HomeMy WebLinkAbout20120164 Ver 1_Application_20120215STATE OF NORTH CAROLINA
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DEPARTMENT OF 'TRANSPORTATION O y
BEVERLY EAVES PERDUE EUGENE A CONTI JR
GOVERNOR SECRETARY
February 13 2012
U S Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington North Carolina 28403 4
ATTENTION Mr Brad Shaver
NCDOT Coordinator
SUBJECT Nationwide 12 Permit Applicabon for Submarine Cable Installation
Wrightsville Beach Draw Bridge (Bridge #12) New Hanover County
WBS# 15B 13 19 (DWQ Permit Fee $240)
Dear Mr Shaver
Please find enclosed a PCN application from the North Carolina Department of Transportation ( NCDOT)
for a Nationwide 12 permit for installing submarine cables across the AIWW on along US 74/76 at the
subject bridge The purpose of these cables is to control the opening of the subject bridge in order to
ensure the safety and mobility of the traveling public Along with the PCN please also find enclosed the
wetland impact summary table an aerial photo map USGS map a submarine cable installation proposal
from American Bridge (the Contractor) including a two page narrative and four drawings labeled with
American Bridge seven plan sheets (one NCDOT cover page and 6 permit drawings produced by
Modjeski and Masters) letter from USFWS concerning West Indian Manatee NOAA Fisheries Website
Essential Fish Habitat Report and NCDOT Cultural Resource documents from the architectural section
and the archaeological section
By copy of this letter and enclosures NCDOT is also requesting issuance of 401 Water Quality
Certification (WQC) #3819 from the Division of Water Quality (DWQ) NCDOT requests a waiver from
Condition 6 Work in the Dry of the WQC #3819 The reason for this request is that work in the dry in this
location is impracticable and if attempted would likely result in additional impacts that would outweigh the
benefits A method of debiting $240 to process the WQC permit request has been provided as noted in
the subject line of this application
If you have any questions or need any additional information please contact me at (910) 341 2036
Sincerely UK
Stone II Mathis
Division Environmental Officer
Enclosures
cc Mr Mason Herndon DWQ Wilmington (1 copy)
Mr Brian Wrenn DWQ Raleigh (5 copies)
5501 BARBADOS BLvD CASTLE HAYNE NC 28429
PHONE (910) 341 2000 FAx (910) 675 0143
o�0¢ W ATF,9
Office Use Only
Corps action ID no
DWQ project no
Form Version 13 Dec 10 2008
Page I of 10
PCN Form —Version 1 3 December 10 2008 Version
Pre - Construction Notification C Form
A Apphcant Inform>tation
1
Processing
la
Type(s) of approval sought from the
Corps
®Section 404 Permit ❑Section 10 Permit
1 b
Specify Nationwide Permit (NWP) number 12 or General Permit (GP) number
1c
Has the NWP or GP number been venfied by the Corps?
