20140097 Ver 2_CAMA Permit Application_20151022

THE ATTACH EUCAVIA-MAJOR APPLICATION IS' BEING
PROCESSED 'IN THE EXPRESS PERMIT REVIEW'PROGRAM.
PLEASE_RETURN TO JO-N THAN- HOWELL IN THE
WASHINGTON- REGIONAL OFFICE.'
North Carolina Department of Environmental Quality
Pat McCrory Donald R. van der Vaart
Governor Secretary
EXPRESS PERMIT REVIEW PROGRAM
October 1, 2015
MEMORANDUM RECEIVED /NCDENR /DWR
TO: Anthony Scarborough
OCT ®1 2015
DWR - Water Quality Program
WGc.r Quality Regional
)FROM: � , District Manager Operations Section
Division of Coastal Management Washington Regional Office
SUBJECT: CAMA Permit Application Review fr®
Applicant: Bridgeton Marine, LLC c /o, Charles Douthit Q�T� z zs
Project Location: 101 A and 103 D Street, Bridgeton, Craven CountyrGC`
Proposed Project: Install travel lift, extend (2) finger piers, construct bulkhead, construct
concrete apron and gravel
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by October 21 to Jonathan Howell at 943 Washington Square Mall, Washington, NC
27889. If you have any questions regarding the proposed project, please contact me at (252) 948-
3852. When appropriate, in -depth comments with supporting data are requested.
REPLY:
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE

11
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Bridgeton Marine, LLC (Bridgeton Boat Works)
2. LOCATION OF PROJECT SITE: At 101 A and 103 "D" Street in Bridgeton on the
Neuse River, in Craven County
Photo Index - 2006: 73 -6282 grid N;5 2000: 73 -937 grid N;5
State Plane Coordinates - X: 2,592,500 Y: 502,900 Rover # N/A
New Bern Quad. (upper right corner)
3. INVESTIGATION TYPE: CAMA & D/F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 9/29/15
Was Applicant Present —Yes
5. PROCESSING PROCEDURE: Application Received — 9/28/15
Office — Washington
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Town of Bridgeton
Land Classification From LUP — Developed /Conservation
(B) AEC(s) Involved: Public Trust Area, Estuarine Waters, Coastal Shoreline
(C) Water Dependent: Yes/No
(D) Intended Use: Commercial
(E) Wastewater Treatment: Existing — Town of Bridgeton sewer system
(F) Type of Structures: Existing — Travel Lift/Boat Ramp/Docks
Planned - Travel Lift/Bulkhead/Apron
(G) Estimated Annual Rate of Erosion: N/A
Source — N/A
7. HABITAT DESCRIPTION:
DREDGED FILLED OTHER
(A) Highground Disturbance N/A N/A 13,440 ft2
(disturbed)
(B) Open Water N/A 500 ft2 2,274 ft2
(bulkhead) (usurped/shading)
(D) Total Area Disturbed: 16,214 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SC -NSW Open: No
8. PROJECT SUMMARY: The applicant is proposing to install a travel lift, construct a
bulkhead, extend (2) finger piers and construct a platform

Bridgeton Marine, LLC (Bridgeton Boat Works)
Page 03
11. Anticipated Impacts:
There will be 13,440 square feet of highground disturbance resulting from the grading of the
project site, installation of the concrete pad, gravel fill and construction of the bulkhead.
Approximately 500 sq. ft. of fill will be placed below the NWL for installation of the
bulkhead. The proposed travel lift piers, platform, and finger piers will usurp /shade
approximately 2,274 square feet of public trust area/river bottom. No coastal wetlands or SAV
will be impacted from this project. The project will result in localized turbidity as a result of
the construction activities.
Jonathan Dowell Washington September 30, 2015

417 -A BROAD ST.
P.O. BOX 3496
NEW BERN, NORTH CAROLINA 28564 -3496
ROBERT M. CHILES, P.E.
ENGINEERS, CONSULTANTS
&
MARINE SURVEYORS
Bridgeton Boatworks Project Narrative
CAMA major Permit Application
for
Bridgeton marine, LLC
Lea IN
BUSINESS : 252- 637 -4702
FAX: [phone]
[e-mail]
The Bridgeton Boatworks site is located at 103 D Street in the town of Bridgeton, NC and is immediately
north of the property where the previous Neuse River Bridge met the shoreline and on the east bank of
the Neuse River. The primary Neuse River channel is located approximately 4,900 feet south and across
the river.
The project site is developed with buildings and paved areas that are used as a boat repair facility. There
are recently reconstructed boat travel lift piers, docks, boat ramp, and bulkheaded shoreline stabilization
onsite. This project proposes to remove a derelict existing dock, extend the bulkhead along the
waterfront of the recently acquired adjoining parcel, and add a second set of travel lift piers with a 12 by
12 platform attached to the river end of the upstream pier.
The proposed travel lift piers will be constructed so that they are approximately 90 feet away from the
nearest riparian property line. The proposed bulkhead will replace an existing and failing concrete block
bulkhead and tie it to the bulkhead on the other portion of the property.
Minor grading behind the proposed bulkhead and construction of a paved apron is proposed
immediately inland from the proposed travel lift pier.
Additionally, two finger piers of the recently constructed docks will be extended to a length of 60 feet, for
mooring longer vessels.
MECHANICAL, CIVIL, AND MARINE ENGINEERING MARINE HYDROGRAPHIC AND LAND SURVEYS
COMMERCIAL, INDUSTRIAL, MARINE, AND RAILROAD FACILITIES DESIGN
FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE

t DCM MP -1
APPUCATI®N for
Major Development Permit
(Bast revised 92/27/06) —'
North Carolina DIVISION OF COASTAL MANAGEMENT
9. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
BRIDGETON MARINE, LLC
BRIDGETON BOATWORKS
Applicant 1: First Name
MI
Last Name
CHARLES
E
DOUTHIT
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
City
1200 TRILLIUM CIRCLE
I
Raleigh
ZIP
Country
Phone No.
27606
USA
919 - 816 - 0010 ext. N/A
Street Address (if different from above)
I
City
State
INC
103 D STREET
Bridgeton
Email
cdouthit @bridgetonboatworks.com
2. Agent/Contractor Information
Business Name
Robert M. Chiles, P.E.
Agent/ Contractor 1: First Name MI Last Name
ROBERT M. CHILES
Agent/ Contractor 2. First Name MI Last Name
Mailing Address PO Box
3496
ZIP
28564 3496
FAX No.
252 637 3100
Street Address (if different from above)
417 -A BROAD STREET
Email
bob @robertmchilespe.com
Phone No. 1
252 - 637 - 4702 ext. N/A
Contractor #
City
New Bern
<Form continues on back>
State
NC 27606
FAX No.
ZIP
28519-
City
New Bern
Phone No 2
State
NC
State
NC
ext.
ZIP
28560-
2._5 2 - Ci0Zi- 2'+30 -�I ,- -, I i8 -4uR A:5.- ,. 1,m1',f:a.nC- L0- 1 'S'I; v 3 i!]'a 11^ t a ni„! i i`y. 7 1 s -1

