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Home My WebLink About20181416_Environmental Assessment_20120312,rr .. NC 24-27 From NC 740 in Albemarle To the Proposed Troy Bypass (R-623), west of Troy Stanly and Montgomery Counties Federal-Aid Project BRSTP-0024(33) — B-4974 WBS Elements 34446.1.6, 39922.1.1, & 35572.1.1 TIP Projects R-2530B, B-4974, and R-2527 y�p��pF µORiH C,�RO��'7 � *� ic � c �' o Y,P� �,`P� �FNT OF TR ANSQ� Administrative Action ENVIRONMENTAL ASSESSMENT U. S. Department of Transportation Federal Highway Administration And N. C. Department of Transportation submitted pursuant to 42 U.S.C. 4332(2) (c) and 49 U. S. C. 303 APPROVED: f;o�� .. Date Gregory J. Thorpe, Ph.D., Un� anager ��Project Development and Environmental Analysis Unit � �� I ! � "--`/ �,' � �' t,�-..��' Dat'e �' John F. Sulliva III, PE, Division Administrator Federal Highway Administration NC 24-27 From NC 740 in Albemarle To the Proposed Troy Bypass (R-623), west of Troy Stanly and Montgomery Counties Federal-Aid Project BRSTP-0024(33) — B-4974 WBS Elements 34446.1.6, 39922.1.1, & 35572.1.1 TIP Projects R-2530B, B-4974, and R-2527 ENVIRONMENTAL ASSESSMENT December 2011 Documentation Prepared in the Project Development and Environmental Analysis Unit By: � P� Lisa . Feller, PE Project Development Engineer �,�/�� s /!� Beverly Rob� s n Project Deve pment Group Leader ��N `C A R a ��ii � . i `��,0 4o�ESS�0,1,9'y'�� ` ;a SEAL �': �' _ • j9001 ' � � • — . � /��i �'c�.r',.lN��'�Q-\`\: ! �,��5,�, M„ �E,�. \�� TABLE OF CONTENTS PROJECTCOMMITMENTS ........................................................................................................................................ i SLJMMARY................................................................................................................................................................. iv 1. Type of Action ............................................................................................................................................... iv 2. Project Purpose/Description of Action ..........................................................................................................iv 3. Needs Addressed by the Projects .................................................................................................................... v 4. Alternatives Considered ..................................................................................................................................v 5. Summary of Environmental Effects ................................................................................................................ v 6. Permits Required ...........................................................................................................................................vii 7. Coordination .................................................................................................................................................vii 8. Additional Information ................................................................................................................................viii I. DESCRIPTION OF PROPOSED ACTION .............................................................................................................1 A. General Description .......................................................................................................................................1 B. Historical Resume and Project Status ............................................................................................................. l C. Cost Estimates ................................................................................................................................................2 II. PURPOSE AND NEED FOR THE PROJECTS .................................................................................................2 A. Purpose of the Projects ...................................................................................................................................2 B. Needs for the Projects ....................................................................................................................................2 1. Description of Existing Conditions ........................................................................................................... 3 a) Functional Classification ......................................................................................................................3 b) Physical Description of Existing Facility .............................................................................................3 1) Roadway Cross-section ...................................................................................................................3 2) Right of Way and Access Control ..................................................................................................3 3) Speed Limit ....................................................................................................................................4 4) Intersections ....................................................................................................................................4 5) Railroad Crossings ..........................................................................................................................4 6) Bicycle and Pedestrian Facilities / Scenic Byways .........................................................................4 7) Utilities ...........................................................................................................................................4 8) Bridges and Drainage Structures ....................................................................................................5 c) School Bus Usage ................................................................................................................................6 d) Traffic Carrying Capacity ....................................................................................................................7 1) Existing and Future Traffic Volumes ..............................................................................................7 2) Existing and Future Level of Service ..............................................................................................7 e) Accident Data ......................................................................................................................................8 flAirports ................................................................................................................................................ 8 g) Other Highway Projects in the Area .................................................................................................... 8 2. Transportation and Land Use Plans and Other Transportation Documents ..............................................8 a) Transportation Plans ............................................................................................................................ 8 1) Stanly County ................................................................................................................................. 8 2) City of Albemarle ...........................................................................................................................9 3) Montgomery County .......................................................................................................................9 b) Land Use Plans .................................................................................................................................... 