20071753 Ver 1_Other Agency Comments_20090126

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Permit Number
Permit Class p?,-3 F O`1 - 1'1S 3
fl g 12-09 M
NEW
STATE OF NORTH CAROLINA
s Department of Environment and Natural Resources
and
Coastal Resources Commission
AN 2 f 209 f
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DEAR. M1Rt
',?kT1?3fD`? AND STORE"4??7E?` BRPIIDH ti
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
f
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Alf-Fe Bal Gra Harbor, LLC,13801 Reese Boulevard, Suite 150, Huntersville, NC 28078
Authorizing development in Bertie County at add to Chowan River/Albemarle Sound, 435
Bal Gra Rd Merry Hill , as requested in the permittee's application dated 914/07 , including attached
workplan drawings (8) as referenced in condition number 1 of this permit.
This permit, issued on January 22, 2009 is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
ka crnhiart to finPC imnricnnment or civil action: or may cause the permit to be null and void.
1) Unless specifically altered herein, all development shall be carried out in compliance with the attached list
of workplan drawings: 2 dated 4/18/06, sheets 1 through 6 of 6 dated 9/4/07, and the attached letter from
the permittee's authorized agent dated 7/1/08.
Archaeological Assessment
2) Prior to initiation of any ground disturbing activities within the project area, the permittee shall arrange
for an archaeological survey and assessment of site 31BR44** in terms of the NRHP. If the site is
determined to be eligible for the NRHP, the permittee shall determine whether site 31BR44** will be
adversely affected by the project activities; and if so, to develop and implement an appropriate mitigation
plan. Two copies of all resulting archaeological reports, as well as one copy of the updated site form,
shall be forwarded to the Office of State Archaeology (OSA) for review and comment as soon as they are
available and in advance of any construction or ground disturbance activities authorized by this permit.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DENR and the
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
This permit shall be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work shall cease when the permit expires on
December 31, 2012
Chairman of the Coastal Resources Commission.
v (?
James H. regson, Director
67 Division of Coastal Management
This permit and its conditions are hereby accepted.
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program. Signature of Permittee
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Alf-Fc Bal Gra Harbor, LLC Permit # 12-09
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ADDITIONAL CONDITIONS
f Bulkhead and Riprap
3) The alignment of the authorized bulkhead and riprap shall be staked by the permittee and approved by a
representative of the Division of Coastal Management within a maximum of 30 days prior to the start of
any construction. Failure to initiate construction within 30 days, or erosion of the shoreline by adverse
t
weather conditions shall require the alignment to be restaked by the permittee and re-approved by DCM
within a maximum of 30 days prior to the new expected start of construction.
4) The bulkhead alignment shall be located landward of the normal water level.
5) The bulkhead shall be constructed prior to any backfilling activities.
6) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.
7) The bulkhead shall be solid and constructed of or treated wood, concrete slabs, metal or vinyl sheet piles
or other suitable materials approved by department personnel. No excavation is permitted except for
that which may be required for the construction of the bulkhead wall, riprap, deadmen cables, etc. This
permit does not authorize any excavation waterward of the approved alignment.
NOTE: The "redi rock" material proposed for the bulkhead are considered to be a suitable material for
the purpose of this Permit. However, the permittee is encouraged to implement appropriate
cautions to ensure the long-term integrity of the bulkhead. Failure of the bulkhead may lead to
unauthorized filling or other impacts to adjacent waters or wetlands, which could contravene
state water quality standards, thereby violating law.
8) The riprap shall be located immediately waterward of the authorized bulkhead and shall extend no more
than 6 feet waterward of the authorized bulkhead.
9) The riprap material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to
prevent its movement from the approved alignment by wave or current action.
10) The riprap material shall consist of clean rock or masonry materials such as but not limited to granite,
marl, or broken concrete.
11) The backfill material shall be clean and free of any pollutants except in trace quantities.
12) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
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Alf-Fc Bal Gra Harbor, LLC
4
ADDITIONAL CONDITIONS
Riprap Groins
Permit # 12-09
Page 3 of 5
13) In accordance with 15A NCAC 07H.0208(b)(9)(A), and in accordance with commitments made by the
permittee in the attached letter dated 7/1/08, the authorized groins shall not extend more than 25 feet
waterward of the normal water level and shall have a base width of no greater than 10 feet.