Form DCM MP -1 (Page 2 of 4)
3. Project Location
APPLICATION foi -
Major Development Permit
County (can be multiple) Street Address State Rd. #
CRAVEN 103 D STREET (ALSO INCLUDES LOT AT 101 A ST) N/A
Subdivision Name City State Zip
D ST: NONE LISTED & A ST: 9 -10 DOWDY SUB BRIDGETON NC 28519-
Phone No.
252 - 633 - 1090 ext. N/A
a. In which NC river basin is the project located?
NEUSE
c. Is the water body identified in (b) above, natural or manmade?
®Natural ❑Manmade ❑Unknown
e. Is proposed work within city limits or planning jurisdiction?
®Yes ❑No
4. Site Description
a. Total length of shoreline on the tract (ft.)
444 FT.
c. Size of individual lot(s)
N /A,
(If many lot sizes, please attach additional page with a list)
e Vegetation on tract
GRASS
Lot No. (s) (if many, attach additional page with list)
CRAVEN CO TX ID #'S: 2- 004 -113, &, 2 -001 -114
b. Name of body of water nearest to proposed project
NEUSE RIVER
d. Name the closest major water body to the proposed project site.
NEUSE RIVER
f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within
BRIDGETON, NC
b. Size of entire tract (sq.ft )
156,696 +/- SQ FT
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
5 FEET PLUS ®NHW or ❑NWL
f. Man -made features and uses now on tract
BUILDINGS, COMPACTED GRAVEL, AND PAVEMENT, BOAT REPAIR YARD, TRAVEL LIFT, BOAT RAMP, AND
DOCKS.
g. Identify and describe the existing land uses adiacent to the proposed project site.
ABANDONED US HWY 17 / NC HWY 55 RIGHT -OF -WAY ADJOINING PROPERTY TO THE SOUTH, RESIDENTIAL LOT
ADJOINING PROPERTY TO THE NORTH, "A" STREET ON THE EAST, AND NEUSE RIVER ON THE WEST
h How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning
WATERFRONT COMMERCIAL (Attach zoning compliance certificate, if applicable)
®Yes ❑No ❑NA
j Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes ®No
k Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes ®No ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes ®No ❑NA
National Register listed or eligible property?
<Form continues on next page>
'y� u, - 2'0018 1- si8 -L,R, ;i3AS 7 ,r "if V "i.n 't "0 -st'a 'D 'tnape13a��3'1t. n ei

Form DCM MP -1 (Page 3 of 4)
a
m. (i) Are there wetlands on the site?
I
(ii) Are there coastal wetlands on the site?
(iii) If yes to either (i) or (ii) above, has a delineation been conducted?
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities
PUBLIC SANITARY SEWER
o Describe existing drinking water supply source.
PUBLIC WATER SUPPLY
p. Describe existing storm water management or treatment systems.
NONE
5. Activities and Impacts
a. Will the project be for commercial, public, or private use?
APPLICATION for
Major Development Permit
❑Yes ®No
❑Yes ®No
❑Yes []No
®Commercial ❑Public /Government
❑Private /Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
PURPOSE IS TO RE- ESTABLISH THE USE OF THE LOCATION AS A BOAT REPAIR FACILITY WITH TRAVEL -LIFT AND
DOCKS.
c Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
EXCAVATOR, DUMP TRUCK, AND COMPACTOR USED FOR UPLAND DEVELOPMENT. PILES FOR TRAVEL-LIFT
PIER & BULKHEAD INSTALLED FROM BARGE MOUNTED AND LAND BASED EQUIPMENT.
d. List all development activities you propose.
CONSTRUCT NEW TRAVEL -LIFT PIER, AND REPLACE FAILING BULKHEAD, EXTEND (2) FINGER PIERS TO
PROVIDE MOORING FOR LONGER VESSELS.
e. Are the proposed activities maintenance of an existing project, new work, or both? NEW WORK
f What is the approximate total disturbed land area resulting from the proposed project? 3/4 ❑Sq.Ft or ®Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No ❑NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
STORMWATER RUNOFF EXISTING, AND PROPOSED.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j. Is there any mitigation proposed? ❑Yes ®No ❑NA
If yes, attach a mitigation proposal
<Form continues on back>
252 - 5013 -280'F „ -t -S S.,,:A.RC1:14;� `a ., 1,v,,'111'1.T1cr,0as`;M MaA .'gS M esv' ?,ne;y

Form DCM MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additional Information
In addition to this completed application form, (MP -1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) — (0 are always applicable to any major development application. Please consult the application
instruction booklet on how to properly prepare the required items below.
a. A project narrative
b. An accurate, dated work plat (including plan view and cross - sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name LANDFALL, LLC Phone No. 252 -637 -2958
CATHERINE W. TRABACCO, MANAGER
Address 3714 BUTLER ROAD NEW BERN, NC 28560 -7008
Name NC DOT Phone No. 252 - 514 -4716
MR. REED SMITH, P.E. DISTRICT ENGINEER
Address 209 S. GLENBURNIE RD NEW BERN, NC 28560
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates
NC DIVISION OF COASTAL MANAGEMENT MAJOR PERMIT NO.: 11 -14
DEV. PERMIT SUBMITTED JAN. 2014 ISSUE DATE; FEBRUARY 24, 2014
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.0 G.S. 113A 1 -10), if necessary If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7, Certification and Permission to ,Enter on Land
I understand that any permit issued in response to this application will allow only the development described In the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow -up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my knowledge.
Date 7/Z Print Name (�1�r
Signature 6G, "__e-"_' 5:
�- O i OL22 1� t L L
Please indicate application attachments pertaining to your propose pr roject. J
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
®DCM MP -3 Upland Development
®DCM MP -4 Structures Information
252 -8 0 8-28 0 8 .. 1- 888- 44RCOASTi .. vvvvw .nccoastalrrnanaglpmernt.net