9 1) Stanly County Land Use Plan (2002) .............................................................................................9 2) Montgomery County Land Use Plan (2010) ...................................................................................9 c) Other Transportation Documents ..........................................................................................................9 C. Benefits of the Projects ................................................................................................................................10 1. Safety ......................................................................................................................................................10 1 2. Mobility and Connectivity Functions ......................................................................................................10 III. ALTERNATIVES TO THE PROPOSED ACTION ............................................................................................10 A.. Alternate Modes of Transportation ..............................................................................................................10 B. Transportation Systems Management (TSM) Alternative ............................................................................ l l C. "No-Build" Alternative ................................................................................................................................. l l D. Alignment Alternatives ................................................................................................................................11 IV. PROPOSED IMPROVEMENTS .........................................................................................................................15 A. Roadway Cross Section and Alignment .......................................................................................................15 B. Right of Way and Access Control ................................................................................................................15 C. Speed Limit/Design Speed ...........................................................................................................................15 D. Anticipated Design Exceptions ....................................................................................................................15 E. Intersections ..................................................................................................................................................16 F. Traffic Operations .........................................................................................................................................16 G. Railroad Crossings .......................................................................................................................................19 H. Pedestrian and Bicycle Accommodations ....................................................................................................19 I. Utilities .........................................................................................................................................................19 J. Bridges and Drainage Structures ..................................................................................................................19 K. Landscaping .................................................................................................................................................21 L. Noise Barriers ...............................................................................................................................................21 V. ENVIRONMENTAL EFFECTS OF PROPOSED ACTION ............................................................................21 A. Natural Resources ........................................................................................................................................ 21 1. Biotic Resources .....................................................................................................................................21 a) Terrestrial Communities ....................................................................................................................21 b) Terrestrial Wildlife ............................................................................................................................21 c) Aquatic Communities .........................................................................................................................21 d) Summary of Anticipated Effects ........................................................................................................21 2. Water Resources .....................................................................................................................................27 a) Clean Water Act / Waters of the U.S . ...............................................................................................29 b) Clean Water Act Permits ..................................................................................................................29 c) Construction Moratoria .....................................................................................................................30 d) N.C. River Basin Buffer Rules .........................................................................................................30 e) Summary of Anticipated Effects ....................................................................................................... 30 fl Avoidance, Minimization, and Mitigation .........................................................................................34 1) Avoidance and Minimization of Impacts .....................................................................................34 2) Compensatory Mitigation of Impacts .......................................................................................... 34 g) Bridge Demolition .............................................................................................................................35 h) Anticipated Permit Requirements ...................................................................................................... 35 3. Rare and Protected Species .....................................................................................................................35 a) Endangered Species Act Protected Species .......................................................................................35 b) Bald and Golden Eagle Protection Act ..............................................................................................38 c) Endangered Species Act Candidate Species ......................................................................................39 d) Federal Species of Concern ............................................................................................................... 