WQ0039443_Regional Office Historical File Pre 2018

Water Resources
Environmental Quality
August 23, 2017
Mr. Keith L. Cummings, Trustee
RRPIV Noda SAG JV LLC
1930 Camden Road, Suite 130
Charlotte, NC 28203
OY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN "
Director
Subject: Permit No. WQ0039443
RRPIV Noda SAG JV LLC
NoDa at 27th
Wastewater Collection System Extension Permit
Mecklenburg County
Dear Mr. Cummings:
In accordance with your application received August 22, 2017, we are forwarding herewith Permit No.
WQ0039443 dated August 23, 2017, to RRPIV Noda SAG JV LLC (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effective from the date of issuance until rescinded and shall be subject to the conditions and limitations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 1508 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.shaIl be final and binding.
Notfaing Cornpares .�...
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 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: Robert Keidel, 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
RRPIV Noda SAG JV LLC
Mecklenburg County
for the construction and operation of approximately 506 linear feet of 8-inch gravity sewer, to serve the
NoDa at 27th project, and the discharge of 34,725 gallons per day of collected domestic wastewater into
the Charlotte Water existing sewerage system, pursuant.to the application received August 22, 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 shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
by W. Corey Basiner, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office
Division of Water Resources, NCDEQ
Permit Number: . WQ0039443
Permit Issued: August 23, 2017

SUPPLEMENT TO PERMIT COVER SHEET
RRPIV Noda SAG JV LLC 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 Sugar Creek
Wastewater Treatment Plant in accordance with Permit Number NC0024937.
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.
I. SPECIAL. CONDITIONS
1. No flow in excess of the quantity permitted herein, 34,725 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 02T.0304(b))
2, This permit shall become voidable unless the agreement between RRPIV Noda SAG JV LLC 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 Per tee, a formal permit request shall be
submitted to the Division accompanied by documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request shall be considered on its
merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-2.15.1(d3)]
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 .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 notrequired, 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.
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

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 SS© and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial
verbal report. Overflows and spills occurring outside normal business hours may also be reported to
the Division of Emergency Management at telephone number [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. Part II of Form CS-SSO (or the most current Division approved
form) can also be completed to show that the SSO was beyond control. [G.S. 143-215.1C(a1)]
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 N CAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
One copy of the project construction record drawings (plan & profile views of sewer lines & force
mains) of the wastewater collection system extension. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
6

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)]
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
PERM ITTEE:
PERMIT #:
PROJECT:
ISSUE DATE:
RRPIV Noda SAG JV LLC
WQ0039443
NoDa at 27th
August 23, 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, n 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 I Environmental Quality 1 Water Resources I Water Quality Regional Operations
Mooresville Regional Office' 610 East Center Avenue, Suite 301 I Mooresville, North Carolina 28115

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .000 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
ted by DWR)
All items ntust be completed or the application will be returned
APPLICANT INFORMATION:
1. Applicant's name: RRPIV NODA SAG .IV LLC (company, municipality, I-10A, utility, etc.)
2. Applicant type: ❑ Individual Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
Signature authority's name: Keith L. Cummings per ISA NCAC 02T .0106J )
Title: Trustee
4. Applicant's mailing address: 1930 Camden Road, Suite 130 . P
City: Charlotte State: NC Zip: 28203-
5. Applicant's contact information:
Phone number: [phone] Email Address: kgellerCi )ramrealestate.com
PROJECT INFORMATION:
1. Project name: NoDa at 27th
2. Application/Project status:
Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Mecklenburg
4. Approximate Coordinates (Decimal Degrees): Latitude: 35,240012° Longitude:-80.813244'
5. Parcel ID (if applicable): 08305501
(or Parcel ID to closest downstream sewer)
I11. CONSULTANT INFORMATION:
1. Professional Engineer: Robert Keidel License Number; NC 37425
Firm: LandDesign Inc.
Mailing address: 223 N. Graham Street
City: Charlotte State: NC Zip: 28202-
Phone number: [phone] Email Address: rkeidelglanddesign.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Sugar Creek WWTP Permit Number: NC0024937
Owner Name: Charlotte Water
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
L. Permit Num.ber(s): WQ Downstream (Receiving) Sewer Size: 12 inch
System Wide Collection System Permit Numbers) (if applicable): WQCS
Owner Name(s): Charlotte Water
FORM: FTA 04-16 Page 1 of 5