N.C. DIVISION OF COASTAL, MANAGEMENT
AGENT AUTHORIZATION FORM
Date JULY 17, 2015
Name of Property Owner Applying for Permit:
BRIDGETON MARINE, LLC CHARLES E. DOUTHIT, MEMBER / MANAGER
Mailing Address:
BRIDGETON MARINE, LLC
103 D STREET 1200 TRILLIUM CIRCLE
BRIDGETON, NC 28519 RALEIGH, NC 27606
252 - 633 -1090
I certify that I have authorized (agent) ROBERT M. CHILES, P.E. to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) THE BRIDGETON BOATWORKS PROJECT ,
at (my property located at) 103 D STREET, BRIDGETON, NC 28519
This certification is valid thru (date) /OR
THRU COMPLETION OF PROJECT
Property Owner Signature Date

Parcel ID
Owner:
Mailing Address
Property Address
Description :
Lot Description
Assessed Acreage
Deed Reference :
Recorded Survey
Estate Number:
Craven County Geographic Information System
Craven County does NOT warrant the information shown on this page and should be used ONLY for tax assessment purposes.
This report was created by Craven County GIS reporting services on 7/20/2015 10:40:24 AM
2 -004 A14
BRIDGETON MARINE LLC
1200 TRILLIUM CIR RALEIGH NC 27606
103 D ST
HWY17 &55 1712
1.343 Calculated Acreage : 1.350
2683 -0595 Recorded Date: 1 182008
Land Value:
$178,460
Tax Exempt : No
Improvement Value: $93,400
# of Improvements : 4
Total Value :
$271,860
City Name :
BRIDGETON
Fire tax District
Drainage District :
Special District
Land use :
COMM -AUTO
SERVICE /REPAIR
Recent Sales Information
SALE DATE
Sellers Name
Buyers Name Sale Type
1/18/2008
HARVEY BROTHERS
BRIDGETON MARINE LLC STRAIGHT
TRUCK STOP INC
TRANSFER
Type of Structure
List of Improvements to Site
Year Built
1950
1950
2010
2014
Sale Price
$850,000
Base Area 1st Floor Value
2388 $45,700
888 $19,700
0 $23,900
0 $4,100

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• Craven County Geographic Information System
Craven County does NOT warrant the information shown on this page and should be used ONLY for tax assessment purposes.
This report was created by Craven County GIS reporting services on 7/20/2015 10:31:25 AM
Parcel ID : 2 -00,4 -113 -
Owner: BRIDGETON MARINE LLC
Mailing Address : 1200 TRILLIUM CIR RALEIGH NC 27606
Property Address : 101 AST
Description : TRACT 1 & 2 COMBINATION SURVEY FOR BRIDGETON 1712
MARINE LLC
Lot Description :
Assessed Acreage : 0.000
Calculated Acreage : 2.350
6000
Deed Reference : ;;3263-0286
Recorded Date : 6 11 2013
$55,600
Recorded Survey : 1 -59 -H
$5,100
0
$36,400
Estate Number:
$15,300
0
$5,500
Land Value: $312,000
Tax Exempt: No
Improvement Value : $218,000
# of Improvements : 7
Total Value : $530,000
City Name: BRIDGETON
Fire tax District
Drainage District :
Special District
Land use : COMM -AUTO SERVICE /REPAIR
Recent Sales Information
SALE DATE Sellers Name
Buyers Name
Sale Type
Sale Price
6/11/2013 MOFFAT, DAVID W
BRIDGETON MARINE LLC
STRAIGHT
$340,000
TRANSFER
6/28/2000 WALSH, JOHN VINCENT
MOFFAT, DAVID W
STRAIGHT
$450,000
TRANSFER
9/7/1993 WALSH, JOHN VINCENT
WALSH, JOHN VINCENT
STRAIGHT
$80,000
& KENDALL,
TRANSFER
11/6/1986 BERNABI, LESLIE
WALSH, JOHN VINCENT &
LAND SALE
$50,000
THOMAS & BARBARA K
KENDALL,
Type of Structure
List of Improvements to Site
Year Built
1988
1959
1975
2014
2000
2014
2014
Base Area 1st Floor
Value
6000
$96,800
1950
$55,600
1600
$5,100
0
$36,400
0
$15,300
0
$5,500
0
$3,300

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NORTH CAROLINA
N II !III 111111 l 11111 11111 11111 11111 11111 1111 l{ Il l III IIIII Ill I IIIII I !III
Image ID: 000001353762 Type: CRP
Recorded: 0111812008 at 04:01:40 PM
Fee Amt: $1,720.00 Page 1 of 3
Excise Tax: $1,700.00
Craven, NO
Sherri B. Richard Register of Deeds
WARRANTY DEED
CRAVEN COUNTY Prepared by: Emanuel & Dunn, PLLC
Revenue Stamps: $ / 0 0.0 L Tax ID# 2 004 114
THIS DEED, made and entered into this AayofJarivary,2008,byand
between ANTOINETTE J. HARVEY, a/k/a ANNETTE J. HARVEY, unmarried, party of the
first part; and BRIDGETON MARINE, LLC, a North Carolina '' Limited Liability Company,
whose address is 1v /L�z
? D 0 / f..n� �& �/v� IVC- > party of the
o27(oD b
second part;
WITNESSETH:
THAT the party of the first part in consideration of the sum of Ten Dollars ($10.00)
and other good and valuable considerations to said party paid by the party of the second part, the
receipt of which is hereby acknowledged, has bargained and sold and by these presents does bargain,
sell, and convey unto the party of the second part, said party's successors and assigns, that certain
property lying and being situate in Number Two (2) Township, Craven County, North Carolina and
being more particularly described on that attached SCHEDULE A, which is specifically incorporated
herein by reference.
00004
MM

Page 2 of 3
TO HAVE AND TO HOLD said property and all privileges and appurtenances
thereunto belonging to the parry of the second part, said parry's successors and assigns forever.
AND the party of the first part does covenant that said party is seized of said premises
in fee and have the right to convey the same in fee simple; that the same is free from
encumbrances except any encumbrances or restrictions mentioned above and that said party will
warrant and defend the title to the same against the lawful claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the party of the first part has hereunto set said party's
hand and adopted as said party's seal the typewritten word "SEAL" appearing beside said party's
name, this the day and year first above written.
ANTOINETTE J. HARVEY C/
a/k/a ANNETTE J. HARVEY IIIIIIIIIIIIIiillllll lllllllllllllllllllllllllllllllllfll IIIIIIIIIIIiilllllilll
Imaqe ID: 000001353763 Type: ORp
�y QQ nq ��yy ®®Paa�ge 2 of 3
BK2683 PG596
NORTH CAROLINt
COUNTY OF Y vtvc h
Le,O� a Notary Public in and for said County and
State, do hereby certify that ANTOINETTE J. HARVEY, being personally known by me,
appeared before me this day and voluntarily acknowledged the due execution of the foregoing
instrument.
WITNESS my hand and notarial seal, this the ' ,'` `day of Janu.� ^afl13
NraiPublic
Lit
Notary Public Printed Namlo" =3.
My Commission Expires:
Pj-

