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HomeMy WebLinkAbout20110512 Ver 1_Application_20130815� e,,.. s�E °� � � �� � . .� � �,. STATE OF NORTH CAROLINA DEPARTN�NT OF TRANSPORTATION PAT L. MCCRORY GovExrrox August 15, 2013 Ms. Tracey L. Wheeler U.S. Army Corps of Engineers � Washington Regulatory Field Office 2407 West Sth Street Washington, North Carolina 27889 Dear Ms. Wheeler: �o�i�5l'� ANTHONYJ.TATA SECRETARY SUBJECT: SECTION 404- NEPA MERGER PROCESS Application for a Department of the Army Permit pursuant to Section 404 of the Clean Water Act to discharge dredged or fill material into waters of the United States to construct US 17 from North of NC 171 to Multi-Lanes South of Williamston in Beaufort and Martin Counties, WBS Element 35494.1.1, TIP Project R-2511. The following application, including separate attachments for (1) ENG Form 4345 and (2).mailing list (labels), is submitted for your consideration. This project has been managed in accordance with the NEPA/404 Merger process. The Corps of Engineers has provided concurrence with Purpose and Need (CP 1), and with the selection of Detailed Study Alternatives (CP 2 and 2A). An Environmental Assessment (EA) has been prepared and was previously distributed. The following information is a suminary of relevant project details and is being provided to assist in the Section 404 regulatory review of the project. This letter and attachments, along with the previously distributed EA, should provide sufficient information for the issuance of a Public Notice for the project. Please issue your public notice at the earliest opportunity so that we can jointly proceed toward selecting the LEDPA (least environmentally damaging, practicable alternative which meets the purpose and need of the project) following analysis of public input. Once the LEDPA is selected and approved, efforts will be undertaken to further minimize impacts to jurisdictional resources in the LEDPA corridor and to propose suitable compensatory mitigation to offset unavoidable impacts. • If you have any questions, or need additional information, please contact Mr. Joe Miller, PE, at 919-707-6031 josephmiller@ncdot.gov. Sincerely, � Robert P. Hanson, P.E. Eastern Project Development Section Head Project Development and Environmental Analysis Unit CC: Mr. Henry Wicker, USACOE, Wilmington Mr. John F. Sullivan, III, P.E. FHWA Mr. David Wainwright,NCDWQ (7 copies) Mr. Stephen Lane, NCDCM Ms. Renee Gledhill-Earley, HPO Mr. Travis Wilson, NCWRC � Mr. Chris Militscher, USEPA Mr. Gary Jordan, USFWS Mr. Ron Lucas, P.E., FHWA Mr. Fritz Rohde, NMFS Mr. Kevin Hart,NCDMF Mr. J. A. Bennett, P.E., Roadway Design Mr. Tom Koch, P.E., Structure Management Dr. David S. Chang, PhD., P:E., Hydraulics Mr. Philip S. Harris, III, P.E., Natural Environment Section Mr. J. D. Jennings, P.E. Division 1 Engineer Mr. John Rouse, P.E. Division 2 Engineer Mr. Rob Hanson, P.E., PDEA Dr. Majed Al-Ghandour, PhD, PE, CPM, MCSD,MCT Mr. Bryant Buck, Mid-East RPO N^'. U.S. ARMY CORPS OF ENGINEERS • APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMBAPPROVAL NO. 0710-0003 EXPIRES: 28 FEBRUARY 2013 33 CFR 325. The proponent agency is CECW-CO-R. Public reporting for this collection of information is estimated to average 11 hours per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of the collection of information, including suggestions for reducing this burden, to Department of Defense, Washington HeadquaRers, Executive Services and Communications Directorate, information Management Division and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003). Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research, and Sanctuaries Act, Section 103, 33 USC 1413; Regulatory Programs of the Corps of Engineers; Final Rule 33 CFR 320-332. Principal Purpose: Information provided on this form will be used in evaluating the application for a permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies; and the public and may be made available as part of a public notice as required by Federal law. Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and/or instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activiry. An application that is not completed in full will be returned. (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETE (ITEMS BELOW TO BE FILLED BY APPLICANn 5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (agent is not required) First - Robert Middle -P Last - Hanson First - Middle - Last - Company - NC Deparhnent of Transportation, Project Development Company - E-mail Address -rhanson@ncdot.gov E-mail Address - 6. APPLICANT'S ADDRESS: 9. AGENTS ADDRESS: Address- 1548 Mail Service Center Address- City - Raleigh State - NC Zip - 27699 Country -US City - State - Zip - Country - 7. APPLICANTS PHONE NOs. w/AREA CODE 10. AGENTS PHONE NOs. w/AREA CODE a. Residence b. Business c. Fax a. Residence. b. Business c. Fax 919-707-6000 919-250-4224 STATEMENT OF AUTHORIZATION 11. I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. SIGNATURE OF APPLICANT DATE , NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE (see instructions) STIP Project R-2511, US 17 From North of NC 171 to Multi-Lanes South of Williamston Beaufort and Martin Counties 13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable) Address 15. LOCATION OF PROJECT Latitude: �N Longitude: �W City - State- Zip- 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instructions) State Tax Parcel ID Municipality Section - Township - Range - , ENG FORM 4345, OCT 2012 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3 7. DIRECTIONS TO THE SITE �ae attached vicinity map and cover letter. , �� 18. Nature of Activity (Description of project, include all features) ` � The project proposes to widen a section of US 17 in Beaufort and Martin Counties from two lanes to four lanes. The project extends from north of NC 171 in Beaufort County to the existing four lanes south of Williamston in Martin County. An expressway type facility is recommended for this project. The proposed project is approximately 10.6 miles long. 0 19. Project Purpose (Describe the reason or purpose of the project, see instructions) The purpose of the proposed project is to alleviate congestion and improve the level of service along US 17 along with improving safety to the route. � USE BLOCKS 20-23 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge Widening of existing Road. 21. Type(s) of Material Being Discharged and the Amount oj Each Type in Cubic Yards: Type Type Type Amount in Cubic Yards Amount in Cubic Yards Amount in Cubic Yards Fill for roadway (unknown at this time) , 22. Surface Area in Acres of Wetlands or Other Waters Filled (see instructions) - Acres 4.81 acre of wetlands or Linear Feet 23. Description ofAvoidance, Minimization, and Compensation (see instructions) See attached project summary. v� ENG FORM 4345, OCT 2012 Page 2 o,f 3 .� 24. Is Any Portion of the Work Already Complete? �Yes QNo IF YES, DESCRIBE THE COMPLETED WORK �� � 25. Addresses of Adjoining Property Owners, Lessees, EtC., WhOSe P�Opeffy AdJ01I1S th@ WBtefbOdy (if more than can be entered here, please attach a supplemental list). � a. Address- (See attached mailing labels) City - b. Address- City - c. Address- City - d. Address- City - e. Address- City - State - Zip - State -, Zip - State - _ Zip - State - Zip - State - Zip - I26. List of Other Certificates or Approvals/Denials received from other Federal, State, or Local Agencies for Work Described in This Application. AGENCY TYPE APPROVAL' IDENTIFICATION DATE APPLIED DATE APPROVED DATE DENIED NUMBER � ' Would include but is not restricted to zoning, building, and flood plain permits 27. Application is hereby made for permit or permits to authorize the work described in this application. I ce�tify that this information in this application is complete and accurate. I_further certify that I possess the authority to undertake the work described herein or am acting as the duly authorized agent of the applicant. � ��/ SIG UR OF APPLICANT DATE SIGNATURE OF AGENT DATE The Application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States. knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a ma4erial fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both. ENG FORM 4345, OCT 2012 Page 3 of 3 R-2511 Beaufort and Martin Counties Project Summary For the USACE ENG Form 4345 Introduction The North Carolina Deparhnent of Transportation (NCDOT) proposes to Widen US17 from two lanes to four lanes from north of NC 171 in Beaufort County to the existing multi-lanes south of Williamston in Martin County (Figure 1). Studies are underway in accordance with the requirements set forth in the National Environmental Policy Act (NEPA) of 1969, as amended. � NEPA/404 Mer�er Process Documentation In a letter dated October 19, 1999, The Merger Team concurred on the purpose and need for the project (Concurrence Point 1). At a February� 17, 2011 meeting, the Merger Team agreed on alternatives for detailed study (Concurrence Point 