General Permits (3763)

CERTaF1Y�4T1ON :OF EXEMPTION
FROM REQUIRING A CAMA PERMIT Cd�
as authorized by the State of North Carolina,
Department of Environment, Health, and Natural Resources and the Coastal Resources Commission
in an area of environmental concern pursuant.to.-1.514GAC Subchapter 7K-.0203.
Applicant Name
Address c
City
Project Location (County,
Type and Dimensions of Project
Phone Number
cip - Sys i
The proposed project to be located and constructed as described This certification `of�exemption from requiring a CAMA permit is
above is hereby certified as exempt from the CAMA permit re- valid for-90.days from the date of issuance. Following expiration,
quirement pursuant- to-1.5-KCAC,K�0203, This exemption to a re-examination of the project and project site may be necessary
CAMA permit requirements does not alleviate the necessity of to continue this certification.
your obtaining any other State, Federal, or Local authorization.
SKETCH (SCALE: �;, -.w )
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Any person who proceeds with a development without the con-
sent of a CAMA official under the mistaken assumption that the
development is exempted, will be in violation of the CAMA if there
is a subsequent determination that a permit was required for the
development.
The applicant certifies by signing this exemption that (1) the ap-
plicant has read and will abide by the conditions of this exemp-
tion, and (2) a writtenstatement_has been -obtained fromadjacent
landowners certifying-. that they -have ..no--objections—to_-the
proposed. work.
,1 �
App -canPsIs 4natur
7. l�cI
CAMA Official's sign ture
Issuing date
9. 2., - 17
Expiration date
Attachment: 15 North Carolina Administrative Code 7K .0203

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WOOD
13REAK WATER

NORTH CAROLINA EASEMENT AND INDEMNIFICATION
AGREEMENT
CARTERET COUNTY
This Easement and Indemnification Agreement is entered into as of the 30th day of
January, 1997, by and between BRANDYWINE MARINA ASSOCIATION (THE
"ASSOCIATION") and DONNA F. HADDOCK ("Haddock")
WITNESSETH:
A. Haddock is the owner of Lot 1 (herein "Lot 1 ") and Lot 2 (herein "Lot 2") Bay Harbor
Village, Phase II, Map One, as shown on a map recorded in Book of Maps 25, Page 35, Carteret
County Registry ("Lot I ").
B. The Association desires an easement, (which is in addition to the existing easement
defined in the Declaration of Covenants, Conditions and Restrictions of Brandywine Marina
recorded in Book 576, Page 379, Carteret County Registry), for the purpose of replacing and
repairing the existing bulkhead located along the western line of Lot 2.
C. The Association also desires to obtain permission from Haddock to perform
maintenance dredging of the channel and marina basin adjacent to Lot I and Lot 2.
NOW THEREFORE, in consideration of $10.00 in hand paid by the Association to
Haddock, the promises contained herein, and other good and valuable consideration, the receipt
and sufficiency of which is hereby acknowledged by the parties hereto, Haddock and the
Association agree as follows:
1. Easement. Haddock hereby grants and conveys to the Association a temporary
easement which shall not run with the land to enter onto Lot 2 and to disturb the soil on Lot 2 for
the purpose of repairing and replacing the bulkhead along the western line of Lot 2. This
easement shall terminate on September 30, 1997.
2. Restoration and Indemnification. The Association agrees to use its reasonable best
efforts to disturb Lot 2 as minimally as possible. Upon completion of the repair and replacement
of the bulkhead along the western line of Lot 2, and in any event on or before September 30,
1997, the Association will restore Lots 2 to its condition prior to the beginning of replacing and
repairing the bulkhead along the western line of Lot 2. The Association further agrees to replace
or compensate Haddock for the loss of any trees located on Lot 2 outside the existing 20 foot
utility and maintenance easement.

3. YndemniPtcation. The Association agrees to indemnify and hold harniless
Haddock and Haddock's heirs, successors and assigns, from and against any and all loss, costs,
expenses, and damages, including reasonable attorney's fees, arising out of the repair and
replacement of the bulkhead along the western side of'Lot 2. This indemnification shall survive
the termination of the easement granted herein.
4. Consent to Dredging. Haddock hereby consents to maintenance and dredging of
the channel and marina basin adjacent to Lot 1 and Lot 2.
Haddock and the Association have executed this Easement and Inde.nu0cation
Agreement as a sealed instrument as of the day and year first above written.
-(SEAL)
Donna F. Haddock
BRANDYWINE MARINA ASSOCIATION
i
ATTEST:
Secretary
[CORPORATE SEAL]
R,gLX-4 M