'Page 3 of 3
SCHEDULE A
All that certain tract or parcel of land lying and being
in the Town of Bridgeton, Number Two Township, Craven
county, North Carolina, within the boundaries of the D.W.
Dowdy Subdivion, a map or plat of which is recorded in
Book 156, at Page 182, in the office of the Register of
Deeds of Craven County, North Carolina, and more particu-
larly described as follows:
BEGINNING at an iron stake in the western line of "A'°
Street, the northeastern corner of Lot No. it in the said
D.W. Dowdy Subdivision and runs thence South 56 degrees
50 minutes West 437 feet to an iron stake in the eastern
shoreline of Neuse River; thence South 1 degree 30
minutes East along the eastern shoreline of Neuse River
108.2 feet to an iron stake in the northern right of way
line of U.S. Highway No. 17; thence North 64 degrees 48
minutes East 90 feet to an iron stake; thence South 25
degrees 12 minutes East 10 feet to an iron stake in the
northern right of way line of U.S. Highway No. 17; thence
eastwardly along the northern right of way line of U.S.
Highway No. 17 to an iron stake, the western line of
Purifoy Street; thence North 33 degrees 10 minut & West
along the western line of Purifoy Street 22 feet to an
iron Otake; thence North 56 degrees 50 minutes East along
tho northern line of Purifoy street 40 feet to an iron
stake; thence South 33 degrees 10 minutes East along the
eastern line of Purifoy Street 22 feet to an iron stake
in the northern night of way line of U.S. Highway 17;
thence eastwardly along the northern right of way line of
U.S. Highway 17 to an iron stake in the western line of
"A" Street; thence North 33 degrees 10 minutes West along
the western line of "A" Street 66.4 feet to the point of
beginning.
l 1111111 llllll !II III 1N11IIII! 111!1 VIII II111IIIII II111111111 {1111111111 {VIII
Image ID:: 00000IS53776a4geType: UP
BK2683 PG597

Page 9 of 3
IIlIIRRIlIIRIRIIIRlIiIRRIlIiR!! IRIII��IIRIIRINlRIIRIRIIRRi89R4RlilIIlll !lIRRI
Image ID: 000002240055 Type: GRP
Recorded: 06/11/2013 at 11 :03:30 Aft
Fee Amt: $706,00 Pape 1 of 3
Revenue Tax: $680.00
Workflow{ 0000094828 -0001
Craven, NG
Sherri S. Richard Register of Deeds
Tax Parcel ID
# ,7 - 0p 5l - 113
Excise Tax:
s 80 --
Prepared by
And Return to:
Brian Z. Taylor, Attorney at Law
J White & Allen, P. A.
1319 Commerce Drive
New Bern, NC 28562
File 13 -SP -96 109892 -00001
NORTH CAROLINA
CRAVEN COUNTY TRUSTEE'S DEED
THIS DEED, made and entered into this 'Sly, day of u�x , 2013, by and
between WHITECO SERVICES, LLC, acting as Substitute Truste hereinafter stated (herein
called "Grantor ") and BRIDGETON MARINE, LLC, a North Carolina Limited Liability
Company, whose address is (herein called "Grantee ");
The terms Grantor and Grantee as used herein shall mean and include the parties indicated,
whether one or more, and their heirs, legal representatives, successors and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by the context.
WITNESSETH:,
THAT WHEREAS, David W. Moffat and wife, Kathleen E. Moffat, executed a Deed of
Trust to Jerone C. Herring, Trustee for Branch Banking and Trust Company, dated June 28,
2000, and recorded in Book 1762 at Page 394 of the Craven County Registry, conveying the
property hereinafter described; and
WHEREAS, by Assignment of Security Instruments dated the 21" day of September, 2012,
and recorded in Book 3128 at Page 629 of the Craven County Registry, Branch Banking and Trust
Company assigned, transferred, set over and conveyed to Craven Marine, LLC, a North Carolina
Limited Liability Company, all of its right, title and interest in and to the aforesaid indebtedness; and
WHEREAS, Whiteco Services, LLC, was substituted as Trustee by an instrument of writing
recorded in Book 3162 at Page 172 of the Craven County Registry; and,
D

Page 2 of 3
illllllllllll111IIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII lIII
Image ID: 000002240056 Type: CRP
Paqe 2 of 3
BK3203PG287
WHEREAS, the indebtedness thereby secured being overdue and unpaid, and the holder of
the Note evidencing said indebtedness having requested a foreclosure of said Deed of Trust; and,
WHEREAS, the Substitute Trustee having applied to the Clerk of Superior Court for
permission to proceed to foreclose the Deed of Trust above referred to; and,
WHEREAS, the Clerk, after a hearing upon said matter, having found that the Substitute
Trustee could proceed with such foreclosure, and on April 16, 2013, entered an Order authorizing
and directing it to do so; and,
WHEREAS, the said Substitute Trustee, after due advertisement as required by law, and the
terms of the Deed of Trust, offered said land for sale at the Courthouse door of Craven County,
North Carolina on May 13, 2013, when and where Craven Marine, LLC, became the last and highest
bidder at the price of $340,000.00; and,
WHEREAS, on the day of said sale, a report thereof was made to the Clerk of Superior
Court; and,
WHEREAS, said bid remained open for more than ten days and no advance bid was offered,
and no objection made; and
WHEREAS, an Assignment of the bid was filed with the Court on Ganz /d , 2013,
naming Bridgeton Marine, LLC, as assignee of the bid.
NOW, THEREFORE, the said Whiteco Services, LLC, acting as Substitute Trustee as
aforesaid, in consideration of the premises and of the said sum of $340,000.00 to it in hand paid, has
bargained and sold and by these presents does bargain, sell and convey unto the Grantee, all of that
certain real estate being situated in the State of North Carolina, County of Craven, more particularly
described as follows:
Being all of Lots Nos. 4 & 10 as the same are shown and delineated
on the map of the D. W. Dowdy Subdivision, as recorded in Book
156 at page 182, in the Office of the Craven County Register of
Deeds, said map being incorporated herein by reference for a more
particular description of the aforesaid lots.
This conveyance is made SUBJECT to any and all liens, restrictions,
special assessments, encumbrances or easements and any and all ad
valorem taxes.