2). The merger team concurred on bridging decisions (Concurrence Point 2A) on April 15, 2013. ' Purpose and Need The purpose of the proposed project is to alleviate congestion and improve the level of service along. US 17, and in doing so, improve the safety of the route. The proposed project will address the following needs: • By the year 2035, portions of US 17 within the project area will operate at or near capacity (LOS E and D). • US 17 in the project area is a designated hurricane evacuation route as well as a regionally important route. • Although lower than the critical rate, the total accident rate along US 17 in the project area exceeds the statewide average for similar facilities. As discussed above, the merger team concurred on the purpose and need for this project on October 19, 1999. . Schedule and Costs The proposed project is included in the NCDOT 2012-2018 State Transportation Improvement Program (STIP) as Project R-2511 and is programmed for right of way acquisition beginning in Fiscal Year (FY) 2019 and construction in FY 2022 in the draft 2013-2023 NCDOT Program and Resource �lan. The estimated cost of the project is shown in Table 1. TABLE 1 PROJECT COST ESTIMATES Construction $51,050,000 �Right of Way Acquisition $15,987,000 Utility Relocation $4,650,000 Wetland/Stream Mitigation $1,685,000 Total $73,372,000 R-2511 Beaufort and Martin Counties Project Summary For the USACE ENG Form 4345 The total cost for the project included in the draft 2013-2023 Program and Resource Plan is $71,400,000. This includes $16,000,000 for right of way acquisition, $4,400,000 for utility relocation and $51,000,000 for construction. • Alternatives No Build Alternative ; The No-Build Alternative would not.provide any: substantial improvements to US 17 within the study area; only typical maintenance activities would occur. The No-Build Alternative would not meet the purpose and need of the project. Travel Demand Management (TD1Vn Travel Demand Management (TDM) strategies include staggered work hours and ridesharing. Given the predominately rural nature of the project area, it is not expected that adjustments to work schedules or ridesharing would substantially reduce the peak hour traffic volumes within the study area. Mass Transit Inter-city bus service is available for both Beaufort and Martin Counties. Greyhound Bus Lines serves both Washington and Williamston with one bus a day. Martin County transit buses use the route with three buses traveling the route six times a day. Given the predominantly rural nature of the project area, improvements to public transportation or upgraded inter-city bus service are unlikely to result in substantial reductions in the amount of traffic along US 17 in the project area. While both TDM and mass transit alternatives fail to reduce traffic volumes in the project area, both alternatives would also not address the statewide and regional objectives of upgrading the US 17 corridor to a four-lane facility. Transportation System Management (TS1Vn Transportation system management activities, such as intersection improvements, signing or traffic signalization improvements would potentially improve safety along existing US 17. However, such improvements would not sufficiently meet the project purpose of reducing congestion. TSM alternatives would also not substantially address the statewide and regional objective of upgrading the US 17 corridor to a four-lane facility. Widen Existing US 17 Widening existing US 17 would reduce traffic congestion and improve travel time and safety along US 17 in the project area. The proposed project has been divided into nine sectibns and both east side and west side widening were considered. The nine sections are shown on Figure 2 and described below: f►a � R-2511 Beaufort and Martin Counties Project Summary For the USACE ENG Form 4345 Section 1— North Roberson Road (SR 1418) to approximately 0.25 mile south of Griffn Road (SR 1421) Section 2— Approximately 0.25 mile south of Griffin Road to approximately 0.2 mile north of Woolard Road (SR 1419) Section 3— Approximately 0.2 mile north of Woolard Road to approximately 0.6 mile north of the Beaufort/Martiri County. Line in Martin County. Section 4— Approximately 0.6 mile north of the County Line to approximately 1.1 mile south of Smithwick Creek Church Road (SR 1106) Section 5— Approximately 1.1 miles south of Smithwick Creek Church Road to Approximately 0.7 mile south of Smithwick Geek Church Road Section 6— Approximately 0.7 