39 e) US Forest Service Proposed, Endangered, Threatened, and Sensitive (PETS) Species ...................39 4. Soils ........................................................................................................................................................40 B. Cultural Resources .......................................................................................................................................40 1. Historic Architectural Resources ............................................................................................................41 a) Historic Properties .............................................................................................................................41 b) Potential Project Effects ....................................................................................................................41 2. Archaeological Resources .......................................................................................................................43 C. Section 4( fl/ 6( fl Resources ........................................................................................................................45 D. Farmland ......................................................................................................................................................46 2 E. Social Effects ................................................................................................................................................47 1. Neighborhoods/Communities ..................................................................................................................47 2. Relocation of Residences and Businesses ...............................................................................................47 3. Environmental Justice .............................................................................................................................48 4. Limited English Proficiency (LEP) .........................................................................................................49 5. Bicycle and Pedestrian Facilities and Scenic Byways .............................................................................49 6. Recreational Facilities .............................................................................................................................50 7. Public Facilities .......................................................................................................................................50 F. Economic Effects ..........................................................................................................................................51 G. Land Use ...................................................................................................................................................... 51 1. Existing Land Use and Zoning ................................................................................................................51 2. Future Land Use ......................................................................................................................................52 3. Project Compatibility with Local P1ans ...................................................................................................53 H. Indirect and Cumulative Effects ...................................................................................................................53 I. Flood Hazard Evaluation ..............................................................................................................................53 J. Highway Traffic Noise ................................................................................................................................. 54 1. Traffic Noise Impacts and Noise Contours ............................................................................................. 55 2. No-Build Alternative ...............................................................................................................................56 3. Traffic Noise Abatement Measures .........................................................................................................56 4. Noise Barriers ......................................................................................................................................... 56 5. Summary .................................................................................................................................................57 K. Air uali ...................................................57 Q h' ................................................................................................ 1. Mobile Source Air Toxics (MSATs) ......................................................................................................57 2. Summary .................................................................................................................................................58 L. Hazardous Materials ..................................................................................................................................... 59 VI. COMMENTS AND COORDINATION .............................................................................................................. 60 A. Citizens Informational Workshop ................................................................................................................60 B. Public Hearing ..............................................................................................................................................61 C. NEPA/404 Merger Process .......................................................................................................................... 61 D. Other Agency Coordination ......................................................................................................................... 62 E. FERC Coordination ...................................................................................................................................... 63 LIST OF FIGURES Figure 1: Vicinity Map Figure 2: Proposed Typical Section Figure 3A: R-2530B 2010 No Build Traffic Projections Figure 3B: R-2527 & B-4974 2010 No Build Traffic Projections Figure 3C: R-2530B 2035 Traffic Projections Figure 3D: R-2527 & B-4974 2035 Traffic Projections Figures 4A to 4M: Project Alternatives Figure 5: Major Stream Crossings Figure 6A: Flood Insurance Rate Map — B-4974, Site 5 Figure 6B: Flood Insurance Rate Map — R-2527, Sites 6 and 7 Figure 6C: Flood Insurance Rate Map — R-2527, Site 8 Figure 6D: Flood Insurance Rate Map — R-2527, Sites 9 and 12 Figure 7A: Locations of USTs, Landfills and Other Potentially Contaminated Sites — R-2530B Figure 7B: Locations of USTs, Landfills and Other Potentially Contaminated Sites — B-4974 and R-2527 3 APPENDICES Appendix A: Comments Received Appendix B: NEPA 404 Merger Team Concurrence Forms Appendix C: NCDOT Relocation Assistance Program / Relocation Reports Appendix D: Farmland Conversion Impact Ratings Appendix E: Citizens Informational Workshop Information LIST OF TABLES Table S 1: Summary of Environmental Effects ............................................................................................................vi Table 1: Project Cost Estimates from the 2012-2020 STIP ..................................................................................2 Table 2: Latest Project Cost Estimates .............................................................................................................2 Table3: Existing Bridges .................................................................................................................................5 Table 4: Existing Drainage Structures (Major Stream Crossings) .............................................................................6 Table 5: Summary of Impacts in the Project Study Area .......................................................................................13 Table 6: Summary of Environmental Effects ...................... ....... . ... ..... . ......... .. .... .. . ...... .. . ................ ........14 Table 7: R-2530B — 2010 and 2035 LOS and Queuing ...................................................................................17 Table 8: R-2527 — 2010 and 2035 LOS and Queuing ........................................................................................18 Table 9: Proposed Bridges and Drainage Structures (Major Stream Crossings) ...............................................20 Table 10: Water Resources Data ..............................................................................................................................27 Table 11: Stream Impacts in the R-2530B Project Study Area .................................................................................31 Table 12: Stream Impacts in the B-4974 Project Study Area ..............................................................................31 Table 13: Stream Impacts in the R-2527 Project Study Area .....................................................................................32 Table 14: Wetland Impacts in the R-2530B Project Study Area ...............................................................................33 Table 15: Wetland Impacts in the B-4974 Project Study Area ............................................................................33 Table 16: Wetland Impacts in the R-2527 Project Study Area ..................................................................................33 Table 17: Federally Protected Species Listed for Stanly and Montgomery Counties ............................................36 Table 18: B-4974 Project Effects .............................................................................................................42 Table 19: Homes / Businesses to be Relocated by the Projects .................................................................................47 Table 20: Predicted Traffic Noise Impacts by Alternative . . ... ..... . .. . .... . . ....... .. .. ...............................................55 Table 21: Potentially Hazardous Materials Sites ................................................................................................60 � PROJECT COMMITMENTS NC 24-27 From NC 740 in Albemarle To the Proposed Troy Bypass (R-623), west of Troy Stanly and Montgomery Counties Federal-Aid Project BRSTP-0024(33) — B-4974 WBS Elements 34446.1.6, 39922.1.1, & 35572.1.1 TIP Projects R-2530B, B-4974, and R-2527 Project Development & Environmental Analysis Unit NCDOT will coordinate with Progress Energy regarding any requirements of the Federal Energy Regulatory Commission (FERC) regarding approvals. Requireinents from the FERC regarding approvals will be met prior to right of way acquisition. Proiect Development & Environmental Analysis Unit, Roadway Desi�n Unit, Rail Division In the R-2527 project limits, the Norfolk Southern Railroad bridge crosses NC 24-27 within the Uwharrie National Forest which is under the US Forest Service's jurisdiction. NCDOT will ensure that the US Forest Service is part of the project's railroad design coordination process. Geotechnical Unit Preliminary site assessments will be conducted for twenty-three potentially contaminated sites within the proposed right of way prior to right of way acquisition. Divisions 8 and 10 Construction Units This project involves construction activities on or adjacent to the Federal Emergency Management Agency (FEMA) regulated stream. Therefare, the Division 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. R-2530B, B-4974 and R-2527 Environmental Assessment Green Sheet December 2011 Sheet 1 of 3 Hydraulics Unit The Hydraulics Unit will coordinate with the Floodplain Mapping Program (FMP), the delegated state agency for administering FEMA's National Flood Insurance Program, to determine the status of the project with regard to applicability of NCDOT'S Memorandum of Agreement with FMP, or approval of a Conditional Letter of Map Revision (CLOMR) and subsequent final Letter of Map Revision (LOMR). Division of Bicycle and Pedestrian Transportation, Proiect Development & Environmental Analysis Unit, Roadwav Desi�n Unit Fourteen foot outside travel lanes will be utilized for bicycle accommodations from NC 740 in Albemarle to SR 1731, Sweet Home Church Road. Four foot paved shoulders will be utilized for bicycle accommodations from SR 1731, Sweet Home Church Road to the proposed Troy Bypass, west of Troy. Bicycle and pedestrian accommodations will be further coordinated with the City of Albemarle prior to final project design. In accordance with the NCDOT Pedestrian Policy, NCDOT will bear the full cost to replace any existing sidewalks to be relocated by the project along existing streets. The City of Albemarle will participate in the cost of new sidewalks in areas where sidewalks do not currently exist. A municipal agreement will be prepared prior to project construction. Project Development & Environmental Analysis Unit — Natural Environment Section Due to the presence of Schweinitz's sunflower within the project area as well as within 1- mile of the project area, a biological conclusion of "May affect, likely to adversely affecY' has been given. Additional surveys will be required prior to project construction, and this biological conclusion will necessitate further coordination and consultation with the US Fish and Wildlife Service. A Biological Assessment and a Biological Opinion will be completed priar to the completion of the final environmental document. R-2530B, B-4974 and R-2527 Environmental Assessment Green Sheet December 2011 Sheet 2 of 3 ii The proposed projects will have no effect on the smooth coneflower. However, due to the presence of potential habitat within the project area, additional surveys will be required prior to construction. Additional bald eagle surveys may be required within Montgomery County and Stanly County prior to project construction as specified by the Bald and Golden Eagle Protection Act. However, these surveys will be restricted to 660 feet from the edge of the project boundaries. Project Development & Environmental Analysis Unit, Roadway Desi�n Unit The proposed project will have "no adverse effect" on Bridge No. 51 if a responsible party agrees to take ownership of Bridge No. 51 and preserves it in place. A Section 4(� evaluation and a Memorandum of Agreement (MOA) will be required for B-4974, Alternative 1 if a responsible party does not agree to take ownership of Bridge No. 51 and for B-4974, Alternative 4 since Bridge No. 51 will be removed. Project Development & Environmental Analysis Unit—Human Environment Section Multilingual public outreach measures will be taken on an "as needed" basis. R-2530B, B-4974 and R-2527 Environmental Assessment Green Sheet December 2011 Sheet 3 of 3 iii _ 1/ 11/ : C NC 24-27 From NC 740 in Albemarle To the Proposed Troy Bypass (R-623), west of Troy Stanly and Montgomery Counties Federal-Aid Project BRSTP-0024(33) — B-4974 WBS Elements 34446.1.6, 39922.1.1, & 35572.1.1 TIP Projects R-2530B, B-4974, and R-2527 1. Type of Action This is a Federal Highway Administration (FHWA) Action, Environmental Assessment. 