HomeMy WebLinkAbout91-96 Letter of Refinement 1/2019 Bald Head Island Limited LLCROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Direcaar
Bald Head Island Limited, LLC
c/o Bruce Marek
5489 Eastwind Road
Wilmington, NC 28403
marekyd@ec.rr.com
Dear Mr. Marek,
NORTH CAROLINA
Environmental Quality
January 17, 2019
This is with reference to the request received by Tara MacPherson, Field Specialist, to refine State
Permit No. 91-96, which was issued to Bald Head Island Limited, LLC on 6/3/96 for the
construction of Deep Point Marina located adjacent to the Cape Fear River/AIW W, in Southport,
Brunswick County. State Permit No. 91-96 has been modified, refined, and renewed several times
since issuance. State Permit No. 91-96 is due to expire on December 31, 2020.
The action proposed in your submittal is to install one (1) 2'x3'x7.25" thick concrete footing
adjacent to the bulkhead cap, which will be located within the 30' coastal shoreline buffer. The
stated purpose of the footing is to anchor a tug for the Bald Head Island barge.
Upon reviewing the information provided, the Division of Coastal Management has determined
that the proposed action is consistent with existing State rules and regulations and is in keeping
with the original purpose and intent of the permit. This Letter of Refinement authorizes the
modification of State Permit No. 91-96 as described in your letter, dated January 15, 2019 and one
(1) workplan drawing dated January 15, 2019. Please note this refinement does not alleviate the
need to obtain any other local, state or federal permits.
If you have any questions concerning the above or if I can be of any other assistance, please advise.
Sincerely,
nn i
Debra D. Wilson
Wilmington District Manager
cc: MHC Files/WiRO Files, DCM
Liz Hair, USACE
Chad Coburn, DWR
D_ Q2�
RECEIVED
JAN 2 5 2019
DCM-MHD CITY
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1 127 Cardinal Drive Extension I Wilmington North Carolina 28405
910.796,7215
Bruce Marek, P.E.
5489 Eastwind Rd. Wilmington, NC 28403
910-799-9245; coil910-228-2484
January 15, 2019
Ms. Tara MacPherson
NCDEQ CAMA
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: CAMA 91-96 Deep Point Marina Letter of Refinement Request for addition of CMU Block Riser for
Existing Tug Shore Power Pedestal
Bald Head Island Limited, LLC requests to submit for a Letter of Refinement to CAMA 91-96 for the Deep
Point Marina, 1301 Ferry Road, Southport, Brunswick County. The existing shore power pedestal for the
Tug at the barge landing is not sufficiently structurally anchored at its present location at the waterward
end of the appx 6' x 90 If wood walkway. I am proposing a 2'x3'x7.25" thick concrete footing adjacent
to the bulkhead cap, then with a series of 8"x8"xl6" nominal CMU Blocks to raise the pedestal to an
appropriate height for use by the tug. Bald Head Island Limited, LLC's licensed electrician will assist in
siting and designation of number of block courses.
It is a water dependent item with the 30' marina buffer and 75' marina AEC.
I am submitting 5 color originals, 11 "xl7", with a seal date of 1-14-19 of the LOR Dawing
Please e-mail me the LOR once it has been processed. marekyd@ec.rr.com.
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Bruce Marek, P.E.
Cc: Bill Mack, Bald Head Island Limited, LLC Planning Department
Ben Traynham , Bald Head Island Marina Harbor Master
RECEIVED
JAN 2 5 2019
DCM-MHD CITY
ROY COOPER
Governor
MICHAEL S. REGAN
secretary
BRAXTON C. DAVIS
Director
NORTH CAROLINA
Environmental Quality
TO: Courtney Spears
Assistant Major Permits Coordinator
FROM: Tara MacPherson
Field Specialist, Wilmington
w
THROUGH: Debra D. Wilson v
District Manager, Wilmington
DATE: January 15, 2019
SUBJECT: Modification Request
State Permit No. 91-96 Deep Point Marina
Bald Head Island Ltd, LLC
Brunswick County
Mr. Bruce Marek has submitted a request to modify State Permit No. 91-96, which was originally issued to Bald Head
Island Limited on June 3,1996 for excavation and marina construction at Deep Point Marina adjacent to the Cape Fear
River. This permit has been continually renewed and modified. The most recent refinement was issued on June 6,
2017 for the installation of dolphin and timber pilings within the manna. The most recent renewal was issued on
December 6, 2018 and is due to expire on December 31, 2020.
