WQ0040822_Application (FTSE)_20190603

Central Files: APS SWP
4/25/2019
Permit Number WQ0040822 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions A Individual
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Swansgate Subdivision
Location Address
� wne r
Owner Name
Onslow Water and Sewer Authority
Dates/Events
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
.Onslow
Facility Contact Affiliation
Owner Type
Government - County
Owner Affiliation
Jeffrey L. Hudson
228 Georgetown Rd
Jacksonville NC 28540
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/24/2019

ENGI N EE.RS - SURVEYORS - PLANNERS
LETTER OF TRANSMITTAL
TO: Mr. ' Dean Hunkele
NCDEQ - DWR
127 Cardinal Dr. Ext.
Wilmington, NC 28405-3 845
U"', EIVE"D/iN CD E N RPM
APR' 2 4 2019
Water Cuasity� Regional
Operations Section
Wilr inbatu:5 Recyio iaf Office
DATE: April 21, 2019
REF: Swansgate Subdivision
Swansboro, NC
Fast Track Sewer Permit
WE ARE SENDING YOU:
One (1) original and one (1) copy of the Fast Track Application. and Flow Tracking Form; One (1) check #3 9111
in the amount of $480.00 for the application fee; One (1) Sewer Narrative, One (1) Color portion of the Swansboro
USGS Maps, and: One (1) copy of the Subdivision Cover Sheet (with street layout).
DELIVERY VIA:
Fx1 Regular Mail Hand
❑ UPS Overnight ❑ UPS Ground
THESE ARE TRANSMITTED AS CHECKED BELOW:
0 For Approval ❑ As Requested
❑ For Your Use . ❑ For Bids Due
❑ Other
COMMENTS:
❑ Federal Express
❑ Other
❑ For Review and Comment
,
JoKi M. Perrine
Staff Engineer
Copies To: Mr. Anthony Sydes- A. 'Sydes Construction, Inc. (LOT only)
JLM/djh CF (P), LAM
(if enclosures are not as noted, kindly notify us at once)
Hunkele.Swansgate.FastTrackSewerPermit.04.23.19
604E Cedar Point Blvd. I Cedar Point, NC 2858.4 1 [phone] I Fax [phone]
Firm License Number F-0108 www.bellandphillips.com