2. Proiect Purpose/Description of Action The purpose of these projects is to improve traffic flow and level of service (LOS) on the section of NC 24-27 between NC 740 in Albemarle to the proposed Troy Bypass, west of Troy, and to maintain a bridge across the Pee Dee River that addresses the needs of highway users. State Transportation Improvement Program (STIP) project R-2530B involves widening existing NC 24-27 from west of NC 740 to the Pee Dee River in Stanly County from a two-lane to three-lane facility to a four-lane divided facility with a 23-foot raised median from NC 740 to SR 1731 (Sweet Home Church Road) and transitioning to a 46-foot depressed median from east of SR 1731 to the Pee Dee River in Stanly County. TIP project B-4974 involves replacing existing Bridge No. 51 over the Pee Dee River on the Stanly / Montgomery County line. TIP project R-2527 involves widening existing NC 24-27 from a two-lane facility to a four-lane divided facility with a 46-foot depressed median from the Pee Dee River to the proposed Troy Bypass, west of Troy in Montgomery County. The total length of the proposed projects is approximately 14.6 miles long (See Vicinity Map, Figure 1 and Typical Sections, Figure 2). It is anticipated approximately 150 to 250 feet of right of way plus easements will be required to accommodate the proposed facility. Partial control of access is proposed far the projects. All intersecting roadways will cross the highway at-grade; no grade separations or interchanges are proposed. iv 3. Needs Addressed by the Projects The proposed projects will address the following needs: Transportation deficiencies exist along NC 24-27 in the project study areas which are projected to increase substantially by the year 2035. Bridge No. 51 over the Pee Dee River is considered structurally deficient and is eligible for the Federal-Aid Highway Bridge Program. Maintain and improve the mobility and connectivity functions of the NC 24-27 corridor as part of the Strategic Highway Corridor Vision and the North Carolina Intrastate System. 4. Alternatives Considered Preliminary alternatives examined far the proposed projects included the "No Build" alternative, alternate modes oftransportation, Transportation Systems Management (TSM) alternative, and widening NC 24-27 from NC 740 in Albemarle to the proposed Troy Bypass (TIP project R-623), west of Troy to include constructing a new bridge over the Pee Dee River. Of these preliminary alternatives, only widening NC 24-27 would serve the project purpose of improving trafiic flow and level of service on the section of NC 24-27 between NC 740 in Albemarle to the proposed Troy Bypass and to maintain a bridge across the Pee Dee River that addresses the needs of highway users. Three widening alternatives were considered for TIP project R-2530B. These included north side widening, south side widening and a`Best-FiY' alignment alternative. The `Best-FiY' alternative will widen the existing road at locations that best fit the current location and surrounding land uses. Four bridge replacement alternatives were considered for TIP project B- 4974. Alternate 1 included south side widening and replacing Bridge No. 51, Alternate 2 included south side widening and replacing Bridge No. 51 and No. 50, Alternate 3 included north side widening and replacing Bridge No. 51 and No. 50, and Altemate 4 included replacing Bridge No. 51 in place. A`Best-FiY' alignment alternative was the only alternative considered for TIP project R-2527. Study corridors 500 feet wide were examined for each project. Currently, a`Best-FiY' alternative is under consideration for projects R-2530B and R- 2527. Two alternatives, Alternatives 1 and 4 are under consideration for project B-4974. All of the alternatives selected for detailed study are presented in Table Sl. 5. Summary of Environmental Effects Anticipated environmental effects of the alternatives currently under consideration are summarized below in Table Sl. v TABLE Sl: SUMMARY OF ENVIRONMENTAL EFFECTS IMPACT CATEGORY PROJECT STUDY ALTERNATIVE TOTAL IMPACTS A B-1 B-4 C R-2530B B-4974, B-4974, R-2527 A+B1+C A+B4+C Alt.l AIt.4 Natural Resources Im acts Federal Listed Species Habitat Yes Yes Yes Yes Yes Yes 100-Year Flood Plain and No Yes Yes Yes Yes Yes Floodway Impacts Wetlands (number of 4/ 0.58 2/ 0.08 1/ 0.02 23 / 1.71 29 / 2.37 28 / 2.31 crossings/acres) Stream Crossings (number/linear 23 / 7/ 8/ 29 / 59 / 60 / feet) 7,122 1,667 1,958 6,438 15,227 15,518 Water Supply Critical Areas Yes Yes Yes Yes Yes Yes Rare Plants * Yes No No Yes Yes Yes USFS Forest Land (acres) 0 9 9 111 120 120 Human Environment Impacts Residential Relocations (number) B-4974 18 16 7 25 23 Business Relocations (number) B-4974 �4 19 3 27 22 Low Income/Minority Population No No No No No No Cemeteries/Gravesites (number of yes / 0 No No No Yes / 0 Yes / 0 aves im acted) Historic Structures 0 0 1 0 0 1 Archaeolo ical Sites 3 0 0 3 6 6 Section 4(fl Impacts No Yes Yes No Yes Yes Traffic Noise Ixnpacts (receptors) 19 *** *** 11 30 30 /Noise Sensitive Areas Air Qualit Within an Attainxnent area Ph sical Environment Im acts Railroad Crossin s(number) 0 0 0 1 1 1 Farmland No No No No No No PotentiallyHazardousMaterials 17 *** *** 6 23 23 Sites (number) NOTES: • All impacts, but the USFS Forest Land acreage, are based on preliminary design slope stake limits plus 25 feet. The USFS Forest Land acreage is based on preliminary proposed right of way limits. • * Rare plants include Schweinitz's Sunflower, Georgia Aster, Large Witch Alder and Smooth Sunflower. ** The Swift Island Ferry / James B. Garrison Bridge (Existing Bridge 51) is eligible far the National Register of Historic Places. *** Impacts for B-4974 are included with R-2530B or R-2527. vi 6. Permits Required In accordance with provisions of Section 404 ofthe Clean Water Act (33 U.S.C. 1344), a permit will be required from the US Army Corps of Engineers for the discharge of dredged or fill materialinto "Waters ofthe United States." Due to the expected impacts on wetlands and jurisdictional streams resulting from these projects, an individual Section 404 permit will likely be required. The US Army Corps of Engineers will determine final permit requirements. A NC Division of Water Quality Section 401 Individual Water Quality Certification will be required prior to issuance of the Section 404 permit. This certification is issued for any activity which may result in a discharge into waters for which a federal permit is required. Coordination with the NC Division of Water Quality (DW� will also be required to determine if a State Stormwater Permit will be required since waters classified as High Quality Waters (HQW) are within the project limits. Since projects B-4974 and R-2527 cross National Forest Service lands, a special use permit from the US Forest Service will be required to provide land for the proposed projects. 7. Coordination The following federal, state and local officials were consulted regarding this project. Agencies participating on the NEPA/404 merger team for the project are listed in italics: USDepartment of the Army - Corps ofEngineers US Environmental Protection Agency USFish and Wildlife Service US Forest Service Federal Energy Regulatory Commission US Geological Survey NC Department of Administration - State Clearinghouse NC Department of Cultural Resaurces-State Historic Preservation Of�ice NC Department of Environment and Natural Resources-DENR: DENR-NC Division of Water Quality DENR-NC Wildlife Resaurces Commission DENR-NC Division of Forest Resources DENR-NC Natural Heritage Program DENR-NC Division of Soil and Water Conservation DENR-NC Division of Environmental Health NC Division of Parks and Recreation NC Department of Crime Control and Public Safety — Div. of Emergency Management vu NC Department of Public Instruction Centralina Council of Governments Rocky River Rural Planning Organization Stanly County City of Albemarle Piedmont Triad Council of Governments Montgomery County Town of Troy 8. AdditionalInformation The following persons may be contacted for additional information concerning this proposal and statement: John F. Sullivan III, PE, Division