gaga 3^o f 3
TO HAVE AND TO HOLD said lot or parcel of land, together with all privileges and
appurtenances thereunto belonging to the Grantee, in as full and ample a manner as the said
Substitute Trustee has power to convey the same.
IN TESTIMONY WHEREOF, the said Whiteco Services, LLC, acting as Substitute Trustee
as hereinabove stated, has caused this instrument to be properly executed in such form as to be
binding after proper authority haven been given, this the day and year first above written.
WHITECO SERVICES, LLC,
Substitute Trustee
By: WHITE ., as Member - Manager
B.
Arka—n Z,. Tiylor, as Designated Agent
NORTH CAROLINA
CRAVEN COUNTY
I, 44xL,( --/� �444,91J , a Notary Public, in and for said County and State,
certify that BRIAN Z. TAYLOR personally appeared before me this day and acknowledged that he
is Designated Agent of WHITE & ALLEN, P. A., Member - Manager of WHITECO
SERVICES, LLC, Substitute Trustee, a corporation, and that he, as Designated Agent, being
authorized to do so, executed the foregoing on behalf of the corporation.
WITNESS my hand and official stamp or seal this day of , 2013.
a�tun5!uauuru „ono-„ � �J '
oo`h'l
`' ptnnmirngpq�.'v
"� °'��j �IlbtaryPublic
Mgcommission expires:
..
IIIIII1111111IIINIIIIII��ICllll�llllll�llllillllllll !!11111 {Illllllllllll
Image 10: 000002240057 Type: CRP
Page 3 of 3
BK320 488

a.-%
Page 1 of 3
STATE OF NORTH CAROLINA
COUNTY OF CRAVEN
6f._„ F;_. ; ";t 00:1114 -1 rujl
lfll[[I VIII[ III [rill frill lllll fIIII1I1111I11[ IIIIIlllll frill lllll lllll 1111 1111
Image ID: 000002375083 TYPe: CRP
Recorded: 09/16/2014 at 11:49:14 AM
Fee Amt: $626.00 Page 1 of 3
Revenue Tax: $600.00
workflow# 0000121114 -0001
craven, NO
Sherri S. Richard Register of Deeds
BK33 05 PG235
THIS DEED WAS PREPARED BY.
Charles K McCotter, Jar. /
McCotter Ashton, P.A. V
Post Office Box 12844
New Beru, North Carolina 28561
Parcel No. 2 004 110
Revenue Stamps $ 600.00
SPECIAL WARRANTY DEED
TMS SPECIAL WARRANTY DEED, dated the %�'P�—day of September, 2014, is made by and
between HARBORSIDE MORTGAGE LENDER, LiLC, a Florida Limited Liability Company authorized
to do business in the State of North Carolina, whose address is 24 South River Street, Wilkes - Barre, PA
18702, (herein called the "Grantor"); and BRIDGETON MARINE, LLC, a North Carolina Limited
Liability Company, whose address is 1200 'Trillium Cr., Raleigh, NC 27606 (herein called the "Grantee ").
The terms "Grantor" and "Grantee" as used herein shall mean and include the parties indicated, whether one
or more, and their heirs, legal representatives, successors and assigns, and shall include singular, plural.,
masculine, feminine or neuter as required by the context,
WITNESSETH:
That Grantor, for a valuable consideration paid by Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto Grantee in fee simple,
the real property which is more particularly described on Exhibit A attached hereto and incorporated herein
by reference.
The property herein conveyed _--- Includes or X Does Not include the primary residence of the Grantor. qr

Page 2 Pf 3
TO HAVE AND TO HOLD the aforesaid real property and all privileges and appurtenances
thereunto belonging to Grantee in fee simple.
And Grantor covenants with Grantee that Grantor has done nothing to impair such title as Grantor
received, and Grantor will warrant and defend the title against the lawfW claims of all persons claiming by,
under or through Grantor, other than the following exceptions:
Ad valorem taxes for the current year and subsequent years, easements and restrictions of
record, and any local, county, state, or federal laws, ordinances, or regulations relating to
zoning, environment, subdivision, occupancy, use, construction, or development of the
subject property, including existing violations of said laws, ordinances, or regulations.
IN WITNESS WHEREOF, Grantor has signed and sealed Us deed as ofthe day and year first above
written.
Illl11111111111111i111i11111111111111111111i1111 i1! Bill 11111 6111 NNI 11111111
Imaqe ID: 0000023775500842Tyype: CRP
8i<3305PG236
STATEOF 'enDS
COUNTY OF 1�� zerr�e
HARBORSIDE MORTGAGE LENDER, LLC
A Florida Limited Liability Company
]By: AMBIT REAL ESTATE HOLDINGS, LLC, ' Manager
By:
William M. Lezinsl�!, Ike r
I certify that the following person personally appeared before me this day, acknowledging to me that
he voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated:
William M. Lezinsla in his eanacity as Member of Ambit Real Estate Holdings. LLC, which is
M na er of Rarborside Mortzaae Lender, LLC. a Florida limited liability comoanv which is
authorized to do business in the State of North Carolina . and that by authority duly given and as the
act of such entity, he signed the foregoing instrument in its name on its behalf as its act and deed.
Date: 9 `f
I
Signature of Notar$/Public
I b 111,.44_ J n -- u.Gh & Y)
Print or Type Name of Notary .Public
COMMONWEALTH OF PENNSYLVANIA
Notarial Seat
Damtta 30 T=han, Notary Pubtir
My commission expires: Caty of wakes - Barre, Luzern¢ COOq
MY Oarmission txpm uv 'a, 2✓ i
MEt4aER, PENNSYLVANU A550CIATION Of MOTAP'ES

Page 3 of 3
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Imaqe ID: 000002375085 Type: CRP
Page 3 of 3
BK3305 PG287
EXMIT A
All that certain tract or parcel of land lying and being situate in Number Two (2)
Township, Craven County, in the Town of Bridgeton, North Carolina, and being more
particularly described as follows:
Beginning at a point located in the western right of way line of "All Street, which point
is located South 31' 364 4894 East 4059.55 feet from NCGS Monument "West Pine
1981"; thence from said point of beginning, along with the western right-of-way line
of "A" Street South 39'081 47" East 150.03 feet to a point in the western right-of-way
line of "A" Street; thence leaving the western right -of -way line of "A" Street, South 50
51" 1311 West 409.40 feet to the mean high water mark of the Neuse River; thence along
and with the mean high water mark of the Neuse River to a point in the mean high
water mark of the Neuse River lying the following two (2) courses and distances from
the immediately preceding point: North 29' 08126" West 101.57 feet; and North 21' 354
2114 West 52.72 feet; thence leaving the mean high water mark of the Neuse River,
North 50'53'32" East 2439 feet to an existing iron rod; thence North 50' 5313211 East
351.46 feet to a point in the western right-of-way line of "A" Street, the point of
beginning.
TOGETHER WITH all right, title and interest of the Grantor to all of the property
lying between the mean high water marls of the Neuse River and the western wall of the
concrete bulkhead from point `B" as the same is shown and depicted on the survey
dated July 31, 2005, entitled "Survey for Harborside 17 Partners, LLC, Carluccio
Property," prepared by Mayor and Associates, P.A., to the northwestern corner of the
property herein conveyed.
Togetherwith all privileges and appurtenances thereunto belonging including, but not
limited to, all riparian and littoral rights.
The aforesaid survey is incorporated herein by reference for a more accurate
description of the property herein described and conveyed.
The property hereinabove described was acquired by the (Grantor by deed recorded in
Book 2910, Page 12, Craven County Registry.