State of North Carolina
Department of Environmental Quality
Division of Water Resources
D�- W-11 R
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
GIB 40kqn-
Application Number: to be com leted b DWR( p y )
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: ONWASA (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
El Federal EJ State/County Z Municipal ❑ Other
3. Signature authority's name: DAVID MOHR per 15A NCAC 02T .0106�b)
Title: ENGINEERING DIRECTOR
4. Applicant's mailing address: 228 GEORGETOWN ROAD
City: JACKSONVILLE State: NC Zip: 28540-
5. Applicant's contact information:
Phone number: [phone] Email Address: dmohrkonwasa.com
II. PROJECT INFORMATION:
1. Project name: SWANSGATE
2. Application/Project status: Z 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: ONSLOW
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.6980' Longitude:-77.1262'
5. Parcel ID (if applicable): 000333
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: JONATHAN L. MCDANIEL License Number: 37928
Firm: BELL AND PHILLIPS
Mailing address: 604-E CEDAR POINT BOULEVARD
City: CEDAR POINT State: NC Zip: 28584-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: SWANSBORO WATER TREATMENT PLANT Permit Number: WQ0023261
Owner Name: ONWASA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) if applicable): WQCS 00 Z 44 9
A) Owner Names): P93 Sk4t.-A %^-�PrrU-CZ Pp4c> -15%"Vft%tAZ- AkN31%4Q&% i%-e (W3
FORM: FTA 04-16 Pagel 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 ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: Dbeen attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
El Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls)
❑ Residential Leased El Retail with food preparation/service
❑ School / preschool / day care El Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories [:1 Nursing Home
5. Nature of wastewater 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ❑ No
➢ If yes, a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
300 gal/
37
119100 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
11,100 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) 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.
8. Wastewater generated by project: 11,100 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 1679 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. requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force. Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
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) I Length (feet) I Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 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 stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g) ® Yes [:]No
1 SA NrAr n'?T OIOStf1 r.nntninz minimum pi-ngratinnc that chn11 he nrnvided fnr oewPr cvctemcw
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
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, HQW, 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
An 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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpa fe
➢ If noncompliance with 02T.0305( or g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) E Yes [:]No ❑ 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
3. Does the project comply -with setbacks found in the river basin rules per 15A NCAC 02B .0200? EYes E]No EIN/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or E Yes E:1 No
individual permits or 401 Water Quality Certifications?.
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) )(additional permits/certifications)? ® Yes EJ No
Per 15A NCAC 02T.0105(c (6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 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.
E]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 permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. 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 Gravity Sewer Minimum Design 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 supporting
darlimPnte.
2. Professional Engineer's Certification:
I,
�"oNATHAN L . Mc�/�N(�'L
(Professional Engineer's name from Application Item III.1.)
,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 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 143-215,6B, 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.. � M1
I, cif �.� : ('� A'(
(Signature Authdrity's 4me & title fr6m Application Item I.3.)
..............................................................................,
ieso�eee�
CAR
��•••••der
s•••• /p
dip
00
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e
37928 4
W. Co. • q
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............................
""'*t. TFI.1..................................:
attest that this application for
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: s Date: D 44 p 57 r
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
il. , I ,., r, �..,.� r k;,. Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: ONWASA
Project Name for which flow is being requested: Swansgate
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: Swansboro WWTP
b. WWTP Facility Permit #:. WQ0023261
All flows are in MGD
c. WWTP facility's permitted flow .6
d. Estimated obligated flow not yet tributary to the WWTP .0919
e. WWTP facility's actual avg. flow .4362
f. Total flow for this specific request .0111
g. Total actual and obligated flows to the facility .5392
h. Percent of permitted flow used 90%
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 Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow* * Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity* * *
Halls
rroo,r �c W0002802 1.584 .6336 .4362 .103 .5392 .0945
* 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
(pi) 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):
Downstream Permit Number:
ONWASA
N/A
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I David M. Mohr, PE 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.
4� 0 * 6 9 * Koe
A*-. -, n -O-d: - — " /0'C /9
Signing Official Signature � ;'� SEAL l`��: �. Date
-- 043996
Title of Signing Official ��, Q ✓ �,- ��`
M.
Page 2 of 6
FTSE l 0- 1 8

Prepared for Swansgate
MONTHLY FLOW TOTALS
Halls Creek PS
Swansboro
Swansboro
WWTP
WWTP ADF
18-Apr
P1
11,211,686
0.373722867
P2
18-May
P1
11,26%545
0.36353371
P2
18-Jun
P1
11,896,273
0.396542433
P2
18-Jul
P1
12,87%935
0.415481774
P2
18-Aug
P1
11,925,835
0.384704355
P2
18-Sep
P1
17,331,502
0.618982214
P2
18-Oct
P1
11,264,073
0.363357194
P2
18-Nov
P1
13,564,159
0.452138633
P2
18-Dec
P1
15,395,423
0.496626548
P2
19-Jan
P1
14,928,399
0.4976133
P2
19-Feb
P1
13,286,938
0.428610903
P2
19-Mar
P1
14,245,148
0.459520903
P2
Daily Avg 0.00 436,161.41
Daily Avg MGD 0.4362
Allocation Obligated and Proposed 0.10295
TOTAL FLOW CURRENT AND PROP. 0.5391
Permitted Flow Used 90%
Swansboro WWTP Permitted Capacity 0.6
Less Current AVG Daily Flow + Alocated Flow 0.53911
AVAILABLE CAPACITY 0.06089 MGD
Halls Creek PS Permitted Capacity
1.584
Halls Creek Design Average Dail Flow (permitted cap. / 2.5)
0.6336
TOTAL FLOW CURRENT AND PROP.
0.5391
AVAILABLE CAPACITY
0.0945 MGD
Obligated/Not Yet Tributary
MGD
#Lots*
HC
Shadow Creek
0.00720
24
Ward Farm
0.00960
32
Deer island
0.00270
9
Queens Harbor
0.02100
70
Halls Creek
0.00330
11
H & M Farms, LLC
0.00025
Swann Harbour
0.00120
4
Parrish Green
0.00120
4
River Reach Ph IV
0.00120
4
Hammocks @ Port Swansboro
0.02490
83
Swansboro ABC Store
0.00010
Shipwright Pointe Phases I & II 1
0.01920
64
HC Obligated Total 0.09185
Swansgate 1 0.011101 37
HC Obligated + Proposed 0.10295
*# vacant lots
Residential flow calculation based upon 3 bedroom homes
X 100 gpd/bedroom