Administrator Federal Highway Administration 310 New Bern Avenue, Suite 410 Raleigh, North Carolina 27601 Telephone: (919) 856-4346 Gregory J. Thorpe, Ph. D., Unit Manager Project Development and Environmental Analysis Unit NC Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1548 Telephone: (919) 707-6000 vui NC 24-27 From NC 740 in Albemarle To the Proposed Troy Bypass (R-623), west of Troy Stanly and Montgomery Counties Federal-Aid Project BRSTP-0024(33) — B-4974 WBS Element 34446.1.6, 39922.1.1, & 35572.1.1 TIP Projects R-2530B, B-4974, and R-2527 L DESCRIPTION OF PROPOSED ACTION A. General Description The proposed projects involve widening NC 24-27 from NC 740 in Albemarle in Stanly County to the Proposed Troy Bypass (R-623), west of Troy in Montgomery County. TIP project R-2530B involves widening existing NC 24-27 from west of NC 740 to the Pee Dee River in Stanly County from a two-lane to three-lane facility to a four-lane divided facility with a 23-foot raised median from NC 740 to SR 1731 (Sweet Home Church Road) and transitioning to a 46- foot depressed median from east of SR 1731 to the Pee Dee River in Stanly County. TIP project B-4974 involves replacing existing Bridge No. 51 over the Pee Dee River on the Stanly / Montgomery County line. TIP project R-2527 involves widening existing NC 24-27 from a two- lane facility to a four-lane divided facility with a 46-foot depressed median from the Pee Dee River to the proposed Troy Bypass, west of Troy in Montgomery County. The total length of the proposed projects is approximately 14.6 miles long. See Figure 1 far the vicinity map. It is anticipated approximately 150 to 250 feet of right of way plus easements will be required to accommodate these facilities. Partial control of access is proposed for the projects. All intersecting roadways will cross the highway at-grade; no grade separations or interchanges are proposed. B. Historical Resume and Proiect Status A NEPA 404 Concurrence Point 1 Meeting for TIP Project R-2527 was held on February 23, 2006. The merger team did not concur with the purpose and need statement and study corridor because of logical termini issues. Logical termini for project development are defined as rational end points for a transportation improvement, and rational end points for a review of environmental impacts. Based on recommendations made by the US Army Corps of Engineers, a Federal Environmental Assessment (EA) will be completed that will include the three TIP projects. Project R-2527 was combined with projects R-2530B and B-4974. The projects start at NC 24-27-740 and tie to the proposed Troy Bypass project (R-623), two majar traffic generators. The proposed projects are included in the North Carolina Department of Transportation (NCDO� 2012-2020 State Transportation Improvement Program (2012-2020 STIP). Right of way acquisition and construction for R-2530B and B-4974 are scheduled for state and federal fiscal years 2014 and 2016, respectively. Right of way acquisition and construction for R-2527 is scheduled for state fiscal years 2016 and 2018, respectively. C. Cost Estimates The cost estimates included in the 2012-2020 STIP are listed in Table 1 below, and the latest cost estimates for the projects are listed in Table 2 below. TABLE 1: PROJECT COST ESTIM. Project Right of Construction Number Wa Cost Cost R-2530B $5,750,000 $22,300,000 B-4974 $1,800,000 $18,200,000 R-2527 $4,100,000 $32,299,000 TES FROM THE 2012-2020 STIP Mitigation Priar Years Total Project Cost Cost Cost 0001 $2.574,0001 $43,031 IL PURPOSE AND NEED FOR THE PROJECTS A. Purpose of the Projects The purpose of these projects is to improve traffic flow and level of service (LOS) on the section of NC 24-27 between NC 740 in Albemarle to the proposed Troy Bypass, west of Troy, and to maintain a bridge across the Pee Dee River that addresses the needs of highway users. B. Needs for the Projects The proposed projects will address the following needs: • Transportation deficiencies exist along NC 24-27 in the project study areas which are projected to increase substantially by the year 2035. 2 • Bridge No. 51 over the Pee Dee River is considered structurally deficient and is eligible for the Federal-Aid Highway Bridge Program. • Maintain and improve the mobility and connectivity functions of the NC 24-27 corridor as part of the Strategic Highway Corridor Vision and the North Carolina Intrastate System. 1. Description of Existina Conditions NC 24-27 is a significant intrastate corridor connecting the eastern and western parts of North Carolina. NC 24-27 is a two-lane to three-lane facility within the Albemarle city limits (R- 2530B). NC 24-27 is a two-lane facility throughout the rest of the project area except at the Pee Dee River crossing where there are two travel lanes in the eastbound direction and one travel lane in the westbound direction (R-2530B, B-4974 and R-252'�. a) Functional Classification Using the North Carolina functional classification system, NC 24-27 within the Albemarle city limits (R-2530B) is classified as an urban principal arterial. Through the remainder of the project area (R-2530B, B-4974 and R-2527), NC 24-27 is classified as a rural minor arterial. b) Physical Description of Existing Facility 1) Roadway Cross-section Between NC 740 and SR 1537 (Anderson Grove Church Road), existing NC 24-27 is a 30-foot wide, three-lane roadway with curb and gutter or grass shoulders (R-2530B). Between SR 1537 (Anderson Grove Church Road) and just west of SR 1803 (L,ake Tillery Road), existing NC 24-27 is a 24-foot wide, two-lane roadway with grass shoulders (R-2530B). From west of SR 1803 (L,ake Tillery Road) to east of NC 73 through the Pee Dee River crossing, existing NC 24-27 has two 12-foot travel lanes in the eastbound direction and one 16-foot travel lane in the westbound direction (B-4974). From east of NC 73 to west of SR 1138 (Dairy Road), existing NC 24-27 is a 24-foot wide, two-lane roadway with grass shoulders (R-252'�. 2) Right of Way and Access Control The existing right of way on NC 24-27 is approximately 60 to 150 feet throughout the project area. No control of access exists along NC 24-27. 3) Speed Limit The existing speed limit along NC 24-27 ranges between 45 and 55 miles per hour (mph) within the proposed project area. 4) Intersections All intersections along existing NC 24-27 are at-grade. The NC 24-27 / NC 740 intersection is signalized. The remaining intersections in the project area are stop sign controlled. 5) Railroad Crossings A rail line crosses over existing NC 24-27 on a bridge just west of NC 109 within the project limits of R-2527. The track is owned by Norfolk Southern Railway (NS) and is leased to Aberdeen Carolina and Western Railway (ACWR). 6) Bicycle and Pedestrian Facilities / Scenic Byways A portion of existing NC 24-27 between SR 1720 (Valley Drive) and SR 1150 (River Road) is part of the Stanly County Bike Route 2 and the Piedmont Spur NC Bike Route 6. Also, NC 73 is part of the Sandhills Sector Bike Route which starts at the NC 24-27 / NC 73 intersection and continues south along NC 73 to SR 1111, Lilly's Bridge Road south ofthe project study area. No special bicycle accommodations exist along NC 24-27 in the project area. Short sections of sidewalk have been constructed in front of several new businesses along existing NC 24-27 in the Albemarle city limits within the R-2530B project limits. No other sidewalk exists within the project area. The 46-mile Sandhills Scenic Drive is a NCDOT Scenic Byway that follows NC 24-27 through the project study area It originates in Albemarle in Stanly County and passes through Montgomery County on its way to Carthage in Moore County. sewer. 