FAST TRACK SEV ER SYSTEM EXTENSION APPLICATION
F rA 04-16 & SUPPORTING DOCUMENTATION
A0•
0
n
All items metes: b
0
APPLICANT INFORMATION:
I . Applicant's name: Charlotte Mecklenburg Hpus rl
2, Applicant typed D Individual t"r rp;aration
LI Federal
State/County
3. Signature authority's name: Karen Batten-Flulas per
'Title. Senior Vice President
4, Applicant's ,mailing address: 4601 Charlotte Park,' Ilia
City: Charlotte, State: NC Zip: 28217-m_
5. Applicant's contact information:
Phone number: [phone] L¢rsail Address: KF3atten- ,
IL PROJECT INFORMATION!
1. Project name: Freedom Drive
2. Application/Project status:
Proposed (New. Permit)
re campke¢ed her C)
q)Tteartun
be retttrtaed
mparty, trtunicil)alrty; 1IOA, utilityk, etc.)
ral Partnership © Priv°atc1y-Owned Public Llti
cipal Other
Ct[OCaTI
ChIIIP.org,
Existing Permit/Project
Ifa modification. provide the exxisting permit number: WQOO and issued date: — _ If new construction but part of a master plan, provide the existing permit number'. WQOO
3. County where project is located: NtecLlegtburr
4, Approximate Coordinates (Decimal Degrees): Latitude: 35,236 °`" Longitude:
Parcel ID it(if applicable): 06710.31„5, 06710316, P6710320, 06710317, 06710313
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Frank NIchdahan license Nurrrber: 037773
Firm: Land Design Inc..
Mailing address: 223 N C:rrahanr St,
City: Charlotte State: NC; Zip: 2,8202-_ .._
Phone number: (704) 33, -0325 Email Address: fine rrrtwjtnr3,r landdesign,comm
ASi EWATER TREATMENT FAC:'I[ ITY (WWTF) 1NFOR.MATION:
1, 'Facility Name: 'McAlpine Creek. in Creek, Sugar Creek Permit Number: NC)
Owner Name: Charlotte Water
RECEIVING DOWNSTREAM SEWER INFORMAI ION (if different than W'WTF)
I . Permit Number(s): WQ Downstream (Receiving) Sewer Size:..,.,.,.,—_ inch
System Vide Collection System Permit Nurnber(s) (if applicable): WQCS_
Owner Nanre(s): —„
002.4945 NC002493 7
FORM: FTA Cl4-l6
Page 1 of 5

VI, GENERAL REQUIREMENTS
If Applicant is a Privately -Owned Public Utility, has a Certificate of :Public Convenience and Necessity been attached?
0 Yes ,NIA
2. If the Applicant is a ;Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEA° been attached?
El Yes LIND ENIA
1 It the Applicant s all9J11.0?roPeft WilgESIA5S0!;*igq.JNISA11DIMAtiP NiLA gr (7';TOVIL-04.11,k Nt„HQ'N„) been attac .d?
0 Yes 0N0 ZN1A
4. Origin of wastewater: (check all that ,apply):
Residential Owned
0 Residential Leased
n School / preschool/day care
n Food and drink. facilities
LI Businesses offices / factories
Li Retail (stores, centers, malls)
0 Retail with food preparation/service
n Medical / dental veterinary facilities
0 Church
0 Nursing Horne
5, Nature of wastewater Domestic/Commercial
Commercial
0 Car Wash.
0 Hotel andlor Motels
0 Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
0 Other (Explain in Attachment)
%Industr iai (SeeJ5A NEACQZIE .01Q312111)
)'Is there a Pretreatment Program in effect? Yes n No
6.. Has a flow reduction been approved under ISA NG,AC 02T ,0 14(tY? 0 Yes
); If ves, provide a copy of 'nowt -eduction approval letter
7, Summarize wastewater generated by project
Establishment Type (see arm 1 4LQ)
Apartments
Leasing Office
.Daily Design Flow
No
No, of Units
Flow
1,35 gal/day
25 gal/day
gal/
gal/
gall
185 24,975 CPU
10
250 (]PI)
-H
CPU
GPD
GPD
GPL)
Total
25,225 CPU
a See 1,5./N \VAC 02T tij f1bit�JkLIJ and Le feqj for caveats to wastewater design flow rates (i.e., mini MU in flow per
.dwelling; proposed unknown non-residential development uses; public access 'facilities located near high publicuse areas;
and residential property located south or east of the Atlantic. Intracoastal Waterway to be used as vacation rentals as defined
jn .c1.1 42:,\ .74).
b Per 15A. NCAC, 021' mi. 4(c), design flow rates for .establishments not identified [in table j,,54,N, NC,A.C„Pattl Ill shall he
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.,
8. Wastewater generated by project. 25,225 GPD (per 15.A NCAC 02T „)114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
0 Pump Station or Gravity Sewer where flow will be permitted in subsequent o this Une
0 Flow has already been allocated in Perrnit Nu her:
0 Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain):
FORM: .FTA 04-16
Page 2 of 5