V1.
GENERAL REt I.dIR MEi TS
If the Applicant is 7wned Public. Utility, has a f`e.rtifi ate of Public Convenience and Necessit') been attached?
© Yes ❑t
Iftlte Applicant is a Developer of lots to be sold, has a Developer's Opetional\gieenieffl WORM: DEaV been attached?
❑ Yes
if the Applicant is a F)orne/PropertvmmOwners' Association
❑ Yes
N/A
No NIA
Operationai
4, Origin of wastewater: (check all that apply):
❑ Residential Owned Retail. (stores, centers, malls)
Residential Leased ❑ Retail with food preparation/service
❑ School/ preschool >' day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses r' offices; factories ❑ Nursing Home
Nature of wastewater : 100 % Domestic/Commercial
Commercial
% Industrial (See 15A NCAC 02T sC103(101)
1s there a Pretreatment Program in effect?
6. Has a tlow reduction been approved under 15A NCAC 02T0Ij4(J)? ❑ "Yes
If e , towtde a euRy of flow redo ton approval letter
7. Summarize wastewater generated by
Establishment Type (see+t
4(" ) Daily Design Flow ,b
CYRM HOAJ„ hcen attached?
j Car Wash
❑ [Hotel andlor Motels
El Swimming Pool Clubhouse
© Swimming Pool Backwash
El Other (Explain in Attachment)
No
No. of Units
Flow
Residential/` .Apartment
Retail
135 gal/unit
33,750 GPD
130 gal/ 1 000 sf 7500
975 GP[)
p
iPD
gall
gal/
GPl)
GPD
Total
34,725 GPD
a See l5A NCAC 02T x0114(b),. (dj ,,JL1) and (e)(2„j for caveats to wastewater design flow rates (i,e., minimum tlow per
dwelling, proposed unknown non-residential development uses. public access facilities located near high public use areas;
and resideutial property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals ns defined
in G,S,..42A 4),
b Per I5A N('AC 02T ,0114(c), design flow rates for establishments not identified [in table LSA .NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 34,725 GPD (per 1.5A NCAC 0271 .0114)
Do not include future flows or previously permitted allocations
ll"permitted flow is zero, indicate why:
Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this Lime
Flow has already been allocated in Permit Number:
© 'Reha.bilitation or replacement of existing sewer with no new flow expected
Other (Explain):
A 04-16
Page 2 of 5

VIE GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305
1 Summarize gravity sewer to be permitted:
rarity Sewers)
Section II & 111 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
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 1.5A CAC 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:
0 Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
LI Portable pumping unit with plugged emergency pump connection and telemetry - 15A 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 stationsstorage
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