® Yes
❑ No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification
❑ Yes ® No
For the record only for Corps Permit
❑ Yes ® No
if
Is payment into a mitigation bank or in lieu fee program proposed for mitigation
of impacts? If so attach the acceptance letter from mitigation bank or in lieu
fee program
❑ Yes
® No
1g
Is the project located in any of NC s twenty coastal counties If yes answer 1 h
below
® Yes
❑ No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
® Yes
❑ No
2
Project Information
2a
Name of project
Wrightsville Beach Drawbridge Submarine Cable Installation
2b
County
New Hanover
2c
Nearest municipality/ town
Wilmington and Wrightsville Beach
2d
Subdivision name
n/a
2e
NCDOT only T I P or state
project no
15B 13 19
3
Owner Information
3a
Name(s) on Recorded Deed
NCDOT
3b
Deed Book and Page No
n/a
3c
Responsible Party (for LLC if
applicable)
n/a
3d
Street address
n/a
3e
City state zip
n/a
3f
Telephone no
n/a
3g
Fax no
n/a
3h
Email address
n/a
Page I of 10
PCN Form —Version 1 3 December 10 2008 Version
4
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ® Other specify NCDOT Division 3 Engineer
4b
Name
Karen Fussell P E
4c
Business name
(if applicable)
NC Department of Transportation
4d
Street address
5501 Barbados Blvd
4e
City state zip
Castle Hayne NC 28429
4f
Telephone no
910 341 2000
4g
Fax no
910 -675 -0143
4h
Email address
n/a
5
Agent/Consultant Information (if applicable)
5a
Name
Stonewall Mathis
5b
Business name
(if applicable)
NC Department of Transportation
5c
Street address
5501 Barbados Blvd
5d
City state zip
Castle Hayne NC 28429
5e
Telephone no
910 341 2036
5f
Fax no
910 -675 0143
5g
Email address
smathis @ncdot gov
Page 2 of 10
PCN Form — Version 13 December 10 2008 Version
B Project Information and Prior Project History
1 Property Identification
1a Property identification no (tax PIN or parcel ID)
NCDOT US 74/76 at Wrightsville Beach Drawbridge
Latitude 34 2179183N Longitude
lb Site coordinates (in decimal degrees)
77 8126341W
(DD DDDDDD) ( DD DDDDDD)
1c Property size
n/a acres
2 Surface Waters
2a Name of nearest body of water (stream river etc) to
Wrightsville Recreational Area and AIWW
proposed project
2b Water Quality Classification of nearest receiving water
SB
2c River basin
Cape Fear
3 Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
Existing Bridge and Control House with nearby docking facilities boat ramp and marinas
3b List the total estimated acreage of all existing wetlands on the property
23 acres of coastal wetlands -0 15 acres of 404 wetlands
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
n/a
3d Explain the purpose of the proposed project
To preserve and upgrade the existing bridge for safety and mobility
3e Describe the overall project in detail including the type of equipment to be used
Construct new bridge control house install new submarine cables and other maintenance items Submarine cable to be
installed by hand jetting or bucket dredging
4 Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
❑ Yes ❑ No ® Unknown
project (including all prior phases) in the past?
Comments Unknown but likely
4b If the Corps made the jurisdictional determination what type
❑ Preliminary ❑ Final
of determination was made?
4c If yes who delineated the jurisdictional areas?
Agency /Consultant Company
Name (if known)
Other
4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
n/a
6 Project History
5a Have permits or certifications been requested or obtained for
❑ Yes ❑ No ® Unknown
this project (including all prior phases) in the past?
5b If yes explain in detail according to help file instructions
unknown but likely
6 Future Project Plans
6a Is this a phased project?
❑ Yes ® No
6b If yes explain
Page 3 of 10
PCN Form - Version 13 December 10 2008 Version
C Proposed Impacts Inventory
1 Impacts Summary
1 a Which sections were completed below for your project (check all that apply)
❑ Wetlands ❑ Streams tributaries ❑ Buffers
® Open Waters ❑ Pond Construction
2 Wetland Impacts
If there are wetland impacts proposed on the site then complete this question for each wetland area impacted
2a
2b
2c
2d
2e
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps 404 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404 other)
(acres)
Temporary
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g Total wetland impacts
2h Comments
3 Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number
(PER) or
(Corps 404 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
31 Comments
Page 4 of 10
PCN Form — Version 1 3 December 10 2008 Version
4 Open Water Impacts
If there are proposed impacts to lakes ponds estuaries tributaries sounds the Atlantic Ocean or any other open water of
the U S then individually list all open water impacts below
4a
4b
4c
4d
4e
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
Wrightsville
01 ®P ®T
Recreational Area
Excavation and Temporary Fill
AIWW
015
& AIWW
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
417 Total open water impacts
015
4g Comments This impact is for the installation of submanne cables total impacted area is estimated at 36 ft x 180 ft or 0 15
acres The 36 foot width is determined by considering that the trench would be 16 feet wide at the top and if the hand betting is
used there is a likelihood that material will settle out on the sides of the trench and so this settling out area is estimated at 10
feet on each of the two sides of the trench so 16 +10 +10 = 36 feet The 180 foot measurement is the necessary length of the
trench Of the named 015 acre of impacts the permanent impact portion due to the proposed final rock surface after filling in
