wq0042323_Application (FTSE)_20210203

0•<
3-111 F
DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
I5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: 1100 LI al 2 tm be completed by DWR)
All items must he completed or the application will be returned
I. APPLICANT INFORMATION:
p
1. Applicant's name: Wake County Board of Education (company, municipality, 1-1OA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Pri'atcly-Owned Public Utility
❑ Federal ❑ State,County ❑ Municipal ® Other
3. Signature authority's name: David Neter per 15A NCAC 02T .11 I06(b)
Title: Chief Operating Officer, WCPSS
4. Applicant's mailing address: 5625 Dillard Dr. Crossroads 1
City: Cary State: NC Zip: 27518-
5. Applicant's contact information:
Phone number: [phone] Email Address: whartIev rr wcpss.net
II. PROJECT INFORMATION:
1. Project name: Ancx-Friendship Elementary School
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: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.7039' Longitude:-78.9122'
5. Parcel ID (if applicable): 0720695801
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I. Professional Engineer: Kenneth A. Loring License Number: 23953
Firm: CLH Design PA
Mailing address: 400 Recency Forest Drive
City: Cary State: NC Zip: 27518-
Phone number: [phone] Email Address: klorine clhdesienpa.com
IV. WASTEWATER TREATMENT FACILITY (\VWTF) INFORMATION:
1. Facility Name: Western Wake Reeional WRF Permit Number: NC0088846
Owner Name: Town of Cary
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQCS00064 Downstream (Receiving) Sewer Size: 8" inch
System Wide Collection System Pennit Number(s) (if applicable): WQCS
Owner Name(s): Town of Apex
FORM: FTA 04-16 Page 1 of 5

THE COMPLETED APPLICATION PACKAGE 1NCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
Macon, Madison, McDowell, Mitchell, Polk,
Rutherford, Swain, Transylvania, Yancey
Water Quality Section
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Water Quality Section
Mooresville Regional Office
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, !racial!, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Water Quality Section
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Water Quality Section
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Water Quality Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Dublin, New
Hanover, Onslow, Pender
Water Quality Section
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Alamance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
Water Quality Section
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

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 ®N?A
2. If the Applicant is a Developer allots to be sold, has a Developer's Operational Aerecment (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association. has an Operational ALrcenment (FORM: 1-IOA) been attached?
El Yes ❑No ®N'A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malts)
❑ Residential Leased ❑ Retail with food preparationlservice
® School . preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses 1 offices! factories ❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
_% Industrial (See I5A NCAC 02T .0103(20))
�Is there a Pretreatment Program in effect?
❑ Car Wash
❑ 1-lotel and'or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? ❑ Yes ® No
> If ves, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.(fl l4(11)
Daily Design Flow °•''
No. of Units
Flow
Schools with cafeteria
12 gal.studcnt
800
9,600 GPD
gal.'
GPD
gal?
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
9,600 GPD
a Sec 15A NCAC 02T .0114(b). (d). (c)( I I 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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per I SA NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T,0I 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 9,600 GPD (per 15A NCAC 02T .0114)
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16
Page 2 of 5