BRANDYWINE MARINA ASSOCIATION
BRANDYWINE BAY, MOREHEAD CITY, NC
January 21, 1997
Mr. Spaulding Craft:
As you are aware, we are in the process of obtaining bids and permits to replace the east wall at
the Brandywine Marina which was significantly damaged as a result of the two hurricanes this
past summer. This bulkhead/retaining wall is adjacent to your western property line. There
exists a 20 foot easement along the western side of your property granted to the Brandywine
Marina Association for maintenance and repair. The plans for this project, which you have
reviewed, were drawn by von Oesen Engineering and call for significant work to be performed
within this 20 foot easement.
Do to the scope of this project and the requirement for the location of the concrete deadman at
the 20 foot easement limit, we are sure that the soil somewhat beyond the easement will also be
disturbed. We will make all efforts to keep this additional encroachment to a minimum.
Additionally, three to four individual pine trees within this easement may be lost due to having
the soil around them disturbed.
On completion of the wall reconstruction, we plan to do maintenance dredging of the channel
and the marina basin where necessary. The quantity of dredge will be a maximum of 1000 cubic
yards. In order to obtain a CAMA maintenance dredge permit we require your permission as an
adjacent property owner.
This purpose of the letter is to formally appraise you of the reconstruction project, our intent to
to have heavy machinery working on your property within the our easement, to ask your
permission to disturb the soil beyond the 20 foot easement to complete the project, and to
receive for CAMA your approval to perform maintenance dredging. The timing for the above
mentioned projects is expected to be within the next five months with anticipated completion
prior to the end of June 1997.
We will make all efforts to minimize the disturbance to your property, particularly beyond the 20
foot easement. As you would expect, it will be put back to its original state on project
completion.
The Marina Association appreciates your cooperation and approval of these projects.

Sincerely,
Larry Hoffman, Treasurer
Brandywine Marina Association
PO Box 1062
Morehead City, NC 28557
APPROVAL FOR ENCROACHMENT BEYOND 20 FOOT EASEMENT
Mr. Spaulding Craft:-
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APPROVAL MAINTENANCE DREDGING MARINA BASIN AND CHANNEL
Mr. Spaulding Craft:
Date: / " Z 2 - T?