the trench is 0 07 acres (this is determined by 16 ft (width of top of trench) multiplied by the 180 feet length The remaining
0 08 acres of impacts are temporary impacts as the 10 foot area on both sides of the trench would be returned as much as
practicable to their preconstruction situation The temporary impacts are determined by 015 acre total minus 0 07 acre
permanent = 0 08 acre temporary So then the excavated area which would likely have a finished rock surface accounts for
0 07 acres of permanent impacts and the temporary fill area resultant from the settling out of material of the hand letting
operation accounts for 0 08 acres of temporary impacts as these areas would be returned as much as practicable to
preconstruction circumstances
5 Pond or Lake Construction
If pond or lake construction proposed then complete the chart below
5a
5b
5c
5d
5e
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
517 Total
5g Comments
5h Is a dam high hazard permit required
❑ Yes ❑ No If yes permit ID no
51 Expected pond surface area (acres)
5l Size of pond watershed (acres)
5k Method of construction
Page 5 of 10
PCN Form — Version 1 3 December 10 2008 Version
6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts
below If any impacts require mitigation then you MUST fill out Section D of this form
6a
❑ Neuse ❑Tar Pamlico ❑Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
re uired?
B1 ❑P ❑T
El Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h Total buffer impacts
61 Comments
D Impact Justification and Mitigation
1 Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The project proposes to bury the cable as dose as practicable to the minimum depth allowed for navigation considerations
(see plan sheets) thereby reducing the depth of the trench and thereby reducing the width of the top of the trench thereby
affecting as little of the open water bottom as possible
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
NCDOT plans to minimize the trench area to only that necessary to install the submarine cables NCDOT is applying for both
a hand betting option and a bucket dredging option NCDOT is applying for both options in case some factors were to limit one
operation then NCDOT would already have another option permitted provided that permits are given For instance if the
preferred option of hand betting proves unsuccessful due to the constraints of the diver(s) not being able to physically hold the
equipment due to the necessity to supply significant pressures to remove the substrate to create the trench then it may be
necessary to employ the bucket dredging option This would likely be an unknown until the jetting operation is attempted
2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U S or Waters of the State?
2b If yes mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
❑ Mitigation bank
2c If yes which mitigation option will be used for this
❑ Payment to in lieu fee program
project?
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Quantity
Page 6 of 10
PCN Form — Version 1 3 December 10 2008 Version
3c Comments
4 Complete if Making a Payment to In lieu Fee Program
4a Approval letter from in lieu fee program is attached
❑ Yes
4b Stream mitigation requested
linear feet
4c If using stream mitigation stream temperature
❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
5 Complete if Using a Penmrttee Responsible Mitigation Plan
5a If using a pennittee responsible mitigation plan provide a description of the proposed mitigation plan
6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ❑ No
6b If yes then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
15
6f Total buffer mitigation required
6g if buffer mitigation is required discuss what type of mitigation is proposed (e g payment to private mitigation bank
permittee responsible riparian buffer restoration payment into an approved in lieu fee fund)
6h Comments
Page 7 of 10
PCN Form — Version 13 December 10 2008 Version
E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
7
Diffuse Flow Plan
la
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
lb
If yes then is a diffuse flow plan included? If no explain why
❑ Yes El No
Comments
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
n/a %
2b
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan explain why Underwater operation
2d
If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan
❑ Certified Local Government
2e
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3
Certified Local Government Stormwater Review
3a
In which local government s jurisdiction is this project?
n/a
❑ Phase II
3b
Which of the following locally implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply)
❑ Session Law 2006 246
❑ Other
4b Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
El Yes No
5b Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 13 December 10 2008 Version
F
Supplementary Information
1
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federaUstate/local) funds or the
® Yes
❑ No
use of public (federal /state) land?
lb
if you answered yes to the above does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c
If you answered yes to the above has the document review been finalized by the
State Clearing House? (If so attach a copy of the NEPA or SEPA final approval
letter)
❑ Yes
❑ No
Comments
2
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) Isolated
Wetland Rules (15A NCAC 2H 1300) DWQ Surface Water or Wetland Standards
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after the -fact permit application?