SETBACKS & SETA R EIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
I . Does the project comply with all separations found in I SA NCAC 02T .0305.th &Igl No
C 02T.0305(1) contains minimum
Storm sewers and other utiliti
senarations that shall he provided for sewer s
Setback Parameter*
fisted below (vertical)
Water mains (vertical -water over sewer inc]uding in henched trenches)
Water mains (horizontal)
Reclaimed water lines (vertical - reclaimed over sewer)
Reclaimed water lines (horizontal - rectal.'
d over s
erl
**Any private or public water supply source, including any w
glass 11 impounded reservoirs used as a source of drinking orate
of Class 1 or
Waters classified WS (except WS-1 or WS-V), 13, SA, ORW, HQW, or S13 from normal
high water (or tide elevation) and wetlands (see item IX.2)
**Any other stream, lake, impoundment, or ground water low and surface drainage
ditches
Any building foundation
Any basement
Top slope of embankment or cuts of 2 feet or more vertical height
Drainage systems and interceptor drains
Any swimming pools
de. fvertic
Separation Required
24 inches
10 feet
2 feet
100 fee
50 feet
1.0 feet
5 feet
10 feet
10 feet
5 feet
10feet
36 inches
15A NCAC 02T,0305() contains alternatives where separations in 02T.0305 cannot be achieved.
**Stream classifications can be identified using the Division's NC Surfac %). r Classifcationswebp ge
.� if noncompliance with 02T,0305(f or ' see Section .X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ©Yes ® No h N/A
✓ 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
Does the project comply with setbacks found in the river basin rules per SSA NC 200? El Yes ❑ No
• This would include Trout Buffered Streams per I.5.A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications?
• Information can be obtained from the 401 && Buffer Peerrmittin Branch
0 Yes ►4�"i No
Does project comply with 15A NCAC 02'.0I05(c)(6) (additional pemiitslcertiftcations)? Yes LJ No
Per 15A NCAC 02T.0105jc)(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 I5A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
LJ Yes El No 1 N/A
➢ If yes, include an attachment with details for each lin
uding type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least. ottce every six -months and inspections
documented per 1SA NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with I5A. NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations.
and Force Mains (latest version). and the Gravity Sewer Minknum Design Criteria (latest version as applicable?
Yes Ej No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review, Approval of the request is required prior to submittal of the Fast Track Application and supporting documents,
Professional Engineer's Certification:
1o_e_ert7 K€iP1L Engineer's name ApplicationItem [ILI.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans. specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of 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 judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
,,,\N‘ CAR ri 0./
• tSSIO*4
SEAL 17_:
• 0_
— 37425
1, Keith L. Cuminings, Trustee of Ram Realty IV REIT, the .managiriR member of Applicant attest that this application for
(Signature Authority's name & title from Application Item LI)
has been reviewed by me and is accurate and complete to the best 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 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, and/or 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 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..6A and 143-215,6B„ 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 04-16 Page 5 of 5

CHARLOTTE
W TER
August 15, 2017
Mr. Robert Keidel
LandDesign, Inc.
223 N Graham St
Charlotte, NC 28202
SUBJECT: WATER AND SEWER FLOW ACCEPTANCE
NODA AT 27TH STREET
2300 N DAVIDSON STREET, CHARLOTTE NC
CLTWATER TRACKING# 2017831
After an analysis of the sanitary sewer system associated with the proposed design of project NoDa
at 27th Street, it was determined that there is sufficient capacity to accommodate the proposed sewer
flow of 34,725 gallons per day (250 apartment units x 135 god/unit; 7500 ft2 retail space x 130
gpd/1,000 ftz) at the connection point(s) indicated on the submitted utility plan for transmission to the
Sugar Creek Wastewater Treatment Plant; NPDES permit number NC0024937, for treatment. This
acceptance of flow is based on the existing capacity of the designated publicly owned treatments
works. Please see attached NC DEQ flow tracking 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 NC DEQ. 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 system is
accepted on a first come, first served basis.
The applicant should understand that this letter is not authorization to construct or extend 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 capacity assurance review and payment for any
service connection(s) has not been received within (1) year of issuance of this capacity assurance
review, this capacity assurance approval shall be rescinded and a new capacity assurance review
must be made. If you have any questions, please do not hesitate to contact me at [phone].
Sincerely,
Barbara Gross
Engineering Assistant
Charlotte Water 5100 Brookshire Blvd, Charlotte, NC 28216 chariottevvater,org
ed by the City of Charlotte

i ivis[on. tea Vii.R.4. ?:.%.,sot xw' t
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: NoDa at 27th Street
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. WWTP Facility Permit #:
NC0024970, NC0024945, NC0024937
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
99.0
11.867
64.37
0.034
76.27
77.1%
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): 28 RO Mixed Use Development; N Davidson St (1957)
Downstream Permit Number:
407-670; 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 planning assessment addendums for which I am the responsible party.
Signature of this fprm indicates acceptance of this wastewater flow.
0/(507
atu i Date
Signing Official � gn
Page 2 of 2
FTSE 04-16

