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HomeMy WebLinkAbout20150955 Ver 1_Meeting Minutes_20090801CONCURRENCE POINT 1 PURPOSE & NEED - STUDY AREA DEFINED Table of Contents Page 1.0 Introduction ...................................................................................... ..............................1 1.1 Project Description ......................................................................... ..............................1 1.2 Project History ................................................................................ ..............................1 1.3 Public Involvement ......................................................................... .............................1 2.0 Existing Conditions .......................................................................... ..............................4 2.1 Transportation Features ................................................................. ..............................4 2.2 Community Facilities ...................................................................... ..............................4 2.3 Land Use ........................................................................................ ..............................4 2.4 Environmental Features ........................................... .................... ..............................4 3.0 Study Area Defined .......................................................................... ..............................7 3.1 Project Study Area (PSA) ............................................................... ..............................7 3.2 Demographic Study Area (DSA) ..................................................... ..............................7 4.0 Need for Proposed Action .............................................................................................9 4.1 Safety ...........................................................................................................................9 4.2 System Linkage/ Travel Time/ Access Needs ...............................................................9 4.2.1 System Linkage .....................................................................................................9 4.2.2 Travel Time ............................................................................................................9 4.2.3 Access Needs ......................................................................................................10 5.0 Purpose of Proposed Action .......................................................................................11 6.0 Proposed Project Modifications, Schedule & Costs ..................................................12 6.1 Proposed Modifications ..............................................................................................12 6.2 Project Schedule ........................................................................................................12 6.3 Estimated Project Costs .............................................................................................12 Appendix Appendix A - CIW #1 Newsletter and Summary of Citizen's Comments ...............................13 Appendix B - Project Photographs ...............................................................................14 Appendix C - NEPA/404 Merger Team Meeting Agreement, ............................................. 17 NORTH CAROLINA I TOPSAIL ISLAND BRIDGE REPLACEMENT DEPARTMENT OF TRANSPORTATION T.I.P. No. B-4929 AUGUST 2009 CONCURRENCE POINT 1 PURPOSE & NEED - STUDY AREA DEFINED List of Figures Page Figure 1-1 Aerial Vicinity ............................................................................................................3 Figure 2-1 Community Facilities .................................................................................................5 Figure 2-2 Environmental Features ...........................................................................................6 Figure 3-1 Study Area ................................................................................................................8 NORTH CAROLINA II TOPSAIL ISLAND BRIDGE REPLACEMENT DEPARTMENT OF TRANSPORTATION T.I.P. No. B4929 AUGUST 2009 CONCURRENCE POINT 1 PURPOSE & NEED - STUDY AREA DEFINED 1.0 INTRODUCTION The North Carolina Department of Transportation (NCDOT) is requesting concurrence on Purpose and Need and Study Area Defined for Transportation Improvement Program (TIP) project B-4929. The purpose of this report is to provide a brief description of the existing conditions, determine the project study area, explain the project's need, and define the project's purpose. This report will be utilized by the NEPA1404 Merger Team for discussions during the formal Concurrence Point 1 - Purpose & Need and Study Area Defined meeting. 