I'll. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & i<IDC (Gra4 its Sewers):
i . Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
1latcrial
8"
405
DIP
> Section II & III of the MDC for Permitting of Gravity Se44crs 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 iolation of the MDC
'III. PUMP STATION DESIGN CRITERIA (1f Applicable) — 02T .0305 & NIDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN TIIIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude; . 8 Longitude: -
0
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 (TDI-I)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Lengtlt (feet)
Material
6. Po44cr reliability in accordance with 13A NCAC 02T ,0305(h)( I ):
❑ Standby pow cr source or pump with automatic activation and telemetry - I5A NCAC 02T .0305(h)(1)(B):
> Required for all pump stations with an a4cragc 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 acts ation, quick -connection receptacle and telemetry - I5A NCAC 02T
.0305(h)( I )(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 1 5A NCAC 02T .0305(h)(1)(C):
> It shall be demonstrated to the Division that the portable source is o44 ned or contracted by the applicant (draft agreement)
and is compatible with the station.
> lithe 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 timeframcs, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in I5& 1CAC 02T .0305f) & tg)
1 5A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer) P \''-'4t.2'" -• •• ' '• S'` re+'...""PP`'
•. 2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HOW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
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
i t 5A'NCAC 02T.0305(2) contains alternatives where separations in 02T.0305(f) cannot be achieved.
• **Stream:cla5sifications.can be identified using the Division's NC Surface Wafer Classifications webnaue
if noncompliance with4121..0305(f) er (c), see Section X of this application
•
Dop the',prfoject comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NIA
W114e'Dsivisjon's•draf 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
3. Does the project comply with setbacks found in the river basin rules per jj_NCAC 02B .0200? ® Yes ❑ No ❑ N A
✓ This would include Trout Buffered Streams per 15A 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 j?errnittirly Branch
❑ Yes ® No
5. Does project comply with 15A NCAC 02T.0105(c1(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105IciL61, 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 t 5A NCAC 02 ] .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.
❑Yes ®No ❑N.A
• 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 permittce or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I _ Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting. of Pump Stations
and Force.Mains_(latest version), and the Gravit Sewer Minimum Des* Criteria (latest version) as applicable?
®Yes 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 supportin£ documents.
2. Professional Engineer's Certification:
1, _ r j.J.i *' 1r.a j* attest that this application for
(Professional Engineer's name from Application Item I11.1.)
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, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my 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 I43-215.6A and I43-215.6B, 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: I =Q �FSSIp . �.
'
SEAL
i33"
n:
•
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, f� f} l/yO /li& er C ele/' 861-5-A4-1' aor7`-2C-2F-- attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
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 retiult 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 I43-215.6A and 143-2I5.6B, 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:
Dare:
FORM; FTA 04-16 Page 5 of 5

CLH
1)rsicn.1
Project: Apex Friendship Elementary School
7901 Humie Olive Road
Apex, NC 27502
Fast Track Private Sewer Permit Application
CLH design, p.a.
400 Regency Forest Drive
Suite 120
Cary, NC 27518
P: 919.319.6716
www.clhdesignpa.com
NC Dept of Environmental Qualiq
FEB - 3 2021
Raleigh Regional Office
The Wake County Board of Education will be building a new elementary school building on a parcel
which currently houses the Apex -Friendship High School and Middle School. The new school's
enrollment capacity will be 800 students and will connect into the municipal sewer system flowing to
the Town of Cary Western Wake Regional WRF permit # NC 0088846.The flow allocated for this site is
9,600 GPD as calculated using the NCAC 02T rules. Public Works Utility Specialist Stephen Miller has
provided the information regarding the facilities' capacity and flow data on page 1 of Form FTSE 04-16.
This submittal package contains the following materials:
• Cover Letter
• Application Fee $480.00
• Original FTA Form 04-16
• Copy of FTSE Form 04-16
• Site Maps
o USGS Map
a Street level/Aerial Map
• One overall utility plan
• One copy of above materials
i trust all is sufficient for your review. If not, please do not hesitate to call 919-319-6716.
Regards,
Alice M. Reese, PLA
Project Manager

4

environmental Qoalit}
DW
g-3292i
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
ishRegional Office (FTSE 04-16)
e.
Entity Requesting Allocation: Wake County Board of Education
Project Name for which flow is being requested: Apex -Friendship Elementary School
More than one FTSE may be required for a single project !fun! owner of the WW7'P is not responsible for all pump
stations along the route of the proposed wastewaterflow.
I. Complete this section only if you arc the owner of the wastewater treatment plant.
a. WWTP Facility Name: Western Wake Regional WRF
b. WWTP Facility Permit #: NC0088846
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
18.0 (of which 6.12 is Apex)
2.08 (1.12 Apex)
672 (306Apex)
0.0096
8 80 (418 Apex)
48 8% (68 3° Apex)
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' pi), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
BcaverCrk 39.4 12.71 6.72 2.08 8.80 3.91
AFIIS 0.138 0.055 0.012 0.018 0.030 0.025
* 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): Town of Apex
Downstream Permit Number: WQCS00064
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Robert Hirt 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.
The Obligated Flow Not Yet Tributary reported in items I.d and II.c include the Town of Apex
flows certified by the Town of Apex below. Signature of this form indicates acceptance of this
wastewater flow.
Signing Official Signature — Town of Cary, Lead Agency
1 /28/2021
Date
I Michael Deaton certify to the best of my knowledge that the total Estimated Obligated flow from
within the Town of Apex Jurisdiction not yet tributary to the WWRWMF (Item 1.d) is 1.115 mad,
and that the total Estimated Obligated flow from within the Town of Apex Jurisdiction not yet
tributary to the BCPS - Item (II.c) is 0.897 mgd.
ignirtg • I icta gnature - Town ofApex 1 ate
Page 2 of 6
FTSE 08-13

