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HomeMy WebLinkAbout20120164 Ver 1_Application_20120215STATE OF NORTH CAROLINA D �^ FEB � 5 �'DSarpSA,��, 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 �§7 o zU) � cm f -,Ov � g A q a- - 0- o q � w E w 77777 c TO gxfaE E — a E o ■ ^ /�im o co m /2 LO LU �LLI z0 �E k0 q co kLL >�� LJ%CS o o 000x\ 2 0W0 ° CO -J w �� ¥ C �E (n/ ���� 0)� — w o � § M § 3 § ° _� 7� 7 0= e § §0 0 2 ) 2 a X 2 V m2f�7m 2c2 ° o w � a k (a E (D � C k ` m_20 E a) 0 a \ $ f G (a " / k Za k�) k 2 :3 %§2k E 2 :3 :3 q c? §k E E o E 2 f 2 � / @ $ 2 $ e ¢mF-2� CD f%� >Ck k a) # m m %gym 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 o c v- O F _U i W Z N U 1 I - - I U ID ID N N 0 U O 00 — M_ T - U O- 3 o Q) M 3 U II arc° 1 9 1 P I 1 1 ! ! p N mac,. L Q C "'Z O Zf In T O N CL O O 5 N O O "O N U N O N N p O N 1 J L 3 u 11 O 11 -C N Q N C N N p 4)oE L N p p O U N .2--2 O, Z TTC - X C W U ACV M N - - _ F U Z I O _ U P � V I I N U Z O U i « � S M r - -- -- - - r 1 -- T € � o Y •, o �U o r C � TO \a o S rn v _J: y as U oom 33a ur m m o u L m � a Q S S m oo2° i -- - - -- -- - - -- { i -- - U I U —con LLJ / Q L� Ll. r -- - - -- -- - - -- -- T Ill - - - - - -- -- a F- < 0 U z � � l______ -- __ o t z o Q U z o = U W - W Q � U V z O a Z � ry LLJ � O U I I � s- is ' -- - - i - - - - - -- ` } 9-96 ----- -- -- -- -- -- - K' t r (n Z _O H W Q � U I o u ' w ' I ' ' 0- £4 ii 1 1 1 I, I I 1 M y m : 1 ° 0 U ° w m o \Z t � T may '0 C1O m ° ov y as u °oo a N O N 0 0 0 I ;ro p ° 0 o � m W W ° o0E � a yoo� °ss" j Z T T O = = m v Dw i 0 -CA M o �e� o 8g 0 0 a 0 a a m Z d ° Q W Z O ~ 0 W W a � U x I X m � m Q o N _Z � O_ F- a- E (n O * 0 U O a I— U W U) W I X U F W Of I— W H C O L X m `o O � � w L 'Y O � Q V w V a L CZ O W o I W L o Z N JE Z Z H CL O m U a W 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 G3 ^Mlle lrir ��,ncrt 0 O O .3ree•-sbcro K-ox'ri le fahc5 „n Girt' O O Raeg. 0 td ct r 9 t� p O I -;rknr Carolina r and „z:.7.: nia 0 t O Charsctte -. GfEenu .. 0 O ORnr:c Hilt f?:e.,erilla .1Phrs Greek 0 A -,hens O L� ;1: O F :.t - -•r Nor'.VK V V Beach O Rncxy rt4t Qn O Gree^,v� e Ville in, O inr1sn O ..a•. I; and t fyt.e. Beach �.tnme -r: ill: W ac.On 0 O O :: ha'1P.Sf Oft (,FGrgi3 c1': S..o. nr ah o Hilton Head �.�*. Island O !- Fr1ap data 02012 Google Query Results (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 Data Show on Species /Managenment Unit ' �` Fr ';:� at P,��n ,��en�era FM Text Caveats Map +ior nc l Penaeid Shrimp `�= Q Atlantic Sharpnose Shark Neonate SECRETARIAL HMS Qk Blacktip Shark Neonate SECRETARIAL HMS "r= Q Bonnethead Shark 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 New Hanover County 0 75 150 300 450 600 Fret Bridge # 12 Wrightsville Beach New Hanover County .10 ■�. �� + " 1 �- ■ • • t• .� _ .� �Rti■ �rl �■ ' i . a■ ■ i ,r. 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