1.1 Project Description NCDOT proposes to replace the existing Topsail Island Bridge (NCDOT Bridge No. 16) along NC 50/210 over the Intracoastal Waterway in Pender County, NC. The NCDOT has initiated studies for this replacement project in accordance with the requirements set forth in the National Environmental Policy Act (NEPA) of 1969, as amended. Replacement of Bridge No. 16 over the Intracoastal Waterway entails removal and replacement of an existing swing span bridge currently providing access to Topsail Island. This bridge is one of only two access points onto Topsail Island, the other bridge being located approximately seven miles north in the Town of North Topsail Beach. 1.2 Project History The Topsail Island Bridge (see Figure 1-1) is also known as the Sears Landing Bridge and was completed in 1955 to replace a pontoon bridge previously utilized by the US Navy during World War II. This bridge replacement project was first placed on the NCDOT TIP in 2005 after structural inspections indicated a very poor bridge sufficiency rating. The current 2009-2015 NCDOT TIP indicates a right-of-way date in 2013 and a construction date of 2015. 1.3 Public Involvement Extensive public involvement and community outreach has been planned for this project to allow citizens and other stakeholders the opportunity to express their comments and assist in the development of replacement alternatives. The first step in this public outreach was conducted on June 24th and 25th, 2009 with a series of Public Officials Meetings and the first Citizens Informational Workshop (CIW #1), respectively. Several forms of communication were developed announcing the CIW #1, including: a project website; a toll free information phone number; a project email address; a newsletter mailed to over 9,400 addresses; and media announcements/interviews. These tools developed for CIW #1 will be maintained throughout the project's planning process. The website will be updated with the latest project information; responses to citizens' phone calls and emails will be provided; the mailing list will be updated; NORTH CAROLINA 1 TOPSAIL ISLAND BRIDGE REPLACEMENT DEPARTMENT OF TRANSPORTATION T.I.P. No. 8-4929 AUGUST 2009 CONCURRENCE POINT 1 PURPOSE & NEED - STUDY AREA DEFINED future editions of newsletters will be developed and sent to the mailing list addresses; and coordination with local media outlets will be maintained. This public involvement plan has been documented and is on file with the NCDOT. The purpose of the Public Officials Meetings held on June 24th (Towns of Surf City and North Topsail Beach) and 25th (Town of Topsail Beach) were to provide the officials an opportunity to view the CIW presentation material prior to the CIW and provide comments. Meeting notes from each of these meetings have been developed and are on file with NCDOT. In general, discussions focused on the potential bridge types, the construction schedule, and the traffic/structural capacity of the new bridge. The CIW #1 was held on June 25, 2009 in the Surf City Community Center near the project site. The facility was large and accommodated the 350 citizens in attendance. Each citizen was greeted at a sign-in table and provided an information packet and comment card. The format of the meeting was also explained. Citizens were directed to a PowerPoint presentation that repeated every nine minutes. The power point station was followed by a series of display boards showing GIS and aerial mapping of the project site. Four stations were available with aerial mapping where citizens could interact