mile south of Smithwick Geek Church Road to approximately 0.2 mile south of Smithwick Creek Church Road Section 7- Approximately 0.2 mile south of Smithwick Creek Church Road to approximately one mile north of Smithwick Creek Church Road Section 8- Approximately one mile north of Smithwick Creek CHurch Road to approximately 0.2 mile south of Dan Peele,Road (SR 1114) Section 9— Approximately 0.2 mile south of Dan Peele Road to the existing multilane south of Williamston. Table 2 below compares the impacts of east and west side widening for each section. TABLE 2 PRELIMINARY WIDENING ALTERNATIVE COMPARISONS Delineated R/W From ' Wetlands Streams Historic Section Alternative Homes Businesses Acres Feet Pro e ? Cemete 1 East 16 3 035 620 West 8 2 0.86 620 2 East 5 2.08 210 West 5 1.19 200 3 East 7 1 0.74 West 6 1 0.9 4 East 10 1 0.07 160 Yes (2) 1 West 8 0.21 80 Yes (2) 5 - East 2 1 1.67 150 West 2 134 70 6 East 2 0.72 220 West 3 0.95 240 � East 8 1 _ West 5 2 g East 3 Yes (2) West 5 Yes (2) 1 9 East 3 0.24 460 Yes (1) West 7 0.005 320 Yes (1) Impacts are based on 250-foot impact area. ,_>>:r_�:::,_::... ,,�:..,:::... - . R-2511 Beaufort and Martin Counties - Project Summary For the USACE ENG Form 4345 , � ' Analysis and refinement of alternatives resulted in widening options being selected for all but one of the nine project sections. In Section 4, two widening options were carried forward for detailed study. Two options were carried forward because widening to the west the entire length of Section 4.would have an adverse effect on a historic property (Griffin's Hatchery), while widening to the east would relocate two additional homes. An option which would involve widening to'the west the entire length.of Section 4 and an option which would widen to the west for most of Section 4 but would shift to avoid Griffin's Hatchery were both carried forward for detailed study. The alternatives studied in detail for each section are listed below: . Section 1 2 3 4 4 5. 6 7 0 Widening West side West side East side West side WesdAvoid Best Fit Best Fit West side East side � Best Fit Why selected? fewer relocatees less wetlands fewer relocatees fewer relocatees avoid hatchery best fit best fit less relocatees less relocatees best fit The NEPA/404 merger team concurred on the alternatives to be studied in detail at a merger team meeting held on February 17, 201 l. � R-2511 Beaufort and Martin Counties Project Summary For the USACE ' ENG Form 4345 Detailed Study Alternatives As stated previously, a widening alternative was selected for eight of the nine project sections. The impacts of the detailed study alternatives are shown on Table 3 below. TABLE 3 DETAILED STUDY ALTERNATIVES COMPARISON Sections 4 1-3 west Avoid 5-9 Residential 18 (5 [3] 8 (2) [7] 4 (2) [] 14 (4) [4] Relocations* Business 0 0 0 0 Non-Profit 3(1) 0 0 0 Total Relocations 21 (6 8(2) 4(2) 14 (4) Minority/Low-Income Populations No No No No Dis ro ortionatel Im acted? Adverse No No Historic Properties (Adverse Effect) No Effect Effect Adverse Adverse Effect Effect Communi Facilities Im acted 0 0 0 0 Section 4 Im acts None 1 None None Noise Im acts Im acted Pro erties 14 5 3 9 Prime Farmland Acres 19.9 10.6 11.2 27.4 Forested Areas Im acted Acres 14.4 1.1 2.7 11.1 Wetlands Acres 2.52 0.18 0.18 2.11 Streams Linear Feet 550 140 140 710 Ri arian Buffer S uare Feet 120,970 N/A N/A N/A Flood lain Acres 4.5 0 0 0 Federally-Protected Species No Effect No No No Effect Effect Effect Ri ht of Wa $6.800 $2.535 $2.475 $6.712 Utili Relocation $2.068 $1.162 $1.230 $1.352 Cost (Millions) Wetland/Stream $0.746 $0.136 $0.136 $0.803 Miti ation Construction $23.050 $5.700 $5.800 $22.200 Total $32.664 $9.533 $9.641 $31.067 Section Len th Miles 4.8 1.4 1.4 4.4 *-Parentheses () indicate minoriTy-owned or occupied homes or`businesses. Brackets [] indicate homes within the existing right of way. R-2511 Beaufort and Martin Counties Project Summary For the USACE ENG Form 4345 Current Alternative As discussed previously, a widening alternative was chosen for all but one of the project sections (Section 4). Following detailed environmental surveys and preliminary design, the decision was made to drop the west side widening option in Section 4 because it would relocate more homes and would have an adverse effect on the National Register-eligible Griffin's Hatchery. The NEPA/404 merger team concurred with eliminating the west widening option for Section 4 at a meeting held on January 31, 2013. Table 4 below presents the