WQ0043806_Application (FTSE)_20230915

State of North Carolina
Department of Environmental Quality
D , Division of Water Resources
W:L,
'�` 'R. FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: 1 3804P (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Aqua North Carolina, Inc. (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Michael A. Melton per 15A NCAC 02T .0106(b)
Title: Engineering Manager
NC Dept of Environmezttal Qual`t
4. Applicant's mailing address: 202 Mackenan Court
City: Cary State: NC zip: 27511- SEP 15 2V2
5. Applicant's contact information:
Phone number: (9467-8712 Email Address: mamelton(@aouaamerica.com RalCibh 1ZCs ianal UI'f ic:
11. PROJECT INFORMATION:
1. Project name: NE Flowers Parkway and Commercial Flowers Plantation
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6557' Longitude:-78.34370
5. Parcel 1D (if applicable). 16KO5161 C (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: J Michael Stocks License Number: 19843
Firm: Stocks Engineering, P.A.
Mailing address. PO Box 1108
City: Nashville State: NC Zip: 27856-
Phone number: (2� 459-8196 Email Address: astocks@stocksengtneering,com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Neuse Colony l= Permit Number: NC064564
Owner Name: Aqua North Carolina, Inc.
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
l . Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: inch ❑ Gravity O Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00147
Owner Name(s):
FORM: FTA 06-21 Page 1 of 5

• VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
® Yes ❑ No ❑ NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
[—]Yes ®No ❑ NIA
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
❑ Yes ❑ No ® NIA
4. Origin of wastewater: (check all that apply):
® Residential (individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ® Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool I day care ® Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses I offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f) ® Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow ° b
No. of Units
Flow
Commercial
gal/day
34,000 GPD
gall
GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
Tolat
34,000 GPD
a See 15A NCAC 02T .0114(h), (d). (e)(l) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T ,0114(c), design flow rates for establishments not identified (in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
S. Wastewater generated by project: 34,000 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
S 2,600 SDR-35 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude:. Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): -gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify) .
6. Power reliability in accordance with .15A NCAC 02T .0305(h)( l):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f) & W? ® Yes [—]No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
ZWater mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
ZWater mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305 contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webnaae
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NIA
➢ If no, please refer to 15A NCAC 18C.0906(0 for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ NIA
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coveragelauthorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
D Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15ANCAC 02T.0105(cW6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCACO2T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum.Design Criteria (latest version] as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and Rrogects requiring a variance approval may be subject to longer
review times. For prgjects.requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the proiect. the full technical review is required.
2. Professional Engineer's Certification:
I, , attest that this application for
(Professional Engineer's name from Application Item III.1.)
(Project Name from Application Item 11.1)
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,
Minimum Design Criteria for Gravity„ Sewers (latest version), and the Minimum Design Criteria for the Fast_Trk Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that 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 143-215.613, 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
I
........ ....... .......... __..... _..... ,..... -_- ........
,._,,,..._l
Applicant's Certification per 15A NCAC 02T .0106(b):
1, _Michael A. Melton , attest that this application for NE Flowers Parkway_and Corta�nercial Flowers Plantation _
(Signature Authority Name from Application Item I.3.) (Project Name from Apptication Item 11 1)
attest that this application 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. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A 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: 1A44&Date: Se tember 1, 2022
FORM: FTA 06-21 Page 5 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: AQUA NC
Project Name for which flow is being requested: NE Flowers Parkway & Commercial
More than one FTSE maybe required for a single project if tlee owner of the WWTP is not responsible for all pump
stations along the route of flee proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Neause Colony WWTP
b. WWTP Facility Permit #: NCO064564
All flows are in MGD
c. WWTP facility's permitted flow 0.350 (0.50 JoCo)
d. Estimated obligated flow not yet tributary to the WWTP 0.27
e. WWTP facility's actual avg. flow 0.514
f. Total flow for this specific request 0.034
g. Total actual and obligated flows to the facility 0.818
h. Percent of permitted flow used 96.2%
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:
Pump Pump
Station Station Firm
(Name or Permit Capacity,
Number) No. MGD
Buffalo WQ0021567 1.23
(A)
M
(C)
(D)=(B+C)
(E)--(A-D)
Design
Average
Approx.
Obligated,
Daily
Current
Not Yet
Total Current
Flow**
Avg. Daily
Tributary
Flow Plus
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
0.491
0.148
0.187
0.335
0.156
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Neuse Colony WWTP
Downstream Permit Number: Plant Permit Number NCO064564
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Michael A. Melton _ certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing
Engineering Manager
Title of Signing Official
Sept. 1, 2022
Date
Page 2 of 6
FTSE l 0-18

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Sewer Project Narrative
For
NE Flowers Parkway and Commercial a, FIowers
NE Flowers Parkway and Commercial at Flowers is a commercial and residential
development. This development, which is located on the southeast side of the Buffalo
Road and Jordan Narron Road intersection North of I Iwy 42, will consist of 100%
domestic flow. The sewer system will be constructed of approximately 2,600 LF of 8-
inch SDR 35 gravity drainage sewer pipe. The wastewater treatment plant facility that
will be handling this flow is the Neuse Colony WWTF (Permit # NC 064564). The
permitted flow for this WWTF is 0.5 MGD (NPDES). The proposed flow will be
delivered via gravity line to the Buffalo Creels Pump Station which pumps directly to the
Neuse Colony WWTF.