with the project team members. Interactions included answers to questions; documentation of comments, issues, and concerns; and citizens drawing their alignment ideas onto the aerial mapping. Near the exit to the building, tables were provided where citizens could fill out their comment cards and drop them into a collection box. As previously indicated, 350 citizens were in attendance at the CIW #1, from which 170 comment cards were collected. Other comments were received via phone calls, email, or regular mail prior to and subsequent to the meeting. All comments have been compiled into a public involvement notebook that is on file in the offices of RS&H. The comments have been categorized and tallied to provide an overall picture of the responses and the corresponding citizen's preferences. A summary of this tally and a copy of the newsletter announcing the CIW #1 is included in Appendix A of this document. For the citizens who were unable to attend, media coverage was provided. The Topsail Voice, StarNews in Wilmington, Jacksonville Daily, and Cape Fear News all covered the meeting along with News 14 Carolina television. Team members provided interviews accordingly. A listing of publication dates and copies of the announcements, articles, and video clips are on file in the office of RS&H. NORTH CAROLINA 2 TOPSAIL ISLAND BRIDGE REPLACEMENT DEPARTMENT OF TRANSPORTATION T.I.P. No. B-4929 AUGUST 2009 CONCURRENCE POINT 1 PURPOSE & NEED - STUDY AREA DEFINED 2.0 EXISTING CONDITIONS The Topsail Island Bridge services Topsail Island. including the Towns of Topsail Beach, Surf City, and North Topsail Beach. The bridge provides economic connectivity between the mainland and the island with daily traffic consisting mostly of commuters traveling to the mainland for work, shopping, and services; and from the mainland to the island for recreational activities. Current average annual daily traffic (AADT) is approximately 11,800 vehicles per day (vpd) with higher traffic peaks during the summer vacation months. The year 2035 projected AADT is 26,000 vpd. (See Appendix B for photographs of the existing bridge site). 2.1 Transportation Features NC 50/210 is classified as a major collector roadway and has been designated as both a hurricane evacuation and bicycle route. At the project site, the existing roadway approach section is a three-lane open shoulder section with a center turn lane. A feasibility study has been initiated by NCDOT, FS 0703A, exploring the possibility of widening NC 210 to a four-lane facility from US 17 to the Topsail Island Bridge. No transit services are available near the project site. The Topsail Island Bridge opens for commercial vessel traffic on demand and will open for daytime recreational vessels at the top of each hour. Existing vertical clearance from the waterway to low span is approximately 13'. 2.2 Community Facilities Figure 2-1 provides an overview of the community facilities near the bridge site. 2.3 Land Use Current land uses within the area consist primarily of residential development. Businesses on the island are small and cater to vacation and recreational related activities. Businesses within Surf City extend onto the mainland and are broader based. Future land use patterns are expected to be similar as the area experiences additional growth. 2.4 Environmental Features Tidal flooding occurs throughout Topsail Island and the study area. At the bridge site the FEMA flood classification is VE indicating "velocity wave action" exceeding a height of 3'. For the bridge approach fills, the designation is AE indicating waves less than 3'. High quality waters, fish nurseries, and shellfish harvesting areas are located throughout the area. Other environmental features readily available from GIS mapping are shown in Figure 2-2. NORTH CAROLINA 4 TOPSAIL ISLAND BRIDGE REPLACEMENT DEPARTMENT OF TRANSPORTATION T.I.P. No. 8-4929 AUGUST 2009 (OW y auo'gf a D O o m (1) g LL W LL U ?_ a o fD wp J LA U U) O U c m = r- T 'o 70 a? n N U_ 'J 2 ii a° a ii O V U U' U Q W O M U-1 ca 70 (L 04 G7 m m co C .? r e m J o ~ Y azm (U a) a ° ~ t J W o y E a) D 1E a) m C s ° W: O CD fl? 3 U :? s k o M 'D C: 0) o m co Q) Cl. cu Q) a) o U) E C !