14) Except as modified by this permit, the alignment of the authorized 13 rock groins shall adhere to that
depicted on the attached workplan drawings. Any proposal to change the authorized alignment may
require permit modification. Contact a Division Representative at [phone] for this
determination.
15) The groins shall be set back a minimum of 15 feet from the adjoining property line and the riparian
access dividing line. The line of division of riparian access shall be established by drawing a line parallel
to the channel or deep water, then drawing a line perpendicular to the channel line or deep water line
that intersects with the shore at the point where the upland property line meets the water's edge.
16) The height of the groins shall not exceed 1 foot above the normal water level.
Stone Sill
17) The dimensions of the sill shall not exceed 92 feet in length and 15 feet in width. The alignment of the
authorized sill shall adhere to that depicted on the attached workplan drawings.
18) The alignment of the authorized sill shall be staked by the permittee and approved by a representative of
the Division of Coastal Management within a maximum of 30 days prior to the start of any construction.
Failure to initiate construction within 30 days, or erosion of the shoreline by adverse weather conditions
shall require the alignment to be restaked by the permittee and re-approved by DCM within a maximum
of 30 days prior to the new expected start of construction.
19) The height of the sill shall extend six inches above the normal water level
20) The sill material shall be free from loose dirt or any pollutant. It shall be of a size sufficient to prevent
its movement from the approved alignment by wave or current action.
21) The sill material shall consist of clean rock or masonry materials such as but not limited to granite, marl,
or broken concrete.
22) Offshore sill sections shall be set back 15 feet from the adjoining property line and the riparian access
dividing line. The line of division of riparian access shall be established by drawing a line parallel to the
channel or deep water, then drawing a line perpendicular to the channel line or deep water line that
intersects with the shore at the point where the upland property line meets the water's edge.
23) The sills shall be marked at 50-foot intervals with yellow reflectors extending at least three feet above
normal high water.
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Alf-Fe Bal Gra Harbor, LLC Permit # 12-09 {
Page 4 of 5
ADDITIONAL CONDITIONS
i'
24) The permittee shall not claim title to any lands raised above the normal water levels as a result of filling
k
or accretion.
25) The permittee shall maintain the authorized sill in conformance with the terms and conditions of this
permit, or the remaining sill structure shall be removed within 90 davs of notification from the Division
of Coastal Management. Y
Upland Boardwalk
26) Unless specifically altered herein, this permit authorizes the upland boardwalk located immediately
landward of the authorized bulkhead, all as expressly and specifically set forth in the attached permit
application and workplan drawings. Any additional land disturbing activities and/or construction may
require a modification of this permit. Contact a Division of Coastal Management representative at (252)
946-6481 for this determination.
27) The boardwalk shall be a maximum of 6 feet wide. The boardwalk shall be slatted, wooden, and
elevated.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan shall be required for this project. This plan shall be
filed at least thirty (30) days prior to the beginning of any land disturbing activity. Submit this
plan to the Department of Environment and Natural Resources, Land Quality Section, 943
Washington Square Mall, Washington, NC 27889.
28) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.). At a minimum, a silt fence shall be properly installed immediately
landward of the bulkhead cap immediately following completion of backfilling activities.
General
29) The permittee understands and agrees that, if future operations by the United States requires the
removal, relocation, or other alteration of the structure or work authorized by this permit, or if in the
opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause
unreasonable obstruction to free navigation of the navigable waters, the permittee shall be required,
upon due notice from the Corps of Engineers, to remove, relocate or alter the structural work or
obstructions caused thereby, without expense to the United States or the state of North Carolina. No
claim shall be made against the United States or the state of North Carolina on account of any such
removal or alteration.
30) No vegetated wetlands shall be excavated or filled, even temporarily.
31) No open water areas shall be excavated or filled outside the alignment depicted on the attached
workplan drawings, or unless specifically altered herein.
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Page of
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ADDITIONAL CONDITIONS
32) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
33) This permit does not eliminate the need to obtain any additional state, federal or local permits, approvals
s or authorizations that may be required, including but not limited to a Stormwater Permit from the
Division of Water Quality, if required. 3
NOTE: Future development of the permittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination. The permittee is further advised that many non-water
dependent activities are not authorized within 30 feet of the normal water level.
NOTE: The N.C. Division of Water Quality has assigned the proposed project DWQ Project No. 07-
1753.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project under General Permit No.
198000291 (COE Action Id. No. SAW-2008-03264-108) which was issued on 7/11/08.
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