The permittee is requesting authorization to repair and support the existing failing bulkhead between slips A-1 and B-
2 by installing a 64 ft. long by 5'8" wide concrete pier with piling support watenvard of the existing wall (see Sheet Cl
and C2). A 647" long by 8 ft. wide wooden deck is proposed over the concrete supporting pier that would connect to
the existing boardwalk via 5 ft. long by 6 ft. wide walkways on either side of the wooden deck. The applicant states
that the entire 180 linear ft. long by 6 f.t wide wooden walkway would also need to replaced between A dock and B
dock.
The permittee has submitted a check (#1681) in the amount of $100.00 for the modification. This office has no
objection to this modification request, provided all other local, State and federal regulations are adhered to.
By copy of this memo, DCM is requesting that the USACE, DWR, NC DMF and NC WRC provide any comment
that your agency may have on the proposed project to Courtney Spears of DCM's Wilmington office within 14
days of receipt of this memo.
Enclosures
cc: WiRo//nw-C, Liz Hair, USACE Chad Cobum, DWR RECEIVED
Curt Weychert, NC DMF Maria Dunn, NC WRC
�l JAN 2 5 2019
D ��� DCM-MHD CITY
North Carolina Department of Environmental Quality I Division of Coastal Management
Wilmington Office 1127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.72t5
Bruce Marek, P.E.
5489 Eastwind Rd. Wilmington, NC 28403 RECEIVED
910-799-9245, cell 910-228-2484
January 14, 2019
Ms. Tara MacPherson JAN 2 5 2019
NCDEQ CAMA DCM-MHD CITY
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: CAMA 91-96 Deep Point Marina Minor Mod Request for A-B Dock Bulkhead Structural & Aesthetic
Repairs
Bald Head Island Limited, LLC requests to submit for a minor modification to CAMA 91-96 for the Deep
Point Marina, 1301 Ferry Road, Southport, Brunswick County. Wth the record 100+ inches of rain to
southeast North Carolina in 2018, we have noticed an outward migration of a section of the marina
bulkhead cap/wall, i.e. a bulge. At this time it is minor but picked up during a site visit. Likewise, the 6'
wide wood boardwalk, with edges at 5' and 1 1' landward of the water side of the bulkhead cap has
developed an observable list. i.e. it is no longer level/horizontal.
This segment of the marina wall is near to the harbormaster swimming bool and multiple retaining wall
segments. Marina fuel (diesel and gas) lines, water, lighting and electric all run in the 30' marina buffer.
There is no easy access to the marina roads for operation of necessary equipment to effect a landside
repair. Thus internal discussion with my client has led us to a waterside repair approach of a 64' long by
5'8" wide x appx 2' thick (to match existing cap thickness) concrete pier, with 6 two pile bents spaced
at 12' on center. The waterward most 6 piles are shown battered at 3:12 = 14 degrees. The closer to
the bulkhead piles are shown vertical, but the pile cont4ractor has indicated that he feels that he can
get some batter to them, and to try to wedge the wall/bulkhead cap back to vertical.
I am submitting/have submitted 5 color originals, 11"xi7", with aseal date of 1-14-19 of drawings Cl
and C2. Additionally, I am submitting/have submitted my check #1681 for $100 the minor mod fee.