- ai m = m G 11 < J c a) ?, U FD C a w o' U 't 0 (6 (D :3 0 0 IL a d (D d Q (n (n Z (n ?P- V :. ~ ICI ® ? ? ,-.. ? '? ? ? ?`• ? '•";l Q' /D La] C In 0 .. o c7 N o N o CD ?1 IF Or5\O`N -Go?,rty - peraO -Ar '01Z ti r J G0 GO'P ecae. oet z 1 l 1 O? s? ?s /o ti T? O/ d 'rtO o OJ ? : 'rte f ?0000000000000000000000000000000000000000009*? el n ?` ?r ??ry'rrvA:J 'T??q !t Vir+F+?ndla t- 14 Al. 'hn low PI AAXIV x;;77 r, 1 rd P .1 N N . LL F N r LO ?t W o W z LL c in W C J 'a y IZ k QZ m 3 U ??? J W Z Q 0 W Z J W a m U rm p a a ?J !A J a. cL k? , o W o dom. Z W ??a z Q N ': C) O 0 0 4i N (0 Q m _ C ? N N ? ` u- N (0 ,mil N m = m Q d c w 0) w m J ° o tn W -0 l/ U z 'p L ? L N U) LL .11 M ` I •• ,N -,'' ? '"?" ,, ,' sir "? ?`-.? '??•, 1 + 1 r "!? ? P ' Iii .1 W 7•'`Yf Fr ?I d cn N O ?+ C N +r Z w Z O v oLLj z? cor J _ p a c Q Z Z m 3 W i A W? N W Q Q?? 0W a 9 ?.A , 5 r 1. _j Ida. , h r- lit .a "•.' ?? ? ?? ice"""-.. 1, j i FW* 'fir -47 _ ti? ! m " r f 44 Ac 1! 46 10, "1 ? .'? 1 . ? ?- • sue: ? ? _ o? ?? ?, ?- ? { : ? III ? - .1y _t` i ILA 'L -AV CONCURRENCE POINT 1 PURPOSE & NEED - STUDY AREA DEFINED 3.0 STUDY AREA DEFINED The two study areas defined for this project include the Project Study Area (PSA) and the Demographic Study Area (DSA). The PSA is a smaller study area included within the DSA. 3.1 Project Study Area (PSA) The Project Study Area (PSA) is defined as the area surrounding a construction project that is likely to be directly affected during construction and after project completion. The PSA, shown in red on Figure 3-1 is entirely within the town limits of Surf City and extends along NC 50/210 away from the current bridge site approximately one mile to the west past the J H Batts Road (SR 1612) intersection; and approximately one-half mile to the east past the NC 50 intersection. Many stakeholder concerns and constraints exist within the DSA directly adjacent to the bridge including residential townhomes and waterfront properties to the north; and power transmission lines and a Surf City park area to the south. Other concerns include the bridge's eligibility as a historical landmark, surrounding environmental features including wetland areas, and businesses located just beyond each end of the bridge. These concerns were voiced at the CIW #1 meeting and ideas for alignments were drawn by citizens during the meeting. As a result of these concerns and the citizen alignments provided the PSA has been expanded to cover the broad range of corridor alternatives that will be considered. The outermost corridors extend approximately 2500' north and south of the existing bridge location. 3.2 Demographic Study Area (DSA) The Demographic Study Area (DSA) shown in yellow on Figure 3-1 is defined to provide demographic characteristics for the community surrounding the project. The DSA is a broad area that includes all communities that may be affected directly or indirectly by the proposed project. Since this bridge services all of Topsail Island, the entire island has been included in the DSA, corresponding to Pender County Census Tract 98.01-001 Block Group and Onslow County Census Tract 0.04-005 Block Group. Also included in the DSA is the mainland portion of Surf City between the Intracoastal Waterway and US 17, Pender County Census Tract 98.01- 002 Block Group. US 17 is a logical boundary of the DSA given that the Block Group boundary coincides with US 17 and Surf City town limits extend to US 17. The purpose of this DSA is to expand the bridge's immediate area to provide accurate demographic characteristics that will give a clear understanding of the broader community characteristics and concerns of surrounding residents and businesses. NORTH CAROLINA 7 TOPSAIL ISLAND BRIDGE REPLACEMENT DEPARTMENT OF TRANSPORTATION T.I.P. No. 8-4929 AUGUST 2009 Z °-rt-1'-?-1 rL 0 'L ^ V Y U ? O O CO 0 ?o U r rdev Pe T o N (¢ -0 E o H J Q a W z O LLI v U Q ?m 3 w CL E -3 ;, a ¢ ~ to J a O m cr rn ? m1? oa a ? y J co a) Q C/) U m ~ i QZ mo U O N - vt Z to J fl-m a U m co I_° N f J U a C/) m O m Q Q ~ to m ?' fn J O = a U a > E O ` 4- C) W O O V O Q d' cc a_ o ob 0 Z 0 0 C:) LL ??( 7 O O \ O \. O ? O O N / / O ?• / CD ?