GRAVITY SEWER DESIGN CRERIA (IfApp'Iic.able) - 02T,
, Summarize gravity sewer to be permitted„
Y Section
• Section 1t1 cyan
• Oversizing lin
ID
a form mu.
Pert
Length (feet)
Ling ofGravity Sewers contains information related to design criteria
nimum ,slopes for gravity sewer(s)
in slope requirement is not allowed and a violatinn of the MDC
1'UMP STATION DESIGN CRITERIA (If Applicable) — U2T .0305 & '11DC" (Pump Stations/Force 1
COMPLETE .FOR EACH PUMP STATION INCLUDED .iN THIS PROJECT
1, Punip station number or name:
Approx'itnate Coordinates (Decimal Degrees): de: _m.
3, Design flow of the pump station: millions gallons per day ifif
4. Operational poin(s) of the pump(s): _ gallons per minute at
5, Summarize the force tnain to be permitted (for this Pump Station):
d. Power reliability itt accordance
© Standby power source or pump with automatic activation and telemetry - 1 SA NC.AC 02T .0305(h)
Longitudee: -
dynamie head ("l`DH)
(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 - I5A NCAC 02T
.0305(h)(1)(C)
el r
El Portable pumping unit with plugged emergency pump connection and ielemet l - 15A NCAC 02T ,03 05(h)(E)(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.
S Ifthe portable power source or pump is dedicated to multiple pump stations, an, eva
capacities and the rotation schedule of the portable power source or pump, including travel timefran°tes, shall be provided
in the case ofa multiple station power outage,.
ump stations' storage
F Rla : I"T=A t14-16 Page 3 of 5