enviranmental effects of the current alternative for the project. TABLE 4 SUMMARY OF ENVIItONMENTAL EFFECTS Residential 36 (11 Relocations Business 0 Non-Profit 3 (1) Total Relocations 39 (12) Minority/Low-Income Populations Disproportionately No Im acted? Historic �Pro erties Adverse Effect No Adverse Effects Communi Facilities Im acted 0 Section 4 Im acts None Noise Im acts Im acted Pro erties 27 Prime Farmland Acres 88.9 Forested Areas Im acted Acres 28.2 - Wetlands Acres 4.81 Streams Linear Feet 1,400 Ri arian Buffer S uare Feet 120,970 Flood lain Acres 4.5 Federall -Protected S ecies No Effect _ Ri ht of Wa $15.987 Utili Relocation $4.650 Cost (Millions) Wetland/Stream Miti ation $1.685 Construction $51.050 Total $73.372 Pro'ect Len th Miles) 10.6 *-Parentheses () indicate minority-owned or occupied homes, businesses or non-profit organizations. Waters of the United States Streams Water resources within the project study area (listed in Table 5) are part of the Roanoke River Basin and the Tar-Pamlico River Basin. Water resources within Martin County drain to the Roanoke River and water resources within Beaufort County are in the Tar-Pamlico basin. The project crosses three perennial streams in the Roanoke River Basin and two perennial streams and three intermittent streams in the Tar- Pamlico River Basin. Additionally, there are crossings of the upper reaches of three unnamed tributaries in the Roanoke basin. ° R-2S11 Beaufort and Martin Counties Project Summary For the USACE ' ENG Form 4345 As with most natural water bodies in this region, tlie majority of the streams e�ibit evidence of past efforts to channelize the stream. It also appears that several of the crossings may be agricultural drainage ditches that have been cut to connect with the natural drainage patterns of the area. Table 5— Water Resources in the Study Area Map DWQ Index Best Usage Project Impacts Stream ID Number Classification Section feet UT to Gum Swamp SZ 28-103-14-2-1 C;Sw,NSW 1 165 UT to Gum Swamp SY 28-103-14-2-1 C;Sw,NSW 1 0 UT to I;atham Creek SX 28-103-14-2 C;Sw,NSW 1 185 Gum Swamp SW 28-103-14-2-1 C;Sw,NSW 2 200 UT to Smithwick Creek SE 23-50-2 C 4 �West) 140 (Avoid) 140 UT to Smithwick Creek SV 23-50-2 C 5 70 Jack's.Swamp SU 23-50-2-1 C 6 230 UT to Smithwick Creek ST 23-50-2 C 9 360 UT to Smithwick Creek SS 23-50-2 C 9 50 Wetlands. Jurisdictional wetlands are also present in the study corridor. Wetland sites in the project area are presented in Table 6 below. , Table 6— Jurisdictional Characteristics of Wetlands in the Study Area Wetland Project Impacts Name/Ma ID Wetland T e Section Acres WE Bottomland Hardwood 1� 0.06 WXX Bottomland Hardwood 1 0.05 WZ Bottomland Hardwood 0 WF Riverine Swam Forest 2 2.06 WG Hardwood Flat 3 0.29 � WY Bottomland Hardwood 3 0.05 WW Bottomland Hardwood 3 0.01 WV Headwater Forest 4 (West) 0.18 (Avoid) 0.18 WLJ Headwater Forest 5 1.03 WC Hardwood Flat 5& 6 0.03 WB Headwater Forest 6 0.95 WT Headwater Forest 6 0.07 WA Bottomland Hardwood 9 0.03 7 R-2511 Beaufort and Martin Counties Project Summary For the USACE ENG Form 4345 Project construction cannot be. accomplished without infringing on wetlands and surface waters. Table 7 below presents anticipated project effects on wetlands and streams. TABLE 7 WETLAND/STREAM IMPACTS OF PROJECT ALTERNATIVES Section 1-3 4 5-9 Wetiands Affected acres 2.52 0.18 2.11 Stream Impacts (feet) 550 140 710 Ponds There are no jurisdictional ponds within the study area; therefore, none will be impacted by any of the detailed study alternatives. Floodplains Beaufort and Martin Counties are both participants in the National Flood Insurance Regular Program. The project crossing of Latham Creek is located within a special 100-year flood hazard zone which is within a detailed flood study reach, having a regulated 100-year non-encroachment width regulated as a floodway. The proposed box culvert will provide equivalent or greater conveyance than that of the existing bridge. Figure 2 shows the approximate limits of the 100-year floodplain for streams in the project area. NCDOT will coordinate with the Floodplain Mapping Program (FMP), the delegated state agency for administering FEMA's National Flood Insurance Program, to determine whether the Memorandum of Agreement between NCDOT and the FMP is applicable or if approval of a Conditional Letter of Map Revision (CLOMR) and subsequent final Letter of Map Revision (LOMR) will be required. This project involves construction activities on or adjacent to a FEMA-regulated