I have indicated that the 12 piles be coal tar epoxy coated steel piles, 14" o.d. x 0.50" i.d. with a minimum
length of 30', and maximum purchased length of 40'. The contractor is looking at oil line piping out of
Texas/Louisiana, so it will be a price/availability decision by my client with my input. These are similar
piles to the Bennett Brother Travel Lift Pier in Wilmington, although theirs are 45' long for a future Travel
Lift rated at 100 tons. Concrete piles would also be acceptable. My note #7 on sheet C 1 also indicates
a possible use of helical earth anchors (Ram Jack or similar), in case a water side installation is deemed
to be effective
You are well aware of the aesthetic requirements of Bald Head Island Limited, LLC. My submitted
engineer rectangles don't do justice to the more creative efforts of the Planning Department. I feel that
the best method of making this wall reinforcement not noticeable is to turn it into a preservative treated
wood quasi -observation deck. Which then leads to having rails per the NC building code. Drawing C1
shows the overview/location, while C2 indicates my proposed details. The wood deck is shown as appx
64'-7" x 8', 1 also show two 6' wide connector boardwalks at 90 degrees to the existing walkway. This
may be sloped at 1: 12 max (handicap slope) to better connect to standard lumber sizes. The wood
walkway, built in appx 2009 will need to be repaired or totally replaced, for a length of about 180 If.
P'(H CAq '.
Bruce Marek, P.E.
Cc: Bill Mack, Bald Head Island Limited, LLC Planning Department ISM ` ! /
Ben Traynham , Bald Head Island Marina Harbor Master ems,
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6'x18O't EXISTING WOOD WALK:
I TO BE REPAIRED OR REPLACED TO MAKE HORIZONTAL
REBAR NOT
SHOWN FOR
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Conc Pier 64 ± _I
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Scale: 1"=20' on 11"x17"
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4X4 OR SXB IN FINAL DESIGN
Scale: 1 " —10' on 11 " X 1 fry " ALL FASTENERS HOT DIPPED GALVANIZED OR BETTER
(LE. ST STEEL OR SPECIALTY COATED)
FINAL DESIGN
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RED ITEMS ARE PROPOSED STRUCTURAL PIER
BLUE ITEMS ARE EXISTING WOOD BOARDWALK
WHICH NEEDS REPAIR OR REPLACEMENT
MAGTENTA ITEMS ARE PROPOSED "COSMETIC' WOOD PIER
CAP DECK AND CONNECTING D' WIDE WOOD BOARDWALK
SECTIONS, INCLUDING RAILS & )MC.
A-B Dock BLkd Structuro'L&Aesthetic Repairs
Minor Modification Request Drawing
Deep Point Mar 1 na; puat)4�p�ort, NC
Eastw 1 nd Rd, W i
RECEI�
JAN 2 5
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JAN 14 2019
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DEEP POINT MARINA v UG LANDIe
1301 FERRY ROAD
SOUTHPORT, NC 28461
BRUNSWICK COUNTY
CAMA 91-96
BALD HEAD ISLAND LIMITED, LLC
LETTER OF REFINEMENT DRAWING
FOR CONCRETE/CMU BLOCK RISER
FOR TUG/BARGE SHORE POWER
PEDESTAL, WITHIN THE 30' MARINA
BUFFER & 75' AEC
Existing Tug shore power pedestal does not
have a firm structural mount: Propose
concrete footing and cmu block "riser" appx
as shown. Tie side into bulkhead cap if
possible.
9....... 10' zP' 30' b V'
u.W.n v eau W/a seas
NOMINAL 8"XB"318" CMU
�16
O II
O O 0 tiom
C Pattern 0 0 0 Bll� A Pattern
Cap It C Pattern
ii B Pattern
B Pattern Q Q Q It A Pattern
10010
11
water and electrical
conduits; verify size
A Pattern MOOO
L24"._I regd in field
licensed
F-24"i, electrician to
#5 Reber 4 places; Till hook up pedestal
with I bend or IIII A Pattern
nut & washer Illi C Pattern
IIII B Pattern
IIII
• ® • lino_ A Pattern
Cv�
• O • iul � 7.25"
—I (Form
I`--6with
solid fill four �`36 � 2xB's)
CONCRETE FOOTING: SAERETE OR
rebar cells with SIMILAR BAG CONCRETE. ADD
rout or concrete WATER PER BAG INSTRUCTIONS
BOTTOM OF FOOTING AT 12"
BELOW NATURAL GRADE
OPTIONAL USE WWFAT 3" ABv BTU
i SEAL g
typical Shore Power \Pedestal. 15684
to —Mount to top of new CMU ••
Rock Riser " 9(�•'•Fi�r Q: • �/.
Bruce Marek, P.E. M
Q!NE.
5489 Eastwind Rd gES E
Wilmington, NC 28403
910-799-9245
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