S1i:°F13ACKS & SEPARATIONS,— (0213 . 2t1•fi & 15A 1' CAC' 02T .0305
1. goes rise project comply with all separations found in f C,
NCAC 02T0305Sf) con
ations that shall be_providcd
Setback Pw arneter*
torm sewers trod other utilities nett listed below (verticai;i
dater tttaiaas (vertical -water over sev or including in benched trenches)
k ater mains (horiLonta0
eelaistaed tva.ter lines fa ert:acal - reclaimed over sevvet)
eciaited water lines (horizontal - reclaimed over sewer e e
**An y«° private or public water supply source, including any wells, WS-1 waters of Class 1 or
Cass 11 impounded reservoirs used as a ,source of drrnkinjwater
* r aters classified WS (except WS-1 or WS-V), L3, SA, ORW, HOW, or S13 from normal
_. (elevation) s see item 1X.2)
lstb wets„r° (or tide and wetlands fsee _--
**Any other stream, lake, impoundment, or ground wa er iower°ing and surface drainage
ditches
_Any bui&ding fasirndation
,Any basement
Tosire e of entb ankment or° cuts of 2 f°e.e
Drainae sterrts and interceptor drains
Any swintrtsin , pools
nal earth grade (vertical)
C 0 0 05(t) contains alternatives where separations i
ifications can be identified using, the Division's y(
]f°noncompliance with 02 f 0, 0,5(1Tj or fey}, see Section X of this app
ation
otbeach
atiC to Regpit°ed
24 ittc.he ,
36 inches
Does the project comply with separation t°egtair'ernents foids? (50 feet of separation)
See the Division's draft separation requirements for situaaiorts svher•e separation cannot he meet
No variance is required if tI e alternative design criteria spec:ifiied is tttilired in design and construction
As built documents should reference' the 'location of areas
Does the protect comply with t
r This would include 'Trout '
tbacks found in the t°iree
red Streams per) SA
Does the project compfy� with an stet
L Wetland -re iatecl permits shall b
basin ruses per
404 Perrtait or any 40'1 Ce.rtificat
ted, obtained, and adhered to for projects that intpat-
Information can be obtained front the 4.01
S. Does project comply with 15 1 NCAC cr-n_
Per 15A N(
been applied 'for, o
sedimentation conrro
ifsj6], directly related ens°
seen obtained, Issuance of
ii eater nianag,ernen'
6. Does dais project include any sewer coil
dition.al permitsr'certafAicattron
Yes l i No
Yes
anrnental permits or certification applicatior s are being prepared, have
his permit is contingent an issuance of dependent permits (erosion and
s that are decreed "high -priori
Per 1 a Nf' C d)J,JT 0402, "high -priority setter"' means "any at
positioned parallel to streambanks that is su'bjea:-t to erosion that
wer, sewer contacting sur
derrnines or deteriorates the sewer,
Yes No
If yes, include an attachment a with details fi each ')site, i�nclt�tding type (aerial line,
lligh priority litres shall be inspected by' the pe
documented per 15A NCAC 02T.0403(a.1(5) or the permitee's ind'ividu al System -Wide Collection permits
FORT 1. TTA 04-16
a
siphon, or sewer
, and location).
ive at least one every,six-months and inspections
Page 4 of 5

X. CERTIFICATIONS:
1.. Does the submitted system comply with I5A NC,A 02.11, the 'Minimum Design Criteria li.)r the Permittina of Ponap_Stations
and Force Nlaina toLc s.t versloal and the Gravity Sewer Minimum De,sign,Criteria (latest veasion) as applicable?
El Yes E] No
If No, complete and submit the Varianeel,Alternative Design Request application CVADC. 10-1.4) and supporting documents for
review, Approval of the request is re aired prior to submittal of the East Track Application and supporting documents
Profesiona1 1 nineers Certitica
_
Profess!onal flnaineer's name from Application Item 111,1.)
atlest that this :application for
has been reviewed by me and is accurate, complete and consistent with the infonnation supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge, 1 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 Purnp 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 I have reviewed this material and
have jtidged it to be consistent with the proposed design,
NOTE -- In accordance with General Statutes 143-2 I 5.6A and 143-215.6B, any person who
statement, representation, or certification in any application package shall be guilty of a Class
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation,
0,4 WA
North Carolina Professional Engineer's seal, signature, and date:
S. App 12T 06(b):
knowingly makes any false
2 misdemeanor, which may
cr
attestthat application for
has been reviewer by me and is 1tcurat1iid cornpletc 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. 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, andfor criminal prosecution, I will make no claim against the Division of Water Resources should a condition
of•this permit be violated, 1 also understand that it 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 1ir4r3745OA and 14:;-215„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,
Date:
FORM: FTA. 04-1.6
Page .5 of 5