stream. Therefore, NCDOT Division One shall submit sealed as-built construction plans to the Hydraulics Unit upon completion of project construction, certifying that the drainage structures and roadway embankment that are located within the 100-year floodplain were built as shown in the construction plans, both horizontally and vertically. Miti�ation Evaluation Mitigation has been defined in the NEPA regulations to include efforts that: a) avoid; b) minimize; c) rectify; d) reduce or eliminate; or e) compensate for adverse impacts to the environment [40 CFR 1508.20 (a-e)]. Practicable alternative analysis must be fully evaluated before compensatory mitigation can be discussed. Avoidance and Minimization Given the number of streams and wetlands in the project area, total avoidance of surface waters and wetlands by this project is not feasible. R-2511 Beaufort and Martin Counties Project Summary For the USACE ENG Form 4345 The alternatives studied in detail for the project were selected because they have lower impacts on wetlands and streams than other alternatives examined. Additional minimization measures will be considered as the project progresses. Compensatory Mitigation It is expected that wetland and stream mitigation will be required for the project. Final decisions regarding wetland and stream mitigation requirements will be made by the US Army Corps of Engineers and the NC Division of Water Quality. On-site mitigation will be used as much as possible. The Ecosystem Enhancement Program (EEP) will be used for remaining mitigation requirements beyond what can be satisfed by on-site mitigation. North Carolina Riparian Buffers The proposed project will impact 120,970 square feet of protected riparian buffers within the Tar-Pamlico River Basin . Only those impacts to surface waters that occur within the BeauforE County portion of this project are currently subject to buffer protection rules. Riparian buffer mitigation will be determined through coordination with the NC Division of Water Quality. Federallv Protected (Threatened and Endangered) Species As of December 26, 2012, the US Fish and Wildlife Service (USFWS) lists seven species under federal protection for Beaufort County and one species for Martin County. These species are listed on Table 8. F Common Name Atlantic sturgeon np's ridley sea turtle Red wolf Red-cockaded West Indian manatee TABLE 8 Protected S ecies Listed for Beaufort and Martin Counties Scientific Name Status Countv Aabitat rostrata Canis rufus Picoides borealis Trichecus manatus E Both No E Beaufort No EXP* Beaufort Yes E Beaufort ' No E Beaufort No Biological Conclusion No Effect No Effect No Effect No Effect No Effect Rou h-leaved loosestrife Lysimachia aes erulaefolia E Beaufort No No Effect Sensitive joint-vetch Aeschynomene virginica T Beaufort Yes No Effect *-EXP denotes an experimental population. Experimental, nonessential populations of endangered species (e.g., red wol fl are treated as threatened species on public land, for consultation purposes, and as species proposed for listing on private land. No habitat exists in the project area for the Atlantic sturgeon, Kemp's ridley sea turtle, red- cockaded woodpecker or West Indian manatee. Preferred habitat for rough-leaved loosestrife does not exist in the project area, but the species is known to occur along road shoulders, therefore, surveys for the species were conducted on May 17, 2011 with no individuals found. Suitable habitat for sensitive joint- vetch does exist in the project area but a September 22, 2010 survey found none. The red wolf is still experimental except on federal lands where it is endangered. A review of the North Carolina Natural Heritage Program (NCNHP) element occurrence database, updated May 3, 2011, revealed no occurrences of the listed species within one mile of the study area. ' R-2511 Beaufort and Martin Counties � Project Summary For the USACE " ENG Form 4345 - ' The bald eagle was delisted as of August 8, 2007 and is no longer protected by the Endangered , Species Act: It is, however, protected under the Bald and Golden Eagle Protection Act. There is no bald eagle nesting or foraging habitat within 660 feet of the study area. A review of the NC Natural Heritage Program element occurrence database, updated May 3, 2011, revealed no occunences of the bald eagle within one mile of the study area. , Anadromous Species The streams within the project area are inland waters, therefore, the North Carolina Wildlife Resources