7) Utilities Utilities along NC 24-27 include telephone, power, gas, cable television, water, and 4 8) Bridges and Drainage Structures There are three existing bridge structures along NC 24-27. Bridge Nos. 50 and 51 carry NC 24-27 over the Pee Dee River. Bridge No. 50, adjacent to Bridge No. 51, carries two lanes of trafiic east toward Troy. Bridge No. 50 will not be replaced as part of the proposed projects. The James B. Garrison Bridge, Bridge No. 51, is a four-span, open spandrel arch, concrete bridge built in 1927. The bridge is one of five bridges of its type remaining in North Carolina, and it is eligible far the National Register of Historic Places. Bridge No. 51 carries only one lane of traffic west toward Albemarle because of its narrow bridge width and deterioration issues. Components ofthe concrete structure have experienced an increasing degree of deterioration that cannot be easily addressed by maintenance activities. The deck is cracking, spalling, and there is exposed rebar. The bridge is approaching the end of its useful life. This bridge will be replaced as part of TIP project B-4974. Bridge No. 14 carries a rail line owned by Norfolk Southern Railway over NC 24-27. This bridge will be replaced as part of TIP project R-2527. Details concerning these existing structures are discussed below in Table 3: TABLE 3: EXISTING BRIDGES ProjecU Carries / Clear Roadway Width ar Min. Vertical Year Sufficiency Bridge No. Crosses Horizontal Clearance Under Clearance Length Built Rating * B-4974 / 50 NC 24-27 / 40' (Clear Roadway Width) N/A 1140' 1979 87.6 Pee Dee River B-4974 / 51 NC 24-27 / ZO' (Clear Roadway Width) N/A 1060' 1927 47 Pee Dee River R-2527 / 14 NS Railroad / 43.4' (Horizontal. Clearance 15' 3" 14Y 1957 N/A NC 24-27 Under) * Su131clency Rating (out of a posslble 100 rating polnts). There are twelve existing drainage structures at major stream crossings along NC 24-27 discussed below in Table 4. TABLE 4: EXISTING DRAINAGE STRUCTURES (MAJOR STREAM CROSSINGS) Stream Drainage Drainage Area Stream Name Location Structure (Sg. Miles) Classification DWQ Score R-2530B: 0.3 miles SE of the 1@ 87.5" X 68" UT Mountain Creek NC 740 junction (8T�63'� CMPA 0.20 (131 Ac.) - - UT Mountain Creek 0.3 miles NW of the 1@ 6' X 6' RCBC 0.38 (243 Ac.) Perennial 30.5 SR 1537 �unction UT Mountain Creek 0.05 miles SE of the 1@ 6' X 6' RCBC 0.27 (171 Ac.) Perennial 32 SR 1731 junction B-4974: 0.2 miles SE of the 1@ T X 7' UT Pee Dee River SR 1778 junction Bottomless RCBC 0.43 (275 Ac.) Perennial 29 R-2527: Rocky Creek 0.4 miles W of the Z�p 10 X 7 RCBC 3.5 Perennial 42.5 SR 1150 �unction Rocky Creek 0.08 miles W of the Z�p 9 X 7 RCBC 2.9 Perennial 40 SR 1150 junction Clarks Creek 0.8 miles S W of the Z�p 10 X 7 RCBC 2.6 Perennial 41.5 SR 1134 �unction UT Lick Fark Creek 0.5 miles NE of the Z@ � X 7 RCBC 1.2 Perennial 44.5 SR 1134 junction UT Rocky Creek 0.2 miles W of the 1@ 7 X 5 RCBC 0.83 (530 Ac.) Perennial 40.5 SR 1137 �unction UT Rocky Creek 0.1 miles E of the 1@ 7 X 5 RCBC 1.0 (664 Ac.) Perennial 40.5 SR 1137 junction Rocky Creek 0.3 miles E of the 3@ 9 X 9 RCBC 9.0 Perennial 48.5 SR 1137 �unction Smith Branch Creek 0.4 miles NE of the 1@ 8 X 8 RCBC 1.3 Perennial 43 NC 109 junction • Kc;ttc; - Keintorcea c;oncrete ttox c;uivert, c;nnNH - c;orrugatea nnetai Nipe Hrch • Yadkin-Pee Dee Watershed • Table indicates all drainage structures 72 inch and above. c. School Bus Usage In Stanly County, approximately 14 school buses use NC 24-27 twice daily from NC 740 to the Stanly County / Montgomery County line at the Pee Dee River. In Montgomery County, approximately 3 school buses use NC 24-27 twice daily from the Stanly County / Montgomery County line at the Pee Dee River to NC 109. Approximately 13 buses use NC 24-27 twice daily between NC 109 and SR 1138, Dairy Road / SR 1550, Saunders Road. West Middle School and West High School are both located on NC 109, and NC 24-27 is the main route for buses operating north and east of this area traveling to and from these schools. 6 d. Traffic Carrying Capacity 1) Existing and Future Traffic Volumes Trafiic projections were prepared for the subject sections of NC 24-27 far the years 2010 and 2035. In the year 2010, average daily traffic along NC 24-27 will likely range between 7,200 and 14,100 vehicles per day. By the year 2035, traffic in the project areas is predicted to range between 10,500 and 20,500 vehicles per day, respectively. Existing and future projected annual average daily trafiic volumes are shown in greater detail on Figures 3A — 3D. 2) Existing and Future Level of Service Level of Service (LOS) is a qualitative measure that characterizes the operational conditions within a trafiic stream and the perception of traffic service by motorists and passengers. The Transportation Research Board's Highway Capacity Manual generally describes these conditions in terms of such factors as speed and travel time, freedom to maneuver, traffic interruptions, and comfort and convenience. Six levels are used, ranging from A to F. For roadways, LOS A indicates no congestion while LOS F represents more traffic demand than road capacity and eatreme delays. A mainline capacity analysis was performed for NC 24-27 within the project study limits. In 2010 and in 2035, the No Build analysis indicates that NC 24-27 is expected to operate at LOS E without the proposed improvements. An intersection capacity analysis was performed far the existing signalized intersection at NC 24-27 and NC 740 (R- 2530B). This analysis was performed for the years 2010 and 2035. In 2010, the existing intersection operates at Level of Service (LOS) E. Without the project improvements ("no build"), this intersection will operate at LOS F in 2035. Capacity analyses were performed at signalized and unsignalized intersections within the limits of the proposed projects. See Tables 7 and 8 in Section IV.F. for LOS and maximum queuing results. In the 2010 No Build Analysis, most intersections are operating at an acceptable level of service (LOS) with acceptable queuing except for the currently signalized NC 24-27- 73/NC 740 intersection and the NC 24-27/NC 109 intersection. In the 2035 No Build Analysis, minor geometric improvements and signalization are required for some intersections to achieve an acceptable level of service (LOS) with acceptable queuing withoutthe proposed project improvements. The intersections below would require future signalization without the proposed widening and Superstreet design configuration: • NC 24-27-73 and Anderson Road • NC 24-27-73 and SR 1537(Anderson Grove Church Rd.)/SR 1734(Anderson Rd.) • NC 24-27-73 and SR 1720(Valley Drive) / SR 1720(Stony Gap Road) • NC 24-27-73 and SR 1739(McNeil Road) • NC 24-27-73 and NC 73 • NC 24-27-109 and NC 109 7 e. Accident Data An accident study was conducted along NC 24-27 in the project study areas for the time period from August 1, 2008 through July 31, 2011. During this study period, 203 crashes were reported along the subject sections of NC 24-27. Three fatal crashes occurred, and 76 crashes resulted in injuries. The total crash rate for this section of NC 24-27 is 131.36 accidents per 100 million vehicle miles (acc/100 mvm). Compared to the statewide rate of 177.26 acc/100mvm for rural two-lane, undivided NC routes, NC 24-27 total crash rates are below the statewide rate. The fatal crash rate of 1.94 acc/100mvm is also below the statewide rate of 2.12 acc/100mvm for rural two-lane, undivided NC routes. The greatest percentage of crashes (24.1%) involved collisions with animals. The neat greatest percentage of crashes (17.7%) was rear-end type collisions due to vehicles slowing or stopping. f. Airports There are no airports or other aviation facilities in the vicinity of the proposed project. g. Other Hiahwav Proiects in the Area One project included in the 2012-2020 STIP is located near the project area. TIP Project R-0623, the proposed Troy Bypass from SR 1138 to east of Little River, involves widening existing NC 24-27 and constructing a four-lane facility on new location. R-2527 ties to this project at R-2527's eastern terminus. Right of way acquisition is currently scheduled for FY 2013, and construction is scheduled for FY 2015. 