Form ®CM MPm3
'U"PLAND DEVELOPMENT
(Construction and /or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
EXISTING / N/A
c. Density (give the number of residential units and the units per
acre).
N/A
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land- disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
❑Yes ®No RNA
(ii) If yes, list the date submitted:
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and /or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
49,500 SQ FT AEC AREA. 71.6 % EXISTING
IMPERVIOUS. 80.3% PROPOSED IMPERVIOUS
i. Give the percentage of the entire tract to be covered by impervious
and /or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
EXISTING: 61.8 %. PROPOSED: 68.0%
j. Describe proposed method of sewage disposal.
NO CHANGE FROM EXISTING.
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
NO CHANGE FROM EXISTING.
b. Number of lots or parcels.
N/A
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
< 1/2 ACRE FOR BULKHEAD, BACKFILL & TRAVEL
LIFT PAVED APRON.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
COMPACTED GRAVEL AND PAVEMENT (ASPHALT OR
CEMENT CONCRETE)
h. Protects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: CONCURRENT
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No ®NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes ®No ❑NA
If yes, attach appropriate documentation.
252 - 808 -28082 :: 1- 688- 4RCOAST :: www.nccoastalmanagement.net revised: 12/26/06

����� t�;riLu WbP -3 (LI"UpCand Doeve➢enmnnenrn , ID ago 2 a-- 2)1
m Describe proposed drinking water supply source (e.g , well, n. (i) Will water be impounded? ❑Yes ®No ❑NA
community, public system, etc.) (ii) If yes, how many acres?
SAME AS EXISTING
o. When was the lot(s) platted and recorded?
ORIGINAL: PRIOR TO 1950.
COMBINATION/ RECOMBINATION PLAN 101 & 203 A
STREET RECORDED MAY 6, 2015, PLAT CAB I,
SLIDE 59 -H, (DB 3353, PG 826)
Date s t
BRIDGETON BOATWORKS
Project Name
BRIDGETON MARINE, LLC
Applicant Name
�,9
Applicant Signature /iL,o�1 /
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
252 - 808 -2808 :: 1- 8884ttbCOAS7 :: vvww.nccoastaiImaraagement avet revised: 12/26/06

',
Form DCM MP-4
?. LAY . # k, i., .� r' 5��,1 f �T•a
7
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP -1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1, DOCKING FACUTYWARINA CHARACTERISTICS ❑This section not applicable
a. (i) Is the docking facility /marina: b (i) Will the facility be open to the general public?
®Commercial ❑Public /Government ❑Private /Community ❑Yes ®No
c. (i) Dock(s) and /or pier(s)
(i) Proposed Travel Lift Rails
d. (i) Are Finger Piers included? ®Yes ❑No
(ii) Number
(ii) Number 2
If yes:
(iii) Length
(iii) Length 170'
(ii) Number
2
(iv) Width
(iv) Width 4'& 7'
(iii) Length
EXTEND 40 FT.
(v) Floating ❑Yes []No
(v) Floating NO
(iv) Width
MATCH EXISTING
(v) Floating
❑Yes ®No
e. (i) Are Platforms included? ®Yes [--]No
If yes:
(ii) Number 1
(iii) Length 12
tiv) Width 12
(v) Floating ❑Yes ®No
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
UNCHANGED
(ii) Number of slips existing
4
i. Check the proposed type of siting:
❑ Land cut and access channel
❑Open water; dredging for basin and /or channel
®Open water; no dredging required
❑Other; please describe:
k• Typical boat length: 42 FT +/-
m. (i) Will the facility have tie pilings?
®Yes ❑No
(h) If yes number of tie pilings9
5
f. (i) Are Boatlifts included? ❑Yes ®No
If yes:
(ii) Number
_(iii) Length
(iv) Width
h. Check all the types of services to be provided.
E Full service, including travel lift and /or rail, repair or
maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ( "wet slips ") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
MIXED TYPES
I. (i) Will the facility be open to the general public?
❑Yes ®No
1- ✓5S -.A' C13A S7„ bTy39 ,.Iai,,i..-�",7.D- "n]DYrini21a ':r,I...'.._AJ -a: eJ ":i,-1 ;`3 2 1171,D -6

2. DOCKING FACILITY /MARINA OPERATIONS
a. Check each of the following sanitary facilities that will be included in the proposed project.
❑ Office Toilets
❑ Toilets for patrons; Number: , Location:
❑ Showers
❑ Boatholding tank pumpout, Give type and location:
b Describe treatment type and disposal location for all sanitary wastewater.
c Describe the disposal of solid waste, fish offal and trash
d How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of " Pumpout Available" signs proposed.
�f �r
r" L
®This section not applicable
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h• Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel - handling facilities, and describe the safety measures planned to protect area water quality.
j What will be the marina policy on overnight and live- aboard dockage?
k. Describe design measures that promote boat basin flushing?
I. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina /docking facility proposed within a primary or secondary nursery area?
❑Yes ❑No
ravjs_d; 12/27/0 6
I.

n Is the marina /docking facility proposed within or adjacent to any shellfish harvesting area?
❑Yes ❑No
o. Is the marina /docking facility proposed within or adjacent to coastal wetlands /marsh (CW), submerged aquatic vegetation (SAV), shell bottom
(SIB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected.
❑CW ❑SAV ❑SB
❑WL ❑None
p. Is the proposed marina /docking facility located within or within close proximity to any shellfish leases? ❑Yes ❑No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts)
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public /Government ❑ Private/Comm unity
(ii) Number
(iii) Length_
(iv) Width
Note Roofed areas are calculated from drrpline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and Fill.)
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.)
a• Length
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
a. Is the structure(s).
❑Commercial ❑Public /Government ❑Private /Community
c- Distance to be placed beyond shoreline
Note. This should be measured from marsh edge, if present.
e Arc of the swing
®This section not applicable
®This section not applicable
®This section not applicable
b. Average distance from NHW, NWL, or wetlands
®This section not applicable
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
;,� �'�ct i,3T t�S „ °3•". i13 -�; ;1 ;C.l ? „ �,a v r,�c•re��sS:�laa.i•;n, :±ern•x a�ia�:a,? reviseJ. "12 /27/06