SWANSGATE SUBDIVISION
Sewer Narrative
April 2019
Swansgate is a proposed 37 lot residential subdivision located within the Town limits of
Swansboro. The property is 22 acres and located near the intersection of Main Street Extension
(SR 1447) and Swansboro Loop Road (SR 1444) with access to both roads. The main
subdivision road connects Main Street Extension to Swansboro Loop Road with a short cul-de-
sac extending from the middle section of this road. The proposed subdivision will have gravity
sewer lines that will flow southward and connect to an existing 8" ONWASA gravity sewer line
on Main Street Extension.
This proposed project (37 lots) will add new flow of 0.0111 MGD to the Swansboro
WWTP. The WWTP Facility's permitted flow is 0.6 MGD and is currently at an estimated
0.5281 MGD. The addition of the proposed Swansgate sewage flow will result in the Swansboro
WWTP being at an estimated 0.5392 MGD load which is approx. 90%utilization. For additional
information, please see the enclosed submittal documents.
\\FILESERVER\C&G Survey 6.0\ADMIN\Narratives\Sewer\Swansgate.4.23.19.doc

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Map data ©2019 500 ft i 1111
6/3/2019

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SW* s1z
. ............
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Swansboro Township Onslow County North Carolina
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SHEET INDEX
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32
._ � i I � O 31
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..UNDERGROUND UTILITY
CAUTION NOTES
Underground utilities may exist in the vicinity of
this project. Locations shown for existing utilities
Oye ra Plan
are approximate and other utilities may exist in the
vicinity of the project which are not shown on these
plans.
\
GRAPHIC SCALE: P=100'
-Prior to excavation, the conhnctarshalI provide
proper notice to the utility companies listed below
and to any other utility companies that may be in the
0 50 100 200 300 \ /
Ovrller/Developer.
area conformance with the hspergroandDarrnge
Act' of 1986 and the specifications.
Dote:02/11l19 \
\
/
A. SydeS
The contractor is responsible for verifying the
location and depth of all utilities and reporting any r
deviation to or the
\
\ \ / /
ConStCuction, Inc'.Prevention
100 Carolina Plantations Boulevard
plans potential problemto
Engineer pprior to construction Contractor is
/
Jacksonville, North Carolina 28546
resporelble for arty damage to arty existing utilities.
tfa� /
,� .
[phone] '
The contractor shall be liable for all legal actions
resulting'from construction in the vicinity of this
by these to hold
PW
/ Cg
i
project and accepting plans agrees
the Owner and Engineer harmless from any donna or
damages resulting from its
/ \ �crf��h';y
.� R HR
work
.... ...
N.C.'811 ............. ..............................1-800-632-4949
.JONES-ONSLOH
Oda
/
\ \ / /
:.
a _-
_ SEAL �s _
-
_POWER ....:...................'. E.M.0 ............ 1-800-452-2777
POWER DUKE ENERGY 910-346-1412
\ \ . /
_. 37928
......................... ...................
TELEPHONE ..................... CENTURY LINK .................. 910-577-9337
J
\\
.9 Q .
CARLE TV.................NAS.... TIMENARNER .... .............. 930-353-3500
WATER AND SEWHt............... ONA ........................ 910-455-0722
GAS ........................... PIEDMONT NATURAL GAS .......... 1-800-752-7504
(EMERGENCY 911)
/
\ /
- ,�„°••�°�
y. BELL AND PHILLIPS
..
Consulting Engineers - Land. Surveyors - Land Planners
Cedar Point,' North Carolina
\
C00004127A
D*No 'Aeodr2718
604E Cedar Point. Boulevard
H.a-a.: serraaec..dwe
Phone [phone]- www.BellandPhillips.com
'°b rb sleaoe ats° Sheet 1 of 10
Firm License Number: F-0108