- LO r a' n. 01 i 7 C, V ? A ,jam \ " - - - - - - - - - - - t sir ' 411, Y _ 11 ?l0/s l a ?0? ? o (a CO N -J r /f• l' r co CO ?3'? r Al J- r ?s ?s O G0- Gov , .i e?aec ' °,et Q a? 0000000 0000000000* CONCURRENCE POINT 1 PURPOSE & NEED - STUDY AREA DEFINED 4.0 NEED FOR PROPOSED ACTION Two specific needs have been identified that will warrant proceeding with this bridge replacement. These needs include: providing a safe bridge crossing that is structurally sound and maintaining access for emergency services and vehicular traffic. 4.1 Safety The existing bridge opened in 1955 and consists of a swing span main channel structure with concrete deck girder approach spans. Existing length of the bridge is 463' with a main channel swing span length of 254' and a roadway travel width of 24'. The NCDOT conducts a bridge inspection on a two year cycle. The latest 2007 bridge inspection report indicates that the bridge is in poor condition with a sufficiency rating of seven out of one hundred with restricted loads of 15 tons for single vehicles and 19 tons for tractor trailers. Subsequent to the 2007 inspection, the NCDOT has decreased the weight limits to 14 tons for single vehicles and 18 tons for tractor trailers, a result of further deterioration of the structure. The NCDOT estimates the remaining practical service life of this bridge to be five to seven years (as of 2007) with a continuous need for extensive maintenance. The existing 24' of travel width is abutted on each side by 3' sidewalks. These narrow widths and close proximity of vehicles, bicycles, and pedestrians create an unsafe multimodal travel condition. 4.2 System Linkage/ Travel Time/ Access Needs 4.2.1 System Linkage The Topsail Island Bridge is one of only two access points onto Topsail Island. The second bridge is located in the Town of North Topsail Beach, approximately seven miles north of the project site. The absence of a connecting link between Topsail Island and the Surf City mainland would result in an inefficient transportation system having economic impact to the surrounding communities. Also, a no-build alternative at this site would be inconsistent with the Topsail Area Comprehensive Transportation Plan (CTP). A separate feasibility study has been initiated by NCDOT along NC 210 that is evaluating improving the existing facility to a four lane section from US 17 to the Topsail Island Bridge site. 4.2.2 Travel Time NC 50/210 is a designated hurricane evacuation route and the Topsail Island Bridge is a vital link in providing hurricane evacuation for the Topsail Island communities. Without the Topsail Island Bridge in place, all evacuees would be forced to use the North Topsail Bridge which may result in disorderly evacuations, evacuation delays, and jeopardize the safety of Topsail Island NORTH CAROLINA 9 TOPSAIL ISLAND BRIDGE REPLACEMENT DEPARTMENT OF TRANSPORTATION T.I.P. No. B-4929 AUGUST 2009 CONCURRENCE POINT 1 PURPOSE & NEED - STUDY AREA DEFINED residents. The detour required would be approximately 25 miles of additional travel resulting in an approximate 30 to 45 minute delay under good traffic conditions. The existing bridge opens for commercial vessel traffic on demand and will open for daytime recreational vessels at the top of each hour. On average, the bridge opens about 6-8 times a day. During peak months, these openings increase to approximately 20 per day. Each opening results in vehicular traffic delays including delays in emergency services between the mainland and the island. During the peak vacation months, the bridge tender has documented on many occasions over 400 waiting vehicles when bridge is opened for vessel traffic. 