CHARLOTTE
TER
September 21, 2017
Mr, Frank McMahan
LandDesign, Inc.
223 N Graham St
Charlotte, NC 28208
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
FREEDOM DRIVE
2615 FREEDOM DRIVE, CHARLOTTE NC
CLTWATER TRACKING# 20171237
After an analysis of the sanitary sewer associated with the proposed design of project Freedom
Drive, it was determined that there is sufficient capacity to accommodate the proposed sewer flow of
25,225 gallons per day (185 apartment units x 135 gpdiunit; 10 employees x 25 gpd/employee) at
the connection point(s) indicated on the submitted utility plan for transmission to the Irwin Creek
Wastewater Treatment Plant; NPDES permit number NC0024945, for treatment. This acceptance of
flow is based on the existing capacity of the designated publicly owned treatment works. Please see
the attached 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 NCDEQ.
However, CLTWater cannot guarantee a constant pressure or quality of flow
CLTWater does not expect any of the above conditions to preclude water or sewer service to the
subject site. However, the applicant should understand that 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 s
acce ted on a first come first served basis.
The applicant should understand that this letter is not authorization to construct private water and
sewer systems, as the appropriate local or State permits are required prior to construction, If the
aqpro�r1ate authorization to construct permit. are not obtained and construction has not started
within one (I) year of issuance of this flow acceptance letter; and payment for any service
connection(s) has not been received within (1) year of issuance of this flow acceptance letter, this
flow acceptance approval shall be rescinded and a new flow acceptance study must be made, If you
have any questions, you may contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd.,Charlotte, NC 28216 chailottewater.org:
operated by the City of Charlotte.

Division of Water ftesonrres.
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.
ProjectName for which flow is being requested: Freedom Drive
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
b. WWTPFacilityPermit#: NC0024970, NC0024945, NC0024937
Al! flows are in MGD
c. WWTP facility's permitted flow 99.000
d. Estimated obligated flow not yet tributary to the WWTP 12.670
e. WWTP facility's actual avg. flow 64.375
f. Total flow for this specific request 0.025
g. Total actual and obligated flows to the facility 77.070
h. Percent of permitted flow used 77. 9%
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***
* 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.
Downstream Facility Name (Sewer): '(Former) Cnrisman Street (1962 )
Downstream Permit Number: Unknown
Page 1 of 2
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 pla►ning assessment addendums for which I am the responsible party.
Signature of this foi , indicates acceptance of this wastewater flow.
i 29 /7
0!
Signing Official Si_ nature ate
Page 2 of 2
FTSE 04-16

Polaris 3G Map - Mecklenburg County, North Carolina
Freedom Drive
This snap or prort is prepared for the irrverrtory axf ray
users of this map or report are hereby notified that th
respoesibdity for e information contained herein,
thin ks[ecV len"ourg County and i compiled fro
finned public primary information sources shoo
Date Printed:: 812/2018 919:07 AM
recorded deeds, plat tax maps rvey planimt nc maps, and other publac records and date.
d be consulted or verification, Mecictenburg County and its mapping contractors assume no legal

August. 14, 2018
ENGIN'ER'S REPORT
eedorn Drive
LL Project No. 10172O14
SEWER SYSTEM APP 7ANT:
Charlotte -Mecklenburg housing Partnership
4601 Charlotte Park Drive, Suite 350
Charlotte, NC 28217
DE VPER:
Charlotte -Mecklenburg Housing Partner
4601 Charlotte Park. Drive. Suite 350
Charlotte, NC 28217
DESCRIPTION:
The site consists ol` approximately 12,51 arcrc s, The property is zoned B-2 and w°i.11
.partment units with a leazsin office. We are proposing to install.
834,66 If of 8" PVC sewer tnairt aand I2f1 if of 8" DIP sewer main enr-
.1 make up the private system. Flows frttn the prcect will he sent to the
McAlpine Creek, Irwin Creek, and Su ar Creek. Wastewa.te.r I`reatrnent Plants
(NPDES permit numbers NC0024970, NC0024945, NC00249371
SEWER SYSTEM LMPRoVEMEN7;'S:
The proposed demand for this sate will be approximately 25725 galls its per day. The
demand is based on 135 apartment units at 135 gallons per day/unit and a leasing
office with 10 employees at 25 gallday. New mains are expected to have a minimum
50-year service life. The system will he constructed by the Developer per Charlotte
Water Standards and Specifications and services will be billed by the City of
Charlotte in accordance with their standard rate schedule.
H:\ENG AOMIN\NIKKI PRINT,1O172c4 ENGINEERS REPORT SEWER.00C LAN
r
N, INC.