7. GENERAL
a Proximity of structure(s) to adjacent riparian property lines
NEW TRAVEL LIFT - APPROXIMATELY 95 FT, AND
EXTENDED FINGER PIERS - 20 FT +/- TO NEAREST
ADJACENT RIPARIAN PROPERTY LINES.
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
5.000 TO 5,500 FT WIDE. (APPROXIMATE WIDTH OF
NEUSE RIVER AT THIS POINT).
e. (i) Will navigational aids be required as a result of the project?
[]Yes ❑No MNA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER
a. Give complete description:
Date d
BRIDGETON BOATWORKS
Project Name
BRIDGETON MARINE, LLC
Applicant Name '9
Applicant Signature
t • i
b. Proximity of structure(s) to adjacent docking facilities.
250 FEET FROM NEAREST DOCK ON AN UPSTREAM
PROPERTY.
d. Water depth at waterward end of structure at NLW or NWL
7 FT
® This section not applicable
,. , -Z-38 tra w sa 7 `2� 71'
_ ,

TABLE OF CONTENTS: EXPRESS PERMIT REVIEW - BRIDGETON MARINE, LLC
BRIDGETON, CRAVEN COUNTY, NC
NC DENR
REQUEST FOR EXPRESS PERMIT REVIEW
DRAWINGS:
CAMA MAJOR PERMIT APPLICATION DRAWINGS (18" X 24" OR 11" X 17"
REDUCED):
SHEET 1 OF 4: VICINITY AND LOCATION MAP (TO CL OF CHANNEL)
SHEET 2 OF 4: EXISTING CONDITIONS
SHEET 3 OF 4: PROPOSED CONDITIONS
SHEET 4 OF 4: DETAILS
2015 036 BRIDGETON MARINA, LLC 1 TABLE OF CONTENTS

Scarbrau�h, Anthony
Thanks for the information. The Bridgeton Marine site is not intended as a marina so I do not believe that it will qualify for
the Clean Marina Program. However the BMP items will be addressed as applicable.
We are revising the site drawings to add the possible proposed additions of a work building and to show the proposed
washdown water collection and treatment as will also be discussed in the documentation that we are preparing to attach
to the revised site plan.
Thank you for your assistance.
M.
Robert M. Chiles, P.E.
Engineers, Consultants & Marine Surveyors
417 -A Broad Street
PO Box 3496
New Bern, North Carolina 28564
Phone: 252 - 637 -4702
Fax: 252 - 637 -3100
bob(a)robertmchilespe.com
- - - -- Original Message - - - --
.From: - Scarbrau4fi. Anthonv
To: bob(a)robertmchilespe.com
Cc: mikerice c(D.robertmchilespe.com
Sent: Wednesday, October 14, 2015 11:43 AM
Subject: CAMA Major for Bridgeton Marine, LLC
Mr. Chiles,
Per our discussion on Monday, please find the link below to the guidance document for North Carolina Clean Marina
Program. If you have any further questions or concerns, please feel free to contact me.
htti): / /DOrtal.ncdenr.ore /c /document library /eet file? uuid= f67ec98a- ba36- 4bec- a3f9- 9d1584a7d4c0 &erouDld =38319
Thanks,
Anthony Scarbraugh
Anthony Scarbraugh
Environmental Senior Specialist
Washington Regional Office
North Carolina Department of Environmental Quality
Division of Water Resources — Water Quality Regional Operations Section
943 Washington Square Mall
Washington, NC 27889
(252) 948 -3924
RECEIVED /NCDENR/DWR
From:
Bob Chiles <bob@ robertmchilespe.com >
Sent:
Wednesday, October 14, 2015 2:10 PM
To:
Scarbraugh, Anthony
OCT 14 2015
Subject:
Re: CAMA Major for Bridgeton Marine, LLC
Water Quality Regional
Operations Section
Washington Regional offfce
Anthony:
Thanks for the information. The Bridgeton Marine site is not intended as a marina so I do not believe that it will qualify for
the Clean Marina Program. However the BMP items will be addressed as applicable.
We are revising the site drawings to add the possible proposed additions of a work building and to show the proposed
washdown water collection and treatment as will also be discussed in the documentation that we are preparing to attach
to the revised site plan.
Thank you for your assistance.
M.
Robert M. Chiles, P.E.
Engineers, Consultants & Marine Surveyors
417 -A Broad Street
PO Box 3496
New Bern, North Carolina 28564
Phone: 252 - 637 -4702
Fax: 252 - 637 -3100
bob(a)robertmchilespe.com
- - - -- Original Message - - - --
.From: - Scarbrau4fi. Anthonv
To: bob(a)robertmchilespe.com
Cc: mikerice c(D.robertmchilespe.com
Sent: Wednesday, October 14, 2015 11:43 AM
Subject: CAMA Major for Bridgeton Marine, LLC
Mr. Chiles,
Per our discussion on Monday, please find the link below to the guidance document for North Carolina Clean Marina
Program. If you have any further questions or concerns, please feel free to contact me.
htti): / /DOrtal.ncdenr.ore /c /document library /eet file? uuid= f67ec98a- ba36- 4bec- a3f9- 9d1584a7d4c0 &erouDld =38319
Thanks,
Anthony Scarbraugh
Anthony Scarbraugh
Environmental Senior Specialist
Washington Regional Office
North Carolina Department of Environmental Quality
Division of Water Resources — Water Quality Regional Operations Section
943 Washington Square Mall
Washington, NC 27889
(252) 948 -3924

Scarbraugh, Anthony
From: Scarbraugh, Anthony
Sent: Monday, October 12, 2015 10:34 AM
To: Burdette, Jennifer a
Subject: BSH Home Appliance Logistic Center C/O H &M Company (DWR Project 2005 -1071 V3)
Jennifer,
Upon review of the application for the reauthorization of the IC issued on July 6, 2015, 1 have no issue with the proposed
project.
Anthony
Anthony Scarbraugh
Environmental Senior Specialist
Washington Regional Office
North Carolina Department of Environmental Quality
Division of Water Resources — Water Quality Regional Operations Section
943 Washington Square Mall
Washington, NC 27889
(252) 948 -3924
********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
E -mail 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 statue or other regulation.
********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **

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CAMA PERMIT APPLICATION
for
BRIDGETON MARINE LLC
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103 D STREET, BRIDGETON
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OWNER/UENELMEa ENGINEER /SURVEYOR
BRIDGETON TOWNSHIP 2 CRAVEN COUNTY NORTH CAROLINA
BRIDGETON MARINE LLC ROBERT M. CHILES, P.E.
DAT> :
7 -15-2015 ROBERT M. CHILES P.E.
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RALE TRIWOR CIRCLE BOBS h CONSULTAN'f5
RALEIGH, NORTH CAROJNA 27803 P.O. P.o. BOX 34se
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ENGINEERS AND CONSULTANTS
20,5036
NEW BERN, NORTH CAROLINA 28564 -3496
JOB NO.
417 A BROAD STREET
(252) 637 -4702
SCALE:
1" = 300' NEW BERN, NORTH CAROLINA
252- 637 -4702
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DATA
TMAL CMMMM ACWAGE 169 ACM
/ TO SCALE: 1" = 100'
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VICINITY MAP
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1 D® BOON =3. PAGE 0280
4. DEW BOOK 20106 PAGE 12
1. Ll-U Q L11--L24 ALM FADE OF BRAIGEAD
2. PROPERY SUM= TO NDM RrAR WMAN BUFFER MAM
1 AREA BY 0DORD 70
4. ALL DISTANCES ARE NORRANTAL ONOOD DISTANCES
4 M PROPERTY LIES WnW 20IE AE PER FLOOD 1"ANCE
RATE NAP 3710060WOL UTEMW DATE ALY Z 2004.
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—qiEET 2 OF 4 EXISTING CONDITIONS
CAMA PERRIT APPLICATION
for
BRIDGETON MARINE LLC
ma
103 D STREET, BRMGEMN
_
MR
GFTON TOWNSH P 2 Q� Ayp (:AUNTY Nd1RTH CAR(NJ 1V _.
owNER/DEVFL OPER
tIRDGETW NAiRE 11C ROBERT tL CHM P.E DATE -7-1s
-2015 ROBERT M. CHILES, P.E,.
17001itt1A1L1 CROE ENMEM A OONSILTANTS
ENGINEERS AND CONSULTANTS
°L NaRn1D1t x°06 � emI ,pR,N CAROAIA 28604 -3400 JOB N0.
2015036 417 A BROAD STREET
(202) 037 -Q02
1. 50' BERN, NORTH CAROLINA
252 - 637-4702
2i2-637-4702

t � REDUCED
3.
0 1.5" LAG BOLT w/ WFAF SURF A 4" EACH
2 '/";2 SPACER
1 SQUARE FENDER WASHER R5.5"
TYPICAL EACH END OF 2x8
x 2' x 7- SPACER BLOCK- /1/2° PLATE FORMED INTO ANGLE
1.4' x 2* x 48.5- SOLID STEEL BAR
1.4" x 2° x 7' SOLID STEEL 2x8 WEAR SURFACE-�-
1/2' PLATE FORMED INTO 90' ANGLE SPACER BLOCKS SPACED, 48" O.c;l"'
ONE LEG ROLLED BETWEEN EACH SOLID STEEL BAR W12x26
AND 1/2- PLATE ANGLE
3r-S'
zr-r 4-r 2W-1" 4!-r
25- -31/2' S-7'
1/2- PLATE
2x8 WEAR-SURFA (SEE DETAILS ABOVE) 2x8 WEAR �SURFACEI
�x
2x6 DECKING
4.5"x4.5"x86' SOLID STEEL BAR 4.5x4.5"40' SOLID STEEL BAR (�7 W11 'J�:ACE BETWEEN
2x -6 JOI ITF- FLANGES-TYR
EL 4.75
*0 GROUT HOLE-TYP.
GALV. STEEL tCAPA 25 5/8-0 THRU BOLTS w/ FENDER WASHERS 1,6. Li
12*0 PILING ARRAY
ARRAYS POSITIONED 8' D.C. TYP.
WATER LEVEL EL 0.5'-1.0'
1.4'x2N48.5" SOLID STEEL B
e--w O.C. / 4'-e 4!--W O.C.
3'-r 2x8 �J/SSLIRFACE
4.5"x4.V'x5O' SOLID STEEL BAR�
1/4" STEEL GUSSET PLATES WELDED TO CAP & I-BEAM-TYP . W12x26 4' 3- EACH
ALV. STEEL CAP BEAM
A325 5/8-0 THRU BOLTS w/ FENDER WASHER
10 *0 GROUT HOLE-TYP. 3' EACH
00 4.5* ST. B 0 W12x26 BEAM
T 2x26 6' EACH
BEAM
01 EACH
BEAM
1 7" BOTH
NOTES
1. ALL LUMBER TO BE TREATED FOR WATER CONTACT ENDS
2 ALL STEEL, FASTENERS & WASHERS TO BE GALVANIZED Al-
3' ALL W12x26, GUSSETS AND 4.5x4.5 TO BE 50 KSI 1*0 GROUT HOLE-TYP. t 05 3 S
4.
PILES TO ACHIEVE 15 TON CAPACITY EACH, MIN. TYPICAL PILING ARRAY DETAIL
1/2' THICK GALV. STEEL CAP T
3 PILE SETS INLAND FROM BULKHEAD SHEET 4 OF 4
PAVEr. APRON TYPICAL PILING CAP DETAIL
31,C - l'-O* CAMA PERMIT APP11CATION
8' (TYP-) W12x26 NOT YET ED for
DETERMINED BRIDGETON MARINE LW
EL 4.40'/l EL 4.75 1 103 D STREET, BRIDGETON
0
rl F .1 E)as-nNG GRADE OYMER/DEVELOPER
_T
F-.
BRIDGETON MARINE U-C
1200 TRILLIUM CIRCLE
PIER- RALEIGH, NORTH CAROLINA 27806
m -GRAVEL FILL TO TOP (OF PIER BRIDGETON TO.WNSH P.2 ...CRAVEN COUNTY NORTH CAROLINA
z ENGINEER /SURVEYOR
ROBERT M. CHILES, P.E. DATE: 7-15-2015 ROBERT M. CHILES, P.E.
ENGINEERS SULTANTS ENGINEERS AND CONSULTANTS & CON
CROSS SECTION AT BULKHEAD P.O. BOX 3496 JOB No. 2015036 417 A BROAD STREET
N.T.S. NEW BERN, NORTH CAROUNA 28564 -3406
(252) W-4702 NEW BERN, NORTH CAROLINA
SCALE: 3/8" = l'-O* 252-637-4702
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