4.2.3 Access Needs The connectivity of Topsail Island to the mainland is imperative for the economic vitality of the area and the commutes associated with daily living. Business interaction between the island and the mainland is apparent given the limited basic goods and services on the island. Residents travel to the mainland for these items including healthcare, groceries, postal services, retail shopping, and other needs. Likewise, mainland populations travel to the island to take advantage of the recreational opportunities offered at the beach. Furthermore, mainland residents of Surf City and Topsail Beach travel to the island for municipal government related activities including paying utility bills. NC 50/210 is a designated bicycle route and the existing bridge provides a pedestrian and bicycle connection between the mainland and the island. A public park and boat landing is immediately adjacent to the bridge reinforcing the need for pedestrian and bicycle accommodations on the bridge. NORTH CAROLINA 10 TOPSAIL ISLAND BRIDGE REPLACEMENT DEPARTMENT OF TRANSPORTATION T.I.P. No. B-4929 AUGUST 2009 CONCURRENCE POINT 1 PURPOSE & NEED -STUDY AREA DEFINED 5.0 PURPOSE OF PROPOSED ACTION The purpose of the proposed project is to address the needs described above including the following: • Improve the bridge's safety by increasing the structural capacity of the bridge and providing appropriate travel widths for all multimodal traffic crossing the bridge. • Maintain current system linkage between the island and mainland and accommodate access needs for emergency service vehicles and other vehicular traffic. NORTH CAROLINA 11 TOPSAIL ISLAND BRIDGE REPLACEMENT DEPARTMENT OF TRANSPORTATION T.I.P. No. B-4929 AUGUST 2009 CONCURRENCE POINT 1 PURPOSE & NEED - STUDY AREA DEFINED 6.0 PROPOSED PROJECT MODIFICATIONS, SCHEDULE & COSTS 6.1 Proposed Modifications Several replacement alternatives will be investigated including relocating the bridge up to 2500' north or south of the current location. Other possibilities will include alignments closer to the current site or at the same location. Many constraints exist adjacent to the bridge and design studies will be performed to balance the reconstruction with potential impacts. On-site temporary detour alignments may be designed to accommodate traffic during construction. 6.2 Project Schedule The proposed project schedule is as follows: ? Citizens Informational Workshop #1 - June 25th, 2009 ? Concurrence Point 1 - August, 2009 ? Citizens Informational Workshop #2 - Spring, 2010 ? Draft Environmental Assessment - Fall, 2010 ? Corridor Public Hearing - Spring, 2011 ? Selection of Recommended Alternative - Summer, 2011 ? FONSI - Fall, 2011 ? Right-of-Way - 2013 ? Construction - 2015 6.3 Estimated Project Costs Preliminary project costs listed in the NCDOT 2009-2015 TIP are as follows: ? Right-of-way - $1,000,000 ? Construction - $25,000,000 NORTH CAROLINA 12 TOPSAIL ISLAND BRIDGE REPLACEMENT DEPARTMENT OF TRANSPORTATION T.I.P. No. 8-4929 AUGUST 2009 CONCURRENCE POINT 1 PURPOSE & NEED - STUDY AREA DEFINED Appendix A CIW #1 Newsletter and Summary of Citizen's Comments NORTH CAROLINA 13 TOPSAIL ISLAND BRIDGE REPLACEMENT DEPARTMENT OF TRANSPORTATION T.I.P. No. B4929 AUGUST 2009 r'.' ? ?' CIW # 1 Comments Summary 1) How often do you travel over the bridge (via automobile), or under/through the bridge (via boat)? (160 responses) 1-2 3-4 >4 No Response 52 1 How does the bridge support your community or business? (164 responses) Significant 106 Insignificant 32 No Response 26 If the bridge were closed short-term or long-terrn, how would this impact you? (178 responses) Significant 106 Insignificant 51 Short Term is O Kay 10 Winter is O Kay 5 No Response 6 How are you affected by delays due to the opening of the swing bridge? (174 responses) Significant - 60 Insignificant/plan around bridge openings 110 No Response 4 5) Do you use the bridge at North Topsail to avoid delays at Surf City? (159 responses) Yes 25 No 133 No Response 1 34 84 6) Do you think a high span bridge similar to the bridge at North Topsail is appropriate for the existing bridge replacement? How about a bascule bridge? (178 responses) High Span 60 No High Span Bascule New Swing Maintain Existing Swing Mid-level Bascule Parallel Tunnel No Preference No Response ? 