1/2017, Corporations Division
Elaine E Mars al
Secretary
Click Here To:
North Carolina.
DEPARTMENT OF THE
ECRETARY OF TATE
Piz Box 29E22 Raleigh,NC 27625-0622 l91
View Document Filings Pale an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: RRPIV Noda SAG JV LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addre
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
1484324
Current -Active
Current
Foreign
12/3/2015
January
DE
Ram Realty Services LLC
1930 Camden Road, Suite 130
Charlotte, NC 28203
1930 Camden Road, Suite 130
Charlotte, NC 28203
4801 PGA Boulevard
Palm Beach Gardens, FL 33418
4801 PGA Boulevard
Palm Beach Gardens, FL 33418
Company Officials
All LLCs are managed by their managers pursuant to N,C.G.S. 57D-3-20,
Manager: Ram Realty IV REIT
4801 PGA Boulevard
Palm Beach Gardens FL 33418
400
Account
Login
Create
Site
Account
helps:/lwww sosnc,gov/Search/profcorp111906196
1/1

State of North Carolina
Department of the Secretary of State
SOSID: 1484324
Date Filed: 12/3/2015 12:47:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2015 337 00340
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57D-7-03 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
I. The name of the limited liability company is RRPIV NODA SAG JV LLC
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is Delaware
3. Principal office information: (Select either a or b.)
a. ® The limited liability company has a principal office,
The principal office telephone number: 561-630-6110
The street address and county of the principal office of the limited liability company is:
Number and Street: 4801 PGA Boulevard
City: Palm Beach Gardens State _FL Zip cote: 33418 County: Palm Beach
The mailing address, If different Pram the street address. of the principal office of the corporation is:
Number and Street:
City: State: Zip Code: County: 4'
b. ❑ The limited liability company does not have a principal office.
4. The name of the registered agent in the State of North Carolina is: Ram Realty Services LLC
5. The street address and county of the registered agent's office in the State of North Carolina is:
Number and str t.1930 Camden Road, Suite 130
City: Charlotte State: NC Zip Code: 28203 County: Mecklenburg
6. The North Carolina mailing address, if different from the street address, of the registered agent's office in the State ofNorth
Carolina is:
Number and Strut:
City: State: NC Zip Code: County:
CORPORATIONS DIVISION P.O. BOX 29622 RALEIGII,NC 27626-0622
(Revised January 2014) (Form L-09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
7. The navies, titles, and usual business addresses of the current company officials of the limited liability company are:
(use attachment if necessary)
Name grid Title Bus'lrtess Address
Ram Realty IV REIT, Manager 4801 PGA Blvd., Palm Beach Gardens, FL 33418
8. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation. 1 e Certifieat of Existence must be
less than six months old. A photocopy of the ceri1f erstion (r u n$$. be accepted.
9. If the limited liability company is required to use a fic itious name in order to transact business in this State, a copy of the resolution
of its managers adopting the fictitious name is attach
Privacy Redaction
10. (Optional): Please provide a business e-mail address:
The Secretary of State's Office will e-mail the business nuwkuuuc iiIy hi u+e uuUI p1.3vw4Tu u.xfvc au nu way hen a document
is filed. The e-mail provided will not be viewable on the website. For more information on why this service is offered, please
see the instructions for this document,
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
This the w,_ dity of
._._ 20
RRPIV NODA SAG JV LLC
IV me af r,+miied Llabitiy Company
Sign-ctre of Company olicial
Ram Realty 1V RE1T, Manager
Type or Print Name and Title
Sy: Karen D. Geller, Vice President
Notes:
I. Filing fee is $250. This document must be f Ied with the Secretary of State.
CORPORATIONS DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Reviser! January 2014) (.Form L-09)