❑ Yes
® No
2c
If you answered yes to one or both of the above questions provide an explanation of the violabon(s)
3
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development which could impact nearby downstream water quality?
3b
If you answered yes to the above submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered no provide a short narrative description
4
Sewage Disposal (DWQ Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non discharge or discharge) of wastewater generated from
the proposed project or available capacity of the subject facility
Wastewater will be sent as it currently is to the Cape Fear Public Utility Authority for treatment
Page 9 of 10
PCN Form —Version 1 3 December 10 2008 Version
5 Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
® Yes ❑ No
impacts?
® Raleigh
5c If yes indicate the USFWS Field Office you have contacted
❑ Asheville
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
ArcGIS USFWS website conversation with Gary Jordan of USFWS see attached letter regarding Manatee
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
® Yes ❑ No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Fisheries Mapper Website see attached print out
7 Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state federal or tribal
governments have designated as having historic or cultural preservation
® Yes ❑ No
status (e g National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
NCDOT cultural resources review see attached documents no adverse affect has been determined
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA- designated 100 year floodplain? 777J®
Yes ❑ No
8b If yes explain how project meets FEMA requirements Maintenance of Existing Bridge no changes are proposed that
would affect FEMA requirements
8c What source(s) did you use to make the floodplain determination? NC FloodMaps website
Stonewall Mathis
2/12/2012
Applicant/Agents Printed Name
Date
Applicant/Agents gnature
(Agent s signature is valid only if an authorization letter from the applicant
is provided
Page 10 of 10
PCN Form — Version 1 3 December 10 2008 Version
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Contract ID C202836
Project ID 15B 13 19
Wrightsville Beach Bascule Bridge
NCDOT Bridge #12 Rehabilitation
Project Reference # C202836/15B 13 19
Submarine Cable Installation across the
Atlantic Intracoastal Waterway (A I W)
Agencies Involved
1 United States Corp of Engineers (USACE)
2 United States Coast Guard (USCG)
3 North Carolina Division of Coastal Management (DCM)
4 North Carolina Department of Transportation ( NCDOT)
Please find below American Bridge s preliminary means and methods for installing the
submarine cable across the Atlantic Intracoastal Waterway
The NCDOT project C202836/15 B 13 19, Wrightsville Beach Bascule Bndge (Bridge
# 12) Rehabilitation requires that a new submarine cable be installed across the A I W
channel as part of the new electrical system for bridge operations First the NCDOT will
require a permit to be issued to proceed with the work The above agencies will all be a
part of the review and permitting process Once the permit is issued, American Bridge
will mobilize to begm this phase of work with two (2) options for installation
• Hand .Petting (diver assisted)
• Bucket Dredging (excavator operation)
American Bridge has had the utility services located in the vicinity of the bridge and has
discovered many underwater utilities on the south side of the bndge near the location of
the new submarine cables to be installed Underwater utilities on the south side of the
bndge include communications, water, and the existing submarine cables for bridge
operations In determining the method of cable installation the importance of these
utilities must be taken into consideration Limiting the nsk of damaging these services
would be in the best interest of all parties involved, but most notably the USCG and the
Town of Wrightsville Beach would have high stakes in the operation
Hand Jetting (option #1) the trench for the installation of the new submarine cables may
offer the least amount of risk in damaging the existing utilities in the vicinity and is
therefore our preferred method Divers would utilize pumped pressurized water to force
