20110127 Ver 1_Email_20110818

Carrillo, Sonia
From: Ward, Garcy
Sent: Thursday, August 18, 2011 2:08 PM
To: Carrillo, Sonia
Subject: FW: B-4415 CAMA Permit Issued
Attachments: B-4415 CAMA Permit #60-11.pd1; CAMA Permit Conditions, B-4415.doc
11-0127
E-mail correspondence to and form this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Sollod, Steve
Sent: Monday, April 25, 2011 11:02 AM
To: Barnes, Veronica A; Rivenbark, Chris
Cc: Ward, Garcy; thomas.a.steffens(alusace.army.mil; Lane, Stephen
Subject: B-4415 CAMA Permit Issued
CAMA Permit #60-11 has been issued for B-4415. A copy is attached. The original will be distributed
shortly. Also, for your convenience, I have cut and pasted the conditions into a Microsoft Word document.
Steve
Steven D. Sollod
Transportation Project Coordinator
NC Division of Coastal Management
1638 Mail Service Center
Raleigh, NC 27699-1638
919-733-2293 Ext. 230

CAMA Permit Conditions for
Bridge No. 21 Replacement (TIP No. B-4415)
THIS IS NOT A PERMIT
For Convenience Only
Brid>ie No. 21 Replacement (TIP No. B-4415)
I) Unless specifically altered herein, all work authorized by this permit shall be carried out
in accordance with the following workplan drawings:
'/z size drawings: Fourteen (14) drawings dated 1/18/11, four (4) drawings dated
12/29/10, four (4) drawings dated 12/23/10, two (2) drawings dated
10/12/09, and one (1) drawing dated 10/6/09.
2) The installation of bridge piles shall be accomplished by pile driving and/or the use of a
vibratory hammer. Should the permittee and/or its contractor desire to utilize another
type of pile installation, such as drilled shaft construction or jetting, additional
authorization from DCM shall be required.
3) Pilings from the existing bridge, as well as any remnant pilings from previous bridges,
shall be removed in their entirety, except that in the event that a piling breaks during
removal and cannot be removed in its entirety, the piling may be cut off flush with the
bed of the water body and DCM shall be notified of each occurrence within one working
day.
4) The permittee shall exercise all available precautions in day-to-day operations to prevent
waste and/or debris from entering the adjacent waters and wetlands.
5) Debris resulting from demolition of the existing bridge, including deck components, shall
not enter wetlands or waters of the State, even temporarily.
6) Any waste materials or debris generated in the demolition and removal of the existing
bridge and/or construction of the new bridge or roadway shall be disposed of at an
approved upland site or shall be recycled in an environmentally appropriate manner
provided appropriate authorizations from any relevant state, federal, or local authorities
are obtained.
7) All excavated materials shall be confined above normal water level and landward of
regularly or irregularly flooded wetlands behind adequate dikes or other retaining
structures to prevent spillover of solids into any wetlands or surrounding waters.

8) Excavated material may either be used in fill areas associated with the project or shall be
removed from the site and taken to a high ground location.
9) No excavation or filling shall take place in any vegetated wetlands or surrounding waters
outside the areas indicated on the attached workplan drawings, without permit
modification.
10) All fill material shall be clean and free of any pollutants except in trace quantities.
11) The temporary placement or double handling of any excavated or fill material within
waters or vegetated wetlands is not authorized.
12) Live concrete shall not be allowed to contact waters of the State or water that will enter
waters of the State.
13) The permittee shall minimize the need to cross wetlands in transporting equipment to the
maximum extent practicable.
14) Construction mats shall be utilized to support equipment within wetland areas to
minimize temporary wetland impacts. These mats shall be removed immediately
following project completion.
15) Construction staging areas shall be located only in upland areas, and not in wetlands or
waters of the State.
16) There shall be no clearing or grubbing of wetlands outside of the areas indicated on the
attached workplan drawings without prior approval from the NC Division of Coastal
Management.
17) The temporary detour bridge and fill material shall be removed in its entirety within 90
days after it is no longer needed and disposed of at an approved high ground site.
18) After the fill material associated with the temporary detour is removed, disturbed areas
associated with the temporary detour shall be restored to the pre-existing contour and
elevation. Disturbed areas shall be seeded or mulched to stabilize the soil and native
species shall be planted.
19) Unless specifically altered herein, placement of riprap shall be limited to the areas as
depicted on the attached work plan drawings. The riprap material shall be free from
loose dirt or any pollutant. The riprap material shall consist of clean rock or masonry
materials, such as but not limited to, granite, marl, or broken concrete.
20) Riprap shall be of a size sufficient to prevent its movement from the authorized alignment
by wave or current action.