Delaware
The First State
I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND CORRECT
COPY OF THE CERTIFICATE OF FORMATION OF "RRPIV NODA SAG JV
LLC", FILED IN THIS OFFICE ON THE TWENTY—FOURTH DAY OF
NOVEMBER, A.D. 2015, AT 10:45 O'CLOCK A.M.
5887223 8100
SR# 20151057869
You may verify this certificate online at corp.delaware.gov/authver.shtml
Page 1
Authentication: 10484027
Date: 11-24-15

STATE OF DELAWARE
LIMITED LIABILITY COMPANY
CERTIFICATE OF FORMATION
OF
RRPIV Nada SAG JV LLC
Stale of Delaware
Secrete', of Slate
Division of Corporations
Delivered 10:45 AM 1112412015
FILED 10:45 AM 11/24/2015
SR 20151057864 - File Number 5887223
FIRST: The name of the limited liability company is RRPIV Noda SAG JV LLC (the
"Company").
SECOND: The address of the Company's registered office in the State of Delaware is 271 1
Centerville Rd., Suite 400, Wilmington, Delaware 19808, County of New Castle.
The name of the Company's registered agent for service of process in the State of
Delaware at such address is Corporation Service Company.
THIRD: The debts, obligations and liabilities of the Company, whether arising in contract,
tort or otherwise, shall be solely the debts, obligations and liabilities of the
Company; and no member or manager of the Company shall be obligated
personally for any such debt, obligation or liability of the Company solely by
reason of being a member or acting as a manager of the Company.
FOURTH: This Certificate of Formation is effective upon filing.
FIFTH: The Company shall have perpetual existence.
SIXTH: To the fullest extent permitted by the Delaware Limited Liability Company Act as
it currently exists or may be subsequently amended, the Company shall provide
indemnification to all managers and officers for judgments, settlements,
penalties, fines, expenses or damages arising from a proceeding, claim or demand
to which the manager or officer is a party because he or she is or was a manager
or officer. No amendment or repeal of this article shall eliminate or reduce the
protection granted by this provision with respect to any matter that occurred prior
to such amendment or repeal.
IN WITNESS WHEREOF, the undersigned has executed this Certificate of Formation
this 23rd day of November, 2015.
Amanda M. Christie, Au orized Person
US_1 4961006v1

LIMITED LIABILITY COMPANY ANNUAL REP
NAME OF LIMITED LIABILITY COMPANY: RRPIV Noda SAG JV LLC
Fictitious Name, If any, used in North Carolina:
SECRETARY OF STATE ID NUMBER: 1484324
REPORT FOR THE YEAR: 2017
SOS1D: 1484324
Date Filed: 3/27/2017 11:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
CA2017 086 05716
SECTION A: REGISTERED AGENT'S INFORMATION
STATE OF FORMATION: DE
1. NAME OF REGISTERED AGENT: Ram Realty Services LLC
Filing Office Use Only
Changes
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
1930 Camden Road, Suite 130
Charlotte, NC 28203 Mecklenburg
SECTION B: PRINCIPAL OFFICE INFORMATION
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
. 1930 Camden Road, Suite 130
• Charlotte, NC 28203 Mecklenburg
1. DESCRIPTION OF NATURE OF BUSINESS: Property Management and development
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
4801 PGA Boulevard
Palm Beach Gardens, FL 33418 Palm Beach
3. PRINCIPAL OFFICE EMAIL: bredding®ramrealestate.cor�
5. PRINCIPAL OFFICE MAILING ADDRESS
4801 PGA Boulevard
Palm Beach Gardens, FL 33418 Palm Beach
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: Ram Realty IV REIT
TITLE: Manager
ADDRESS:
4801 PGA Boulevard
Palm Beach Gardens, FL 33418 Palm Bi
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
SECTION D: CE TIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
N.P.I.L. 5 /.23 IR
SIGNATURE
Form must be signed by a Company Official listed under Section C of this form.
Karen D. Geller
Print or Type Name of Company Official
DATE
Ram Realty IV REIT, Vice President
Print or Type The Title of the Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525