the material out of the trench while controlling the side slopes After the trench has been
formed the submarine cables would be placed in the trench a minimum six (6) feet below
the elevation of channel bottom or as directed by the USACE, and incrementally
weighted down with sand bags to prevent movement prior to backflling the trench
During the January 11th Job progress meeting concerns were raised regarding mounds of
material that may be left on the channel bottom as material is displaced from the trench
by Jetting operations We would propose to use this material to backfill the trench after
Page I I
Contract ID C202836
Project ID 15B 13 19
Amencan
Bndge
the cables are installed by divers The remaining depth of trench to be backfilled if any,
could then be filled with aggregate to match the existing channel bottom This operation
should take five (5) days to mobilize clear debris (concrete rip rap, timber) and jet the
cables into place and two (2) days to install the support brackets
Marine equipment needed to perform the hand jettmg method (Option #1) is as follows
1 (1) Support barge approximately 40'x20' with dive crew equipment (air
compressor, low head pressure pump(s), submersible hydratech pumps, oxygen
tanks, generator, and small crew box for audio /video contact with diver(s))
2 (1) Tugboat
3 (1) Assist/Push Boat
4 (1) Hydraulic Excavator fixed to an 80'x24' barge ( * *If stone placement is
necessary)
5 (1) Material Barge for transport and storage of stone ( * *If stone placement is
necessary)
To install the submarine cables utilizing the bucket dredging method (option #Z), the
trench would be formed by a hydraulic excavator attached to a barge The barge has a
containment pit that will be used to temporarily store the dredged materials The trench
would be excavated with efforts to avoid existing utilities in the vicinity After the trench
has been formed, the submarine cables would be placed in the trench a minimum six (6)
feet below the elevation of channel bottom, or as directed by the USACE and
incrementally weighted down with sand bags to prevent movement prior to backfilling
the trench The excavator would then cover the cables with bedding aggregate ( #67
stone) to a depth of at least 12 inches The remainder of the trench would then be filled
with backfill aggregate (# 1 stone) to the elevation of the existing channel bottom All
materials previously removed from the channel bottom during excavation of the trench
shall be disposed in accordance with all applicable federal, state, and/or local laws and
regulations Any material designated as hazardous waste shall be disposed of at an
approved hazardous waste site This operation should take five (5) days to mobilize
excavate and test materials install cables and install stone backfill and two (2) days to
install support brackets
Marine equipment needed to perform bucket dredging method (Option #2) is as follows
1 (1) Hydraulic excavator fixed to 80 x 24 spud barge (equipped with dredge
bucket and 50' long reach boom) with 100cy +/- hoppers for containment of
excavated material
2 (1) Tugboat
3 (1) Assist/Push boat
4 (1) Support barge — approx. 40' x 20' with dive team equipment (air compressor
oxygen tanks, generator and small crew box for audio /video contact with diver)
American Bridge will coordinate closely with all agency officials in efforts to provide a
safe, navigable waterway for all vessels while minimizing local impacts to this crucial
travel sector of North Carolina s highway system and the Atlantic Intracoastal Waterway
during this phase of construction
Page 12
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United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Field Office
Post Office Box 33726
Raleigh North Carolina 27636 3726
November 30 2011
Stonewall Mathis
North Carolina Department of Transportation
5501 Barbados Blvd
Castle Hayne North Carolina 28429
Dear Mr Mathis
This letter is in response to your letter of November 17, 2011 which provided the U S Fish and
Wildlife Service (Service) with the biological conclusion of the North Carolina Department of
Transportation that the Wrightsville Beach Drawbridge Preservation and Control House project
in New Hanover County may affect but is not likely to adversely affect the federally endangered