Commission (NCRWC) has jurisdiction over the streams. NCWRC stated that they will not be requesting an in water work moratorium for this project. Wild and Scenic Rivers The project will not impact any Designated Wild and Scenic Rivers or any rivers included in the list of study rivers (Public Law 90-542, as amended). Cultural Resources The potential for this project to impact cultural resources was evaluated in accordance with Section 106 of the National Historic Preservation Act of 1966, as amended. Potential effects were determined using Criteria for Effect and Adverse Effect (36 CFR 800.9) developed by the Advisory Council on Historic Preservation. Historic Resources No properties listed on the National Register of Historic Places are located within.the project area of potential effects (APE). NCDOT architectural historians surveyed the APE of the proposed project in 2010 and 2011 and seven properties were identified as eligible for the National Register. They are Woodmen of the World Lodge, Former Old Ford School, Thad Hodges House, Griffn's Hatchery, Smithwick-Green-Clark House, Hadley House and Woodland-Perry House. Eligibility decisions were coordinated with the State Historic Preservation Office (HPO). On November 1, 2011, representatives of NCDOT, FHWA and HPO reviewed the subject project and concurred on the project's effects on the seven eligible properties. Table 9 below presents the project's effects on historic properties. TABLE 9 PROJECT EFFECTS ON HISTORIC PROPERTIES Pro e Pro'ect Effect Woodmen of the World Lod e No Effect Former Old Ford School No Effect Thad Hod es House No Effect � Griffin's Hatchery Adverse Effect (West Side Widening) Gri�n's Hatchery No Adverse Effect (Avoidance Alt.) Smithwick-Green-Clark House No Adverse Effect Hadle House No Adverse Effect Woodland-Perry House No Adverse Effect 10 ' R-2S11 Beaufort and Martin Counties Project Summary For the USACE ' ENG Form 4395 Archaeological Resources All identiiied archaeological sites located within the APE have been considered and all compliance for archaeological resources_with Section 106 of the National Historic Preservation Act and GS 121-12(a) has been completed for this project. There are no National Register-listed or Study Listed properties within the project's area of potential effects. No subsurface archaeological investigations are required for this project. Hazardous Materials Eighteen sites possibly containing underground storage tanks (UST) were found to exist in the project limits. There is the possibility unregulated USTs may also exist within the proposed right of way limits. No landfills and no hazardous waste sites were identified within the project limits. The locations of these sites containing USTs are shown on Figure 2. These sites are described in Table 10 below. TABLE 10 POTENTIALLY CONTAMINATED PROPERTIES IN PROJECT AREA Site Site Name Facili ID# Facili T e 1* Former Jack Cherry Pro erty WA-26396 Former gas station w/ USTs 2* Former Coward Pro e WA-26372 Former as station w/ USTs 3* Former Willie Gautier Pro erty 0-004142 Former gas station w/ USTs 4 � Farm None Farm w/ USTs 5 Residence None Home heatin oil UST 6 Former W nn's Gulf None Former as station w/ USTs 7 Former Faulkner's Count Store 0-024177 Former as station w/ USTs 8 Norman's Olde Store None Former as station w/ USTs 9 Moore's Used Cars None Former as station w/ USTs 10 Griffin's Hatchery None Possible USTs 11 Residence None Possible former as station • 12 � Former Rome Ro erson Store 0-017266 Former as station w/ USTs 13 Former Joe Mobley Store None Former as station w/ USTs 14 � Peele Barn None Farm w/ UST 15 Barn None Possible former as station 16 White Buildin None Former as station 17 Coltrain Pro erty WA-25103 Former gas station w/ USTs 18 Old arage None Possible former as station , . *-These properties are along the portion of US 17 currently being widened under TIP Project R-2510C, which is currently under construction. A preliminary site assessment will be performed on sites containing USTs or other potentially contaminated sites prior to right of way acquisition. 11 � R-2511 Beaufort and Martin Counties Project Summary For the USACE ENG Form 4345 {; Lo�ical'Termini/Independent Utility The proposed project has logical termini. The southern terminus connects to the existing four-lane US 17 just north of NC 171and the northern terminus connects to the existing four lanes south of Williamston. In addition, the project is of sufficient length (approx. 