NoDa AT 27TH
MULTIFAMILY DEVELOPMENT
2300 N. DAVIDSON STREET
CHARLOTTE, NC 28205

NoDa AT 27TH
MULTIFAMILY DEVELOPMENT
2300 N. DAVIDSON STREET
CHARLOTTE, NC 28205

Corporations Division Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT of THE
Secretary SECRETARY of STATE
P4 Box 29822 Raleigh, NC 27&26-0622 t9l9)B14-5400
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Account
Login
Create
Site
Account
Legal: RRPiV Noda SAG JV LLC
Limited Liability Company Information
Sosld:
Status:
Annual Report Status:
Citizenship:
Date Formed:
Fiscal Month:
State of Incorporation:
Registered Agent:
Corporate Addresses
1484324
Current -Active
Current
Foreign
12/3/2015
January
DE
Ram Realty Services LLC
Reg Office:
Reg Mailing:
Mailing:
Principal Office:
1930 Camden Road, Suite 130
Charlotte, NC 28203
1930 Camden Road, Suite 130
Charlotte, NC 28203
4801 PGA Boulevard
Palm Beach Gardens, FL 33418
4801 PGA Boulevard
Palm Beach Gardens, FL 33418
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: Ram Realty IV REIT
4801 PGA Boulevard
Palm Beach Gardens FL 33418
https://www.sosne.gov/Search/profcorp/11906196
8/22/2017

August 21, 2017
NCDENR Division of Water Quality
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 281.15
RE: NoDa at 27th
PN: 1015048
To Whom It May Concern:
Enclosed is a Fast -Track Application for Gravity Sewer to serve the project entitled.
NoDa at 27th. The site is located on Tax Parcel 11.) 083-055-01 in Charlotte
(Mecklenburg County). It is a multi -family development consisting of 1 apartrent
building with 250 total units and 7,500 sf of officcl"retail. The average daily flow for these
facilities is 34,725 gallons per day and is being requested in its entirety. Enclosed are
two (2) complete application forms, one (1) application fee, one (1) flow acceptance
letter, and two (2) site maps,
Please do not hesitate to call if you have at questions or need further information.
Thank you,
Rob Keidel
LandDesign, Charlotte
704.333.0325

Central Files: APS _ SWP _
8/23/2017
Permit Number WQ0039443 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
barry.love
Coastal SWRuIe
Permitted Flow
34,725
Facility
Version
1.00
Permit Classification
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
NoDa at 27th Minor Mooresville
Location Address
Facility Contact Affiliation
Owner
County
Mecklenburg
Owner Name
Rrpiv Node Sag Jv LLC
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Keith Cummings
1930 Camdem Rd
Charlotte
NC 28203
Orig Issue
8/23/2017
App Received Draft Initiated
8/22/2917
Scheduled
Issuance Public Notice Issue Effective Expiration
8/23/2017 8/23/2017
Regulated Activities Requested !Received Events
Apartment complex
Condominium
Wastewater collection
Outfall
Additional information requested
Additional information received
Waterbody Name Streamlndex Number Current Class Subbasln

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE:. RRPIV Noda SAG JV LLC
PERMIT t1': W t0039443
PROJECT: NoDa at 27th
ISSUE DATE: August 23, 2017
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until tne 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 Tina: certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PER ii "TEE'S CERrtr!CATION
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 p rmitted here portly thereo
f- ,p
rat eJ1T N� C
ER'S CERTIFICATION
41111110tir APPEL , as a my registered Professional En I eer in the State of North Carolina,
having been authorized to observe ( periodically, ❑ weekiy, [J full time} the construction of the
project name and location as reference 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 :2,
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.
,01,1111/0
CA
Ss
North Carolina Professional Engin
Partial (in
de
's Seal w/signature & date:
escription)
cation Comments/ ualifiers aTtach if necessary}:
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