Sedimentation and Erosion Control
21) This project shall conform to all requirements of the NC Sedimentation Pollution Control
Act and NC DOT's Memorandum of Agreement with the Division of Land Resources.
22) In order to protect water quality, runoff from construction shall not visibly increase the
amount of suspended sediments in adjacent waters.
23) Unless specifically altered herein, the permittee shall follow "Best Management Practices
for the Protection of Surface Waters (3/97)" and shall also implement sedimentation and
erosion control measures sufficient to protect aquatic resources. At a minimum,
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.).
Utilities Relocation
24) This permit authorizes the relocation of the 12" water pipe and telephone line conduit by
directional bore and relocation of the overhead power lines as depicted in the workplan
drawings. Any relocation of utility lines not already depicted on the attached work plan
drawings, or described within the attached permit application, shall require additional
approval by DCM, either under the authority of this permit, or by the utility company
obtaining separate authorization.
25) Entry and exist points for the horizontal directional bore drilling, including disposal of
material from the drilling activity, shall be outside of all wetlands and waters of the state.
Stormwater ManaEement
NOTE: The Division of Water Quality (DWQ) provided confirmation that the subject
project is excluded from State Coastal Stormwater permitting requirements by
way of the Stormwater Permit Exclusion letter, dated 1/6/11 (Project No.
SW7101105).
General
26) The petmittee and/or the contractor shall contact the N.C. Division of Coastal
Management Transportation Project Coordinator in Morehead City to request apre-
construction conference prior to project initiation.
27) The N.C. Division of Water Quality (DWQ) authorized the proposed project under
General 401 Water Quality Certification Numbers 3688, 3689, and 3701 (DWQ Project

No. 20110127), on 4/7/11. Any violation of the Certification approved by the DWQ shall
be considered a violation of this CAMA permit.
NOTE: If it is determined that additional permanent and/or temporary impacts will occur
that are not shown on the attached permit drawings, additional authorization from
DCM may be required.
NOTE: The proposed project will permanently impact 0.01 acre of riparian wetlands, 33
linear feet of permanent stream impacts, and 14,001 sq. ft. of impacts to Tar-
Pamlicoriparian buffers.
NOTE: The bridge demolition debris may be suitable for use as artificial reef material.
The permittee is encouraged to contact the Artificial Reef Coordinator at the N.C.
Division of Marine Fisheries Morehead City Office at [phone] to
coordinate review of the suitability of the material and arrangements for such use.
NOTE: This permit does not eliminate the need to obtain any additional state, federal, or
local permits, approvals, or authorizations that may be required.

Permit Class Permit Number
NEW 60-11
STATE OF NORTH CAROLINA ~
Department of Environment and Natural Resources
and
Coastal Resources Commission
~ern~it
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Issued to N.C. Department of Transportation, 1598 Mail Service Center, Ralei>;h, NC 27699-1548
Authorizing development in Beaufort County at Pungo Creek and Acre Swamp, Bridge
No. 21 on NC 32 as requested in the permittee's application dated 2/4/11,
including the attached twenty five (25) drawings as referenced in Condition No. 1 of this pernut.
This permit, issued on 4/21/11 , 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
be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Bridle No. 21 Replacement (TIP No. B-4415)
1) Unless specifically altered herein, all work authorized by this permit shall be carried out in
accordance with the following workplan drawings:
%z size drawings: Fourteen (14) drawings dated 1/18/11, four (4) drawings dated 12/29/10, four (4)
drawings dated 12/23/10, two (2) drawings dated 10/12/09, and one (1) drawing
dated 10/6/09.
(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 Cha'uman of the Coastal Resources Commission.
date. M appeal requires resolution prior to work initiation or
continuance as the case may be.
~.~- dH•~a~-
This pemrit must be accessible on-site to Department
personnel when the project is inspected for compliance.
•*-- James H. Gregson, Director
Any maintenance work or project modification not covered Division of Coastal Management
hereunder requires further Division approval.
All work must cease when the permit expires on This permit and its conditions are hereby accepted.
No Expiration Date, pursuant to GS 136-44.7B
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal Signature of Permittee
Management Program.