18 d. 12 1 Q 1 3 16 7 Should the new bridge accommodate pedestrians and bicyclists? (158 responses) Yes 145 No 13 Based on the information available, were all substantial questions answered? (141 responses) Yes 1:14 <1 <1 81 Page 1 of 6 CIW # 1 Comments Summa Need Additional Info Need more details on projected plan More information about replacing bridge with high span Show sites where high span bridge would be. Was expecting to see many different plans Costs? Need more information on impact of widening Need more info - how will project be paid for? Show pictures of actual designs and proposed approached Show pictures of current bridge and superimpose the possible bridge over the photo Next time have more answers Need plans and costs Would like to have more of a hearing to hear others thoughts Show more direct maps with possibilities. Come with a plan How is this unfunded? Interested in seeing how we use the CIW input I would like a live presentation with a question and answer session Concerns/Issties No one could answer technical questions There are no people to discuss issues - need open forum Keep the negative people out Have heard other places on island were being considered for fixed structure 12) Do you have any additional comments or any specific issues or ideas that you would like to share concerning the bridge replacement? High-Span Thinks span bridge is the answer Replace with high rise. Wants swing bridge gone High rise. Donate concrete of old bridge and roadway to the park Any swing or bascule bridge would not solve existing delays Without high rise bridge, congestion will only get worse Do not replace with another movable bridge High rise is best economical choice Fixed bridge Need project that should result in high bridge Keep bridge open during construction - high rise bridge Swing bridge is aggravating. Do not like bridge. It's a hindrance No High-Span High span would be out of character for this island Surf City too small for high rise. Charm would be lost. High rise bridge - too much negative impact on business owners No high rise No high rise No high rise Bascule Replace with draw bridge Bascule bridge is answer A bridge like the one at Wrightsville Beach would work best Take Wrightsville bridge and make higher Page 3 of 6 1 Comments Summa Must be a temporary bridge in same area or businesses will die Leave swing bridge till new bridge is replaced 4-lane bridge. Have current bridge or temporary bridge open during construction 2 years with no bridge would be a nightmare Timeframe How long will it take to replace bridge The sooner, the better The sooner this bridge, the better Speed up the process Six years is too long to wait. Bottom of bridge is bad Committee Hap Alexander - Would like to serve on a Team to brainstorm - address concerns of residents Form a steering committee of local citizens Would like to see a steering committee of local residents Character Important to keep character of island while not impeding progress Bridge is a special landmark. Safety supersedes. New bridge design should reflect the scenic community of Surf City. This bridge should be aesthetically attractive - major focal point Please try not to destroy the integrity and uniqueness of this lovely island We don't want to be like Myrtle Beach or Wrightsville Beach Keep our island as it has been Don't want to change Impacts Property that might be affected did not get any answers - too early perhaps What will happen to park by the bridge? Concerned about businesses if moved Disruption to property and business owners would be a major priority New bridge should allow for fishing near or under it. Need no wake zone Impact as few as possible Specific Details Need 4 lanes from 17 to Surf City and round-a-bout Need vascular parallel bridge. DOT exercise eminent domain Toll booth for tourist only Make it 3 lanes Consider traffic from Little Kinston Rd entering Hwy 50 Other We will feel satisfied with whatever DOT feels best It's stressful not knowing what's coming and how to prepare for it Would like specific criteria why this bridge is insufficient. Not satisfied with info given. No San bridge. Needs and desires of permanent residents and businesses should be paramount Would like to have public questions answered and published at the next meeting or website/newspaper to make us all know that you've heard our concerns Provide info prior to final decision in order to allow community input in final decision CONCURRENCE POINT 1 PURPOSE & NEED - STUDY AREA DEFINED Appendix B Project Photographs NORTH CAROLINA 14 TOPSAIL ISLAND BRIDGE REPLACEMENT DEPARTMENT OF TRANSPORTATION T.I.P. No. B-4929 AUGUST 2009 CONCURRENCE