West Indian manatee (Trichechus manatus) These comments are provided in accordance with
Section 7 of the Endangered Species Act (ESA) of 1973, as amended (16 U S C 1531 1543)
Based on the information available and your commitment to implement the Service's
GUIDELINES FOR AVOIDING IMPACTS TO THE WEST INDIAN MANATEE
Precautionary Measures for Construction Activities in North Carolina Waters, the Service
concurs with your conclusion that the proposed project may affect but is not likely to adversely
affect the West Indian manatee We believe that the requirements of Section 7(a)(2) of the ESA
have been satisfied We remind you that obligations under Section 7 consultation must be
reconsidered if (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered in this review (2) this
action is subsequently modified in a manner that was not considered in this review or (3) a new
species is listed or critical habitat determined that may be affected by this identified action
The Service appreciates the opportunity to review this project If you have any questions
regarding our response please contact Mr Gary Jordan at (919) 856 -4520 (Ext 32)
Sincerely
AVkAt �
Pete Benjamin
Field Supervisor
Electronic copy Brad Shaver, USACE, Washington NC
Travis Wilson, NCWRC, Creedmoor NC
Chris Milttscher USEPA Raleigh, NC
t 1
k J
OFr 0 5 2011
LL 11 1 \VF%JL
EFH Areas Protected from Fishing
EFH Areas Protected from Fishing Results
No EFH Areas Protected from Fishing were identified at the report location
0 Missing Data Notice
1 "5- L VL L
Spatial data does not currently exist for all the managed species in this area The following is a list of
species or management units for which there is no spatial data
For links to all EFH text descriptions see the complete data inventory open data inventory >
Secretanal EFH
Bigeye Sand Tiger Shark
Bigeye Sixgdl Shark
Caribbean Sharpnose Shark
Galapagos Shark
Narrowtooth Shark
Sevengdl Shark
Sixgdl Shark
Smooth Hammerhead Shark
Smalltad Shark
South Atlantic Shrimp EFH
Brown Shrimp
Pink Shrimp
Rock Shrimp
White Shrimp
South Atlantic Dolphin Wahoo EFH
Wahoo
South Atlantic Sargassum EFH
Sargassum
South Atlantic HAPCs
Coastal Migratory Pelagics
Golden Crab
Sargassum
http Hsharpfin nmfs noaa gov/website/EFH_Mapper/EFH_jReport htm 2/12/2012
NO SURVEY REQUIRED FORM
PROJECT INFORMATION
Project No US 74/76 drawbndge
WBSNo 15B 13 19
FA No
Federal (USACE) Permit Required? ® Yes
Project Tracking No (Internal Use)
11 -11 -0068
County New Hanover
Document MCDC
Funding ® State ❑ Federal
WQC 3687/3819, NWP12
❑ No Permit Type CAMA Mayor NWP3
Project Description This undertaking involves rehabilitation of a drawbridge over the Intracoastal
Waterway along US 74/76 at Wrightsville Beach Improvements would include structural and
mechanical upgrades operator house addition, replacing motor and machinery brakes, and replacement of
the steel grid deck and wiring systems among other miprovements to the drawbridge system The
majority of work is electrical in nature and confined to replacing and/or upgrading existing equipment
along the draw bridge system. Plans call for a generator or other electrical housing to be placed off the
bridge at its southwest corner This may require installation of a pad approximately 2000 ft and buried
cables leading to the bridge The APE for this project includes improvements along and under the bridge,
and the proposed footprint of the generator and its construction
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities results of review and conclusions
Aerial mapping and topography was examined, including a virtual drive by using Google Maps Records
at the Office of State Archaeology were reviewed USGS quadrangle mapping depicting previously
reviewed areas and site locations was copied Records show previous cultural resources environmental
review has been considered in the vicinity of the protect however relevant data could not be obtained
Nearby resources 31NH583 and 31NH687 are outside of the APE for the protect Reviewed aerial
photography displays the extent of modem commercial development (marinas, etc ) that often disturbed
landforms during their construction. Expectations that an intact or otherwise significant archaeological
resource might be impacted by this project are very low
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE
The undertaking involves pavement rehabilitation of an existing drawbridge system on US 74/76 over the
Intracoastal Waterway Much of the protect includes replacement of current equipment only A electrical
station/generator is proposed in the vicinity of a marina parking area The existing facility has already
disturbed the APE terrestrial and underwater during the construction of current bridge No previously
recorded archaeological will be affected The extent of previous earthmovmg for the bridge construction
and surrounding development is notable such that it might disturb the integrity of soils and associated
intact archaeological deposits Combined, these factors suggest that undocumented, significant
archaeological sites are unlikely to be located within the APE for this protect
SUPPORT DOCUMENTATION
See attached USGS quadrangle (Wrightsville Beach) aerial
NCDOT CULTURAL RESOURCES PROFESSIONAL
Resources Specialist
HISTORIC ARCHITECTURE (CIRCLE ONE)
12/2/2011
Date
No Survev Required foror for tenor Transpor tahon Projects as Qualified in the 2007 Programmot c Agreement
NCDOT Archaeology & Historic Architecture Groups
e
Project Tracking No (internal Use)
11 11-0068
EFFECTS DETERMINATION FORM
PROJECT INFORMATION
Project No County New Hanover
WBS No 15B 13 19 Document MCDC
FA No Funding ® State ❑ Federal
Federal (IISACE) Permit Required? ® Yes ❑ No Permit Type
Project Description
Electrical and Mechanical Upgrades to Bridge 12 on US 74/76 over the Intercostal Waterway
Brief description of review activities results of review and conclusions
Bridge No 12 in New Hanover County is a National Register eligible Bridge significant for the Hopkins
Drive System the only Hopkins Drive remaining in the state on North Carolina
EFFECTS DETERMINATION
Property/Site Bridge No 12
Status DOE
Effects Finding ❑ No Effect ® No Adverse Effect ❑ Adverse Effect
iExplanation of Effects Determwation
Replacing in kind two or four bearing base pivot assemblies for the Hopkins Drive System Two other
bearing base pivot assemblies will receive new anchor bolts This meets the Secretary of the Interior s
I Guidelines for Rehabilitation
List Environmental Commitments (f any)
Lffects Determtnat on form for Minor Transportation Projects as Oual fed in the 2007 P ogrommatic Agreement
NCDOT Archaeology & Historic Architecture Croups
e
11 11 0068
SUPPORT DOCUMENTATION
See attached Maps and photos
Cultural Resources
pjw kff-
Representative HPO /OSA
HPO /OSA Comments
Effects Del rminat on form fo W ror Transportat on Pro/ ct a Qu If dm the 2007 Programme t c Ogre me t
NCDOT Archaeology d Historic 4rch lecture Groups
Date
—ho <�
Date
L- A 1 1 \\ J-Jl L
Click to Print This Report
E F!-1 0- t� ° ` " °F ' ' Essential Fish Habitat (EFH) is defined by textual descriptions contained in the fishery
management plans developed by the regional Fishery Management Councils. In most cases mapping data can
not fully represent the complexity of the habitats that make up EFH. This report should be used for general
interest queries only and should not be interpreted as a definitive evaluation of EFH at this location. A location -
specific evaluation of EFH for any official purposes must be performed by a regional expert. Please refer to the
following links for the appropriate regional resources.
• NMFS Southeast Regional Office
• South Atlantic GIS Mapping Tool
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(Latitude = 34.218047, Longitude = - 77.812514)
The query location intersects with spatial data representing EFH and /or HAPCs for the following
species /management units.
Link to
EFH
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Penaeid Shrimp
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Atlantic Sharpnose Shark
Neonate
SECRETARIAL
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Blacktip Shark
Neonate
SECRETARIAL
HMS
"r=
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Adult
SECRETARIAL
HMS
Smooth Dogfish
All
SECRETARIAL
HMS
http://shwpfin.nmfs.noaa.gov/website/EFH_Mapper/EFH_�Report.htm 2/12/2012
Snapper Grouper
South Atlantic
Penaeid Shrimp
South Atlantic
http://shwpfin.nmfs.noaa.gov/website/EFH_Mapper/EFH_�Report.htm 2/12/2012
Bridge # 12 Wrightsville Beach
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