SCALE 1" = 2000'
E41 AMC FRIENDSHIP ELEMENTARY SCHOOL
OCCUPYING A PORTION THE AMC FRIENDSHIP Ma Saioot SITE
DATE OCTOBER, 2019
PROJECT NO: 18-183
USGS QUAD MAP
+4IMILVCE USGS TOPOGRAPHIC HAP: NEW H
CLH DESIGN, PA
Regency Park
400 Regency Forest Drive
Suite 120
Cary, North Carolina 27618
Phone: [phone]
Fax: [phone]

2/1/2021 Apex Friendship High School - Google Maps
GoF...gle Maps Apex Friendship High School
V h
McKenzie Ridge Manors A it
OLIVE FARMSSnr 6T8a1erResidential.
MI Zion Rapist C1wEF Q (
......,r
101. MflHornig Themes
Ride Stables a at Friendship Station 7
I
1116
11<1]
r
1
Teewarra Femm9
_* .... 1 6411
RrE Practice Soccer fields a
WHISTLING
QUAIL
QGreater Christian
Chapel Church
lara
1y Belib Casa,
Apes FrinrtshVp
High School
ApeFriendship Opi
Mslddle School
3 f
NEW HILL 14.
• ESTATES
FAIRF1$LD ..•¢'
W ndo, 4O 9
�. aw
WiSTW1NDS
WOODOATE f ► OilAdva
FARMS Y irrigation Repair y,
�4 Pleasant Plains s:
Baptist Church Q do
QPfornkrent NVghtacapei
rorr
r
III7 4
'Frieidsh p
�� e KIRKWOOD
ct / •
9Soccer Rid 11111 PEAK qT
GOLF CART:
t 1'
t
OPEENvALE `�p
dP`t1 t !`YMli
CREEKS BEND
WINDING
WAY LsSTATI
Map data 02021 1000 h r r
httpsJiwwW.google.comlmaps/piace/Apex+Friendship+High+School!®35.6993078; 78.9098013,152/data=l4m513m41150x0.Oxea46c04760484bc918m.. 1;1

1/c
" 4 - 4'4

Cashion, Ted
From: Cashion, Ted
Sent: Friday, March 5, 2021 4:44 PM
To: Cashion, Ted
Subject: Fw: [External] Apex -Friendship Elementary School Sewer extension permit application
Attachments: FTA 04-16 (Update) 2021-03-05 .pdf
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Alice Reese <[e-mail]>
Sent: Friday, March 5, 2021 4:13 PM
To: Cashion, Ted <[e-mail]>
Cc: William Hartley — Staff - PlanningConstruction <[e-mail]>; Deck, Erin M <[e-mail]>;
Robinson, Jason <[e-mail]>
Subject: [External] Apex -Friendship Elementary School Sewer extension permit application
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good Afternoon,
Attached is the updated application with the downstream sewer size and the 4" service removed from the table. Please
let me know if you need any other information.
Have a good weekend,
Alice
1

Alice Reese, PILA, CPSI
Project Manager
CLH design, p.a.
Collaborative Landscape Architecture and Civil Engineering
400 Regency Forest Drive, Suite 120
Cary, NC 27518
919.319.6716, ext. 4035
Twitter I Linkedln I Facebeok I lnstagram I clhdesignpa.com
Please consider the environment before pr i
E-mail Confident'ality Notice: The information contained in this transmission is confidential and may be subject to protection under the law. The message is intended
for the sole use of the individual or entity to whom it is addressed. If you are not the intended recipient, you are notified that any use, distribution or copying of the
message is strictly prohibited. If you received this transmission in error, please contact the sender immediately by replying to this email and delete the material from
any computer.
2