HENRY VON OESEN & ASSOCIATES
Wilmington, Consulting Engineers North Carolina OF
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5101 MARINA PLAN
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WAT R SYSTEM
REMOVE ALL HOSE IBBS, FIXTURES,
DRAINS, VALVES & '``PIPING PRIOR TO ELECTRICAL SYSTEM
DEMOLITION & CONSTRUCTION. REMOVE ALL. BOXES, LIGHTS, RECEPTACLES, CONDUCTOR
REINSTALL_ AFTER ^JEW BULKHEAD & CONDUIT IN PHASES TO ALLOW USE OF FACILITIES
& PIER IS IN PLACE. � 8' k WHERE NO WORK. IS UNDER WAY. REINSTALL Af TER
-� ----NEW BULKHEAD IS IN PLACE.
SUPPOF T EXIST. CATWALK
' DURING DEMOLITION, REMOVAL
I I I & REPLACEMENT OF BULKHEAD
I ___2X8 4 18" �: & PIER REFASTEN TO NEW
--•------------------ SMIT - - •-
GEAR BOXES & ALL PRIVATE -
APPARATUS WILL BE REMOVED --- -- --- �"
PRIOR TO CONSTUCTION -- -�
BY OWNER ��-�- (2)2X10
STORM DRAIN SYSTEM ---' • 0 MLW
REMOVE AS NECESSAR r TO ALLOW _ --- --!
NEW TIE ROD ANCI-IOR
NEW CONSTRUCTION &: PROVIDE_ - �
-----NEW TIE ROD FOR BYPASS OF STORM DRAINAGE -"-8" ROUND & SQUARE
PILES 4 VARYING SPACING
DURING CONSTRUCTION
-- NEW BULKHEAD & PIER -`--
'- '- - -�- - OLD WOOD BULKHEAD
REMOVE ALL EXIST. MA >•'L_ WHICH
FALL IN LINE OR INTEI FERE WITH - �--- ---.-----"----WOOD SHEET PILES
NEW WORK OR WILL BE EXPOSED — --
ABOVE NEW FINISHED ORADES - '------6X6 WOOD PILE
OR BASIN BOTTOM (MUD LINE)
•/--SUPPORT EXIST. CATWALKS --- - ----
DURING DEMOLITION, REMOVAL
& REPLACEMENT OF BULKHEAD, S 10 2 EXISTING SECTION BULKHEAD & PIER
REATTACH TO NEW SC ALF 1/4"
NEW BULKHEAD & PIER
REMOVE AND REPLACE
PIER & BULKHEAD
258 LIN. FT.
EW TIE ROD
EW TIE ROE) ANCHOR
REINSTALL DRAINAGE PIPE AFTER BULKHEAD I�
IN PLACE AND POUR 12"0 COLLAR AROUND-�
II,,,yy►►PIPE BEHIND SHEET PILE. I
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_. 3/4"0 X 24' GALV. ROD & O.G. WASHER ® 4'-0„ O.C.
REINSTALL WATER PIPE BEHIND BULKHEAD
W/ 12" EARTH COVER & PROVIDE NEW
HOSE BIBB FOR EACH 2) SLIPS
CONTIN. LAYER OF
FILTER FABRIC FROM —
TOP TO EL. 0.0
S105--
4X6-
PX614.OG-
L60.33-
1%
REINSTALL LIGHTS, ELEC. SERVICE, POSTS
& NEW CONDUCTOR IN PVC CONDUIT
IEL_+7'_f MATCH EXISTC
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N2X8 ® 18"
IEL._3 -8 ((MATCH EXIST.)
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PVC SHEET PILES
16'-TYPE 400--SHOREGUARD
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S103 PROPOSED BULKHEAD & PIER
SCALE: 1 1" = 1'-0"
22'-0" TO FRONT
FACE 0_F� SHEET PILE
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BACKFILL & COMPACTT N J RONT
FACE OF ANCHOR PRIOR TO
j BACKFILL AGAINST BULKHI AD
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NUT & CULT WA --,HER @ ANCHOR
END & O.G. WASHER ® PILE END
H.D. GALV.
S104 SECTION TIE ROD ANCHOR
6„ 6„ 10„o
2X12 W/ C" KERF
CUTS ON BUT.
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2X8 W/ 1/2"0 X 21/2„
BOLT 2'--0" t _I I I�:,� I ��-1 C Ii_ ( ADD 2X10 ® EA.
III _.I HOSE, PIBB, LIGHT
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REINSTALL WATER -6X6
PIPING & HOSE BIBS Z0 G. WASHER
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�S9y"0 BOLT, ,
GENERAL NOTES
1. DESIGN LIVE LOAD 50 PSF ON PIER
2. BULKHEAD DESIGN LOADS:
GROUND WATER - 3' BELOW TOP
SAT. EARTH BELOW 3'
DESIGN TOE (LOWEST ALLOWABLE MUDLINE) 12' BELOW TOP
3 CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED INCLUDING
CAMA PERMIT AND BUILDING PERMIT
4. CONSTRUCTION LAYOUT SHALL BE BY THE CONTRACTOR
FROM BENCH MARKS AND BASE LINES ESTABLISHED
BY THE CONTRACTOR.
5. CONTRACTOR SHALL INCLUDE IN HIS RID PRICE THE
COST OF ACCESS TO THE SITE AND NECESSARY
DEMOLITION & PROPER DISPOSAL OF DEMOLISHED
MATERIALS.
6. FILL: EARTH FILL SHALL BE STORED CLEAR OF THE
WATERS EDGE & ANY MATERIAL WHICH HAPPENS TO GO
IN SHALL BE PROMPTLY REMOVED FROM THE WATER.
CONTRACTOR SHALL PROVIDE AN'Y ADDITIONAL FILL
REQUIRED FROM SOURCES OFF THE SITE.
7. COMPACTION. COMPACT BY ACCEPTABLE MEANS TO
THE FOLLOWING PERCENTAGE OF DENSITY AT OPTIMUM
MOISTURE CONTENT.
SUBGRADE (UPPER 12"): 95 PERCENT
FILL AREAS: 95 PERCENT
8 PILING: KING PILES — 10"-12"0 X 25'
PIER PILES - 8" X 16'
9. SHEET PILING: TYPE 400-PVC BY SHOREGUARD
10. BULKHEAD LUMBER:
CAP: NO 1 S.Y. PINE, DRESSED, PRESSURE TREATED TO
0.40 LB/CF WITH CCA.
DECK, MISC.: NO 2 S.Y. PINE DRESSED, PRESSURE
TREATED TO 0.40 LB/CF WITH CCA,
WALER�: NO S.Y. RiNE (ROUGH DIMENSION); OR DRESSED
PRESSURE TREAT TO 2.50 LB/CF WITH Ct A
PILING: S.Y. PINE; PRESSURE TREAT WITH CCA TO
2,50 LB/CF NET RETENTION PER AWPB MP-4.
11. ALL HARDWARE AND NAILS SHALL BE HOT DIP GALVANIZED
UNLESS NOTED OTHERWISE, USE CUT WASHERS UNDER ALL
BOLT HEADS AND NUTS, NAIL SIZES AND NUMBER ARE
NOT SHOWN. USE ACCORDING TO GOOD CARPENTRY PRACTICE.
12. DRILL UNDERSIZED HOLES FOR NAILS IN SMALL MEMBERS
AS NECESSARY TO PREVENT SPLITTING.
CONTIN. LAYER OF FILTER
FABRIC FROM TOP TO EL. 0.0 - - --
PVC SHEET PILES--
16'-TYPE 400
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SCALE: 3/4" - 1'--O"
-2X8
,. _2X8
2X10
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ADD 2X10 X 10'
W/ 5/8"0 BOLT
@ EACH CATWALK
REVISIONS
DATE GCN.IMENT
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DESIGNED BY'
CED
DRAWN BY
H CHECKED BY
CED
QUALITY CONTROL:
CED
FILE NUMBER,
4556
SCALE
INDICATED
DATE 11 /27/96
SHEET NUMBER:
Sol
OF