POINT 1 PURPOSE & NEED - STUDY AREA DEFINED Swing Span Looking South Mainland Approach Looking East NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 15 TOPSAIL ISLAND BRIDGE REPLACEMENT T.I.P. No. B-4929 AUGUST 2009 Swing Span Looking North Mainland Approach Looking East CONCURRENCE POINT 1 PURPOSE & NEED - STUDY AREA DEFINED Southside Park Area looking West NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 16 TOPSAIL ISLAND BRIDGE REPLACEMENT T.I.P. No. 8-4929 AUGUST 2009 Swing Span at Bridge Tender Looking West Open Swing Span Looking West Island Approach Looking West 4) O a N N 7D C O 61 ° i O a) U ' w C "-' ? cv O N .D 7C) Z U - fl a) U c E5 6 O N J Q W C a) L(7 CL O ) a cl) a) C Z cv L ._ L,' ui N +T _ 0 L LI) cn C O W LI) OD n C ?' C co c L co 72 o N V O C L c m Q Z U .- 70 - a-- X a) "O C f6 Q r C O i U O Q O CD ? C 0 C -0 N C O "J Q 70 O U 3 X f Z - Q N L O O Q T {.i. Z O N ? O i C .T L ? L ? Z Q L d% ? 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P+ r 0 as 0 m O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O CONCURRENCE POINT 1 PURPOSE & NEED - STUDY AREA DEFINED Appendix C NEPA1404 Merger Team Meeting Agreement NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 17 TOPSAIL ISLAND BRIDGE REPLACEMENT T.I.P. NO. B-4929 AUGUST 2009 CONCURRENCE POINT 1 PURPOSE & NEED - STUDY AREA DEFINED NEPA/404 Merger Team Meeting Agreement Concurrence Point No. 1.Purpose & Need and Study Area Defined Project Name/Description: Topsail Island Bridge Replacement, Pender County, NC TIP Project No.: 8-4929 Federal Aid Project No.: BRSTP-50 (10) WBS No.: 40233.1.1 Purpose of Proposed Action The purpose of the proposed project is to address the needs described above including the following: • Improve the bridge's safety by increasing the structural capacity of the bridge and providing appropriate travel widths for all multimodal traffic across the bridge • Maintain current system linkage between the island and mainland and accommodate access needs for emergency service vehicles and other vehicular traffic. Study Area Defined The study area is as shown on the attached Figure 3-1. The Project Team met and concurred on this date of August 20, 2009 with the purpose & need and study area defined for the proposed project as stated above: USACE USEPA NCDCR FHWA USCG NCDMF NCDOT USFWS NCDWQ NCWRC NCDCM NMFS NORTH CAROLINA 18 TOPSAIL ISLAND BRIDGE REPLACEMENT DEPARTMENT OF TRANSPORTATION T.I.P. No. B-4929 AUGUST 2009 r ?\ R /l y LUD?E o - :00: o 00 -?? 0 HE= ND • 00 0 ffm N m mm 0 0 a STATE OF NORTH CAROLINA PF64ee AUG 0 6 ?0?9 µns? ?ry r DEPARTMENT OF TRANSPORTATION BEVERLY EAVES PERDUE GOVERNOR AGENDA Eastern Concurrence Meeting Thursday August 20, 2009 Board Room, Transportation Building Raleigh, North Carolina EUGENE A. CONTI, JR SECRETARY 1;00 P.M.. to 3:00 P.M. Michele James, Project Planning Engineer, PDEA Branch TFP No. B-4929, Topsail Island Bridge, Pender County, Division 3. Team Members: Brad Shaver, USACE Ron Lucas. FHWA Gary Jordan, USFWS David Wainwright, DWQ Brian Wrenn, DWQ Steve Sollod, DCM Ron Sechler, NMF Karen Compton, USFS Bill Brazier, USCG Travis Wilson, WRC Chris Militscher, USEPA Rich Carpenter, DMF Renee Gledhill-Early, SHPO Don Eggert, RPO Michele James, PDEA NCDOT Technical Support Staff and Other Agency Staff: Kathy Matthews, USEPA Allen Pope, Division 3 Jack Provost, Division 3 Mark Shown, Hydraulics Tony Houser, Roadway Judy Joines, ROW Lee Moore, Roadway Lonnie Brooks, Structure Ray Moore, Structure Don Idol, Bridge Maintenance Dan Holderman, Bridge Maintenance Tyler Stanton, HEU Ed Lewis, HEU Steve Gurganus, HEU Charles Cox, PDEA Rob Hanson, PDEA Missy Pair, PDEA Greg Thorpe, PDEA * The Purpose of this meeting is to reach CPI. MAILING ADDRESS: TELEPHONE 919-733-3141 LOCATION: NC DEPARTMENT OF TRANSPORTATION FAX: 919-733-9794 TRANSPORTATION BUILDING PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1 SOUTH WILMINGTON STREET 1548 MAIL SERVICE CENTER WEBSITE: WWW.NCDOT.GOV RALEIGH NC RALEIGH NC 27699-1548 - Q4%m &cn _ 4 Q CONCURRENCE MEETING INFORMATION PACKET FOR YOUR REVIEW PRIOR TO MEETING ON Thursday, August 20, 2009 PROJECT ENGINEER Michele James TIP #B-4929 Please bring this packet to the meeting.