N.C. Department of Transportation Permit # 60-11
TIP No. B-4415 Page 2 of 4
ADDITIONAL CONDITIONS
2) The installation of bridge piles shall be accomplished by pile driving and/or the use of a vibratory
hammer. Should the permittee and/or its contractor desire to utilize another type of pile installation,
such as drilled shaft construction or jetting, additional authorization from DCM shall be required.
3) Pilings from the existing bridge, as well as any remnant pilings from previous bridges, shall be removed
in their entirety, except that in the event that a piling breaks during removal and cannot be removed in its
entirety, the piling may be cut off flush with the bed of the water body and DCM shall be notified of
each occurrence within one working day.
4) The petmittee shall exercise all available precautions in day-to-day operations to prevent waste and/or
debris from entering the adjacent waters and wetlands.
5) Debris resulting from demolition of the existing bridge, including deck components, shall not enter
wetlands or waters of the State, even temporazily.
6) Any waste materials or debris generated in the demolition and removal of the existing bridge and/or
construction of the new bridge or roadway shall be disposed of at an approved upland site or shat] be
recycled in an environmentally appropriate manner provided appropriate authorizations from any
relevant state, federal, or local authorities aze obtained.
7) All excavated materials shall be confined above normal water level and landward of regulazly or
irregularly flooded wetlands behind adequate dikes or other retaining structures to prevent spillover of
solids into any wetlands or surrounding waters.
8) Excavated material may either be used in fill areas associated with the project or shall be removed from
the site and taken to a high ground location.
9) No excavation or filling shall take place in any vegetated wetlands or surrounding waters outside the
azeas indicated on the attached workplan drawings, without permit modification.
10) All fill material shall.bc clean and free of any pollutants except in trace quantities.
11) The temporazy placement or double handling of any excavated or fill material within waters or vegetated
wetlands is not authorized.
12) Live concrete ~h'all not be dllowed to contact waters of the State or water that will enter waters of the
State.
13) The permittee shall minimize the need to cross wetlands in transporting equipment to the maximum
extent practicable.
14) Construction mats shall be utilized to support equipment within wetland areas to minimize temporary
wetland impacts. These mats shall be removed immediately following project completion.
15) Construction staging areas shall be located only in upland areas, and not in wetlands or waters of the
State.

N.C. Department of Transportation Permit # 60-11
TIP No. B-4415 Page 3 of 4
ADDITIONAL CONDITIONS
16) There shall be no cleazing or grubbing of wetlands outside of the aeeas indicated on the attached
workplan drawings without prior approval from the NC Division of Coastal Management.
17) The temporazy detour bridge and fill material shall be removed in its entirety within 90 days after it is no
longer needed and disposed of at an approved high ground site.
18) After the fill material associated with the temporary detour is removed, disturbed areas associated with
the temporary detour shall be restored to the pre-existing contour and elevation. Disturbed areas shall be
seeded or mulched to stabilize [he soil and native species shall be planted.
19) Unless spccifically altered herein, placement of riprap shall be limited to the aeeas as depicted on the
attached work plan drawings. The riprap material shall be free from loose dirt or any pollutant. The
riprap material shall consist of clean rock or masonry materials, such as but not limited to, granite, mazl,
or broken concrete.
20) Riprap shall be of a size sufficient to prevent its movement from the authorized alignment by wave or
current action.
Sedimentation and Erosion Control
21) This project shall conform to all requirements of the NC Sedimentation Pollution Control Act and NC
DOT's Memorandum of Agreement with the Division of Land Resources.
22) In order to protect water quality, runoff from construction shall not visibly increase the amount of
suspended sediments in adjacent waters.
23) Unless specifically altered herein, the permittee shall follow `Best Management Practices for the
Protection of Surface Waters (3/97)" and shall also implement sedimentation and erosion control
measures sufficient to protect aquatic resources. At a minimum, 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.).
Utilities Relocation
24) This permit authorizes the relocation of the 12" water pipe and telephone line conduit by directional
bore and relocation of the overhead power lines as depicted in the workplan drawings. Any relocation
of utility lines not already depicted on the attached work plan drawings, or described within the attached
permit application, shall require additional approval by DCM, either under the authority of this permit,
or by the utility company obtaining sepazate authorization.
25) Entry and exist points for the horizontal directional bore drilling, including disposal of material from the
drilling activity, shall be outside of all wetlands and waters of the state.

N.C. Department of Transportation
TIP No. B-4415
AllDITIONAL CONDITIONS
Stormwater Management
Permit # 60-11
Page 4 of 4
NOTE: The Division of Water Quality (DWQ) provided confirmation that the subject project is excluded
from State Coastal Stormwater permitting requirements by way of the Stormwater Permit
Exclusion letter, dated 1/6/11 (Project No. SW7101105).
General
26) The permitee and/or the contractor shall contact the N.C. Division of Coastal Management
Transportation Project Coordinator in Morehead City to request apre-construction conference prior to
project initiation.
27) The N.C. Division of Water Quality (DWQ) authorized the proposed project under Genera1401 Water
Quality Certification Numbers 3688, 3689, and 3701(DWQ Project No. 20110127), on 4/7/11. Any
violation of the Certification approved by the DWQ shall be considered a violation of this CAMA
permit.
NOTE: If it is determined that additional permanent and/or temporary impacts will occur that are not
shown on the attached permit drawings, additional authorization from DCM may be required.
NOTE: The proposed project will permanently impact 0.01 acre of riparian wetlands, 33 lineaz feet of
permanent stream impacts, and 14,001 sq. ft. of impacts to Taz-Pamlico riparian buffers.
NOTE: The bridge demolition debris maybe suitable for use as artificial reef material. The permittee is
encouraged to contact the Artificial Reef Coordinator at the N.C. Division of Marine Fisheries
Morehead City Office at [phone] to coordinate review of the suitability of the material
and arrangements for such use.
NOTE: This permit does not eliminate the need to obtain any additional state, federal, or local permits,
approvals, or authorizations that may be required.