10.6 miles long) to address environmental matters on a broad scope. The project has independent utility and is a reasonable expenditure, even if no additional transportation improvements are made in the area. The project does not restrict consideration of alternatives for other reasonably fareseeable transportation improvements. 12 Easy Peel� Labels Use Avery� Template 5160� BEACHAM, CARL L JR 4634 JOE MOBLEY RD WILLIAMSTON NC 27892 TIP Project R-2511 GRIFFIN, J COMER 123 WATERSIDE DR BATH NC 27808 TIP Project R-2511 HARRISON, JEFFREY W& CHRISTIE C 3115 SWEET HOME RD WILLIAMSTON NC 27892 TIP Project R-2511, HOLLIDAY, WILLIAM FRANKLIN 20471 US HWY 17 Nl!LLtAMSTON NC 27892 TIP Project R-2511 PERRY, BARBARA W 6655 US HWY 17 WILLIAMSTON NC 27892 ! TIP Project R-2511 ' STANLEY-WARD FAMiLY TRUST 5206 ASBURY CIRCLE RALEI6H NC 27606 TIP Project R-2511 , i � � 1 � � Bend along line to � Feed Paper �� expose Pop-Up Edgerm �• 1 BEACHAM, CARL LEE ETALS 4634 JOE MOBLEY RD WILLIAMSTON NC 27892 TIP Project R-2511 GRIFFIN, JOSEPH S. 9584 US HWY 17 WILLIAMSTON NC 27892 TIP Project R-2511 HARRISON, MINNIE ANGE 1090 FOREST DR WILLIAMSTON NC 27892 TIP Project R-2511 LIVESAY, GUY W& ROBIN M 8765 US HWY 17 WILLIAMSTON NC 27892 TIP Project R-2511 PRICE, JOHNNIE S & MARY 8565 US HWY 17 WILLIAMSTON NC 27892 TIP Project R-2511 WATSON, LARRY DONNELL & CHARLENE 203 STEEPLECASE DR WASHINGTON NC 27889 TIP Project R-2511 , � 0 �AY Ge` i � �26OTM I _. _ J BOWEN, LINDA N 1100 THURMAN GRIFFIN RD WILLIAMSTON NC 27892 ' TIP Project R-2511 HARRISON, JACKIE A& LINDA W 3251 GODARD TOWN RD WASHINGTON NC 27889 TIP Project R-2511 HODGES, JOHN DAVID JR 10155 US HWY 17 WILLIAMSTON NC 27892 TIP Project R-2511 LOCKHART, DONALD W 6000 US HWY 17 WILLIAMSTON NC 27892 TIP Project R-2511 ROGERSON, PATTIE PRICE 8325 US HWY 17 WILLIAMSTON NC 27892 TIP Project R-2511 WOOLARD, PATRICIA GRAY 10265 US HWY 17 WILLIAMSTON NC 27892 TIP Project R-2511 Etiquettes faciles a peler ; � Repliez a la hachure afin de ; www.avery.com --••• • • •. -- -----^ ----�, , Sens de - -- - - - • i i A213/1V'OJ-008-L ° wortiane•nnnnnn � . . ARNOLD BILLY JOE ARNOLD BARBARA B 1203 HWY 171 N ; WASHINGTON NC 27889 TIP Project R-2511 CHESNUTT MAXWELL P FAMILY CHESNUTT JUNE M CO- T PO BOX 607 BLOWING ROCK NC 28605 TIP Project R-2511 HODGESJAMES L 8824 US 17 HWY N WASHINGTON NC 27889 TIP Project R-2511 NC DEPT OF TRANSPORTATION 815 STADIUM DRIVE DURHAM NC 27704 � iP Project R-2511 TOPPIN CHRISTIAN BASS 244 N ROBERSON ROAD WASHINGTON NC 27889 TIP Project R-2511 WARD STEVEN CHERRY 155 WOOLARD ROAD WASHINGTON NC 27889 TIP Project R-2511 i,wia�-aod paoqaa a� aa�anaa "�aWsua�y� � p0915 pA213AtJ �!aeqep a� zasi�i�� � ap ui;e aany�ey e� e zai�daa p- 5 ; aa�ad e sa�i�e} sa��anbi�3 BEAUMAR FARMS LLC BOYD KEVIN E ' 313 N UNION AVENUE 201 N ROBERSON RD CRANFORD NJ 07016 WASHINGTON NC 27889 TIP Project R-2511 TIP Project R-2511 GURKIN ALBERT GREY SR POB 81 WILLIAMSTON NC 27892 TIP Project R-2511 HODGES OSCAR CHURCHILL II COX HELEN H 8712 US HWY 17N ' WASHINGTON NC 27889 TIP Project R-2511 ROBINSON W HAROLD BASS ROSEANN ROBINSON 244 N ROBERSON ROAD WASHINGTON NC 27889 TIP Project R-2511 1 WARD EDWARD G HRS 7442USHWYI7N WASHINGTON NC 27889 TIP Project R-2511 � WYNNE DURWOOD KIRBY SR 8317USHWYI7N WASHINGTON NC 27889 TIP Project R-2511 HARRIS ALTON R HARRIS LUCILLE 7498 US 17 HWY N WASHINGTON NC 27889 TIP Project R-2511 LAWRENCE DAVID LEE JR 2508 HORIZO.N HIKE COURT RALEIGH NC 27603 TIP Project R-2511 TANNER NORFLEET PIKE TANNER NORFLEET PIKE 214 W 11TH STREET WASHINGTON NC 27889 TIP Project R-2511 WARD EDWARD G HRS WARD NANCY 7442USHWYI7N WASHINGTON NC 27889 TIP Project R-2511 � , r Twi09Z5 pAj��d Q � w�a6P3 d�-dod asodxa � aaded paai . � p0915 a�.e�dwal o�and as� � i o� aui� 6uo�e puae � � � s�aqe� ,��aad �(se3 ,I . � , � � .�'�_� 1 � \ � ;� J , 1 0.5 0 1 2 0 1 � 1 � 1 � MileS 13 64 . END PROJECT 1114 110 Bear Grass PROJECT LIMITS � 1119 � 1106 — 1500 1521 152 152� ��� Cory's� Crossroads 1533 � 64 � � � . 1528 � 1516 11527 1535 171 /. � a•� �.� � ��u � 'd.. 142$`� P! � � � ds �,\ / `�� BattS ��., � \. 141 � Crossroads���� - �_ 1421 14 �� � �� : '� � �� � 17 \ � �EGIN, 1410 171 Stallings� y ��� C� O Crossroads 1410 OJE 410 1418 OORRANSPORTATIONPARTMENT � DfVIS10N OF HIGHWAYS � OI� FOC� � PROJECTDEVELOPMENTAND I. 1512 ENVIRONMENTAL ANALYSIS BRANCH �ratt�r!�d,, VICINITY MAP i t�0'n US-17 C,rCa 1409 WASHINGTON BYPASS NORTH OF NC 171 1413 TO MULTI-LANES SOUTH OF WILLIAMSTON BEAUFORT-MARTW COUNTIES � 40 - TIP PROJECT R-2511 OCTOBER 2010 FIGURE 1 " � . __ _ ; ��