t.
Water Resources
Cnvirotimcnlal Qualily
October 4, 2017
Moses A. Thompson, Director of Operations
Aqua North Carolina, Inc.
202 MacKenan Court
Cary, NC 27511
Subject: Adjusted Daily Sewage Flow Rate Approval
Neuse Colony WWTP (NC0064564)
Johnston County
Dear Mr. Thompson:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretrtrr
S. JAY ZIMMERMAN
Director
NC Dept of Environmental Quality
OCT - 9 2017
Raleigh Regional Office
On August 15, 2017, the Division of Water Resources (Division) received an adjusted daily sewage flow
rate (flow reduction) request that would apply to all permitted but not yet tributary residential
connections and all future residential connections within the Neuse Colony WWTP service area.
In accordance with 15A NCAC 02T .01141f)(2), the Division has evaluated the request and based on the
data submitted and the Division of Water and Infrastructure (DWI) guidance, the Division hereby approves
for use by the Neuse Colony WWTP an adjusted daily sewage design flow rate with the following
conditions:
• The flow reduction is applicable to residential single family dwellings only.
• The minimum flow for 1 and 2 bedroom dwellings shall be 120 gallons per day.
• Each additional bedroom above two bedrooms shall increase the volume by 60 gallons per day
per bedroom.
• This now reduction shall not apply to sewer extension applications and/or permits for any other
public or private organizations whose wastewater flows are or might become tributary to the
Neuse Colony collection system (WQCS00147).
Future sewer extension applications should be made using the now reduction amount stated above. All
other aspects of the permitting process remain unchanged, and all applications must be in compliance
with the statues, rules, regulations and minimum design criteria as certified by the owner and engineer.
Re ardless of the ad usted deli n dail wastewater flow rate at no time shall the wastewater flows
exceed the effluent limits defined in the NPDES Permit for the treatment facilit or exceed the capacity of
the sewers downstream of an new sewer extension or service connections .
NC Dept of Environmental Q-k-
---'Nothing Compares.-- SEP 15 2022
State of North Carolina I Environmental Quality
1617Mail Service Center IMIcigh,North Carolina 27699.1617 Raleigh Regional (wr;..
919.907-9"

The granting of this flow reduction does not prohibit the Division from reopening, revoking, reissuing
and/or modifying the flow reduction as allowed by the laws, rules, and regulations contained in 15A NCAC
02T, NCGS 143-215.1, or as needed to address changes in State and/or Federal regulations with respect
to wastewater collection systems, protection of surface waters and/or wastewater treatment.
If you have any questions, please contact Christyn Fertenbaugh, P.E., at [phone], or via
email at [e-mail].
Sincerely,
for S. Jay Zimmerman
Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response and Collection Systems Branch
cc: Raleigh Regional Office, Water Quality Regional Operations
Central Files: Neuse Colony WWTP (NC0064564)
PERCS (electronic copy)

W 218, Sub 591
NORTH CAROLINA
PUBLIC STAFF
UTILITIES COMMISSION
February 8, 2023
Ms. Barbara Brantley
New Business Coordinator
Aqua North Carolina, Inc.
202 MacKenan Court
Cary, North Carolina 27511
RE: Aqua North Carolina, Inc.
Docket No. W 218, Sub 591
Notification of Intention to Begin Operations in Area Contiguous to Present Service Area —
The Waterfront District at Flowers Plantation, Johnston County
TO WHOM IT MAY CONCERN:
The North Carolina Utilities Commission has received a Notification of Intention to Begin Operations
in Area Contiguous to Present Service Area filed by Aqua North Carolina, Inc. (Aqua), to provide water and
wastewater utility service to The Waterfront District at Flowers Plantation in Johnston County, North
Carolina. The Public Staff anticipates that, upon investigation and review of the submitted notification, the
Commission will recognize this contiguous extension and will issue to Aqua a Certificate of Public
Convenience and Necessity for The Waterfront District at Flowers Plantation in Johnston County.
Please feel free to call if you have any questions or if I can be of further assistance.
Sincerely,
Electronically submitted
Isl Shashi Bhatta, PE
Engineer
Public Staff —Water, Sewer, Telephone Division
North Carolina Utilities Commission
cc: Chief Clerk
Freda Hilburn
Executive Director
Accounting Consumer Services
Economic Research
[phone]
[phone] [phone]
[phone]
Energy
Legal Transportation
Waterrrelephone
[phone]
[phone] [phone]
[phone]
4326 Mail Service Center • Raleigh, North Carolina 276994300 • Fax (919)
733-9565
An Equal Opportunity / Affirmative Action Employer
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LErFrLR OF TRANSMI7FAL
Stocks Engineering, PA
PO Box 1108
J. Michael Stocks, PE Nashville, NC 27856
252.903.6891 252.459.8196
To:
Ted Cashion
NCDEQ-DWQ
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
Phone:
919-791-4252
Overnight MO
Yes
We are sending you the following:
❑ EC Plans ❑ Prints/Plans
❑ Contracts x Permit Applications
These are transmitted as checked below.
x For Approval ❑ As Discussed
❑ For Review and Comment
J. Kevin Varnell
252.382.0012
Job No.
2021-078A
Job Name:
NE Flowers Pkwy @ Flowers
Date:
9113/22
Sent By:
Andrew Stocks
❑ Construction Plat D Site Plan Drawings
❑ Site Work Calculations L)
❑ For Your File ❑ As Requested
❑ For Your Signature, then return to.-
0 Computer Disk
❑ For Your Use
Copies
Date
Description
2
512122
Fast Track Sewer Application
Flow Tracking/Acceptance for Sewer Extension Applications
USGS Map with location of site shown
2
2
512122
512122
2
512122
Street Map of Surrounding Area
2
2
512122
512122
512122
Sewer Narrative
NC De pt
nmenta Quality
Flow Reduction Letter SEP
1
Permit Fee Check Raleigil kegian,i! Uffir.