2. Transportation and Land Use Plans and Other Transportation Documents TIP Project R-2530B is located inside and outside of Albemarle's city limits in Stanly County. TIP Project B-4974 is located in Stanly and Montgomery Counties. TIP Project R-2527 is located within Montgomery County and not inside of any other municipal limits. These projects are addressed in several existing plans and documents as noted below. a. Transportation Plans 1. Stanly County TIP Project R-2530B is included as a recommendation in the 2003 Stanly County Thoroughfare Plan. Stanly County is currently developing the Stanly County Comprehensive Transportation Plan (CTP). 2. City of Albemarle TIP Project R-2530B is included as a recommendation in the 2002 City of Albemarle Thoroughfare Plan. The City of Albemarle has joined with several other towns in the area to create a plan; the Albemarle, Badin and New London Comprehensive Transportation Plan which is currently being developed. 3. Montgomery County Montgomery County is currently developing a comprehensive transportation plan. Formal draft recommendations have been released for the Montgomery County CTP. Montgomery County and its municipalities adopted the plan on December 20, 2011. The Piedmont Triad Rural Planning Organization (RPO) is scheduled to endorse the plan in February 2012, and the NCDOT Board of Transportation is scheduled to adopt the plan in March 2012. Project R-2527 is included as a recommendation in this plan. b. Land Use Plans 1. Stanly County Land Use Plan (2002) This land use plan provides direction for long-term growth and development throughout Stanly County. The plan indicates that the majority of growth in Stanly County is occurring in the western portion of the County and near the Pee Dee River, Badin L,ake, and Lake Tillery in the eastern portion of the County. 2. Montpomery County Land Use Plan (2010) This land use plan provides direction for long-term growth and development throughout Montgomery County. The plan indicates growth should occur along key highway corridors such as NC 24-27, specifically around the Lake areas and National Forest properties. c. Other Transportation Documents The approved 2012-2020 NCDOT State Transportation Improvement Program (STIP) provides funding for right of way acquisition and construction for TIP Projects R-2530B, B-4974 and R-2527. The Rocky River RPO provides long-range transportation planning services and related information to citizens in three rural counties: Anson, Stanly and Union. TIP Project R-2530B is ranked 3`d on the Rocky River RPO Priority List for the 2012-2020 STIP. 9 The Piedmont Triad RPO provides long-range transportation planning services and related information to citizens in five rural counties: Caswell, Davidson, Montgomery, Randolph, and Rockingham. TIP Project R-2527 is ranked 18�' on the Piedmont Triad RPO Priority List for the 2012-2020 STIP. C. Benefits of the Projects 1. Safety As reported in Section II-B-e, the largest number of accidents was collisions involving animals, and the second largest number was rear-end type collisions due to slowing or stopping. The additional through lanes and turn lanes proposed along NC 24-27 should allow traffic to shift out of through lanes for left turns, and the additional through lanes will provide an opporiunity for movement when cars are stopped or slowed for right turns in the absence of exclusive right turn lanes. Also, the replacement of Bridge No. 51 which is considered structurally deficient will result in safer and more efficient traffic operations by providing two westbound travel lanes across the Pee Dee River. 2. Mobilitv and Connectivitv Functions The proposed projects will improve mobility and connectivity functions within central North Carolina. In the project area, existing NC 24-27 is part of the North Carolina Intrastate System. In 1989, the North Carolina legislature established the Intrastate System "to provide high-speed, safe travel service throughoutthe State. It connects major population centers both inside and outside the State and provides safe, convenient through-travel for motorists. It is designed to support statewide growth and development objectives and to connectto major highways of adjoining states." NC 24-27 is also designated as a strategic highway corridor. This highway provides a connection between multiple interstate facilities: I-485, I-73/74, and I-295. Also, NC 24-27 is a major statewide and regional facility connecting the activity centers of Charlotte and Fayetteville. The strategic highway corridor vision for NC24-27 in the project area is that NC 24-27 be improved to an expressway. IIL ALTERNATIVES TO THE PROPOSED ACTION A. Alternate Modes of Transportation The project study area is not currently served by mass transit. Stanly and Montgomery Counties provide van service for residents in need of transportation. Rail and bus service in the project area would not serve the purpose and need far the proposed projects. Given the 10 predominantly rural nature of the project area, transit is unlikely to result in substantial reductions in the amount of traffic along US NC 24-27 in the project area Staggering work hours, car-pooling and van pooling are possible ways to generally reduce highway congestion; however these congestion management measures are not controlled by NCDOT. These alternatives would do nothing to address the needs that will be improved by the `Build" alternative. B. Transportation Systems Management (TS1VP Alternative Transportation Systems Management (TSM) improvements involve increasing the available capacity of the roadway within the existing right-of-way with minimum capital expenditures and without reconstructing or adding additional through lanes to the existing road. Addition of turn lanes, striping, signing, signalization, and minor realignments are examples of TSM physical improvements. Examples of TSM operational improvements include traffic law enforcement, speed restrictions, access control, and signal timing changes. TSM improvements alone will not increase capacity or improve levels of service enough to prevent failing traffic conditions in the future design year. C. "No-Build" Alternative The No Build alternative is not recommended. The No-Build Alternative would not provide any substantial improvements to the NC 24-27 study corridor and would not meet the purposes and needs identified for the proposed projects. It would not improve trafiic flow, and level of service (LOS) on the section of NC 24-27 through the project study area. The structural deficiencies of the James B. Garrison Bridge would not be addressed. D. Alianment Alternatives The projects were divided into seven sections in order to evaluate alignment alternatives. The NEPA/404 merger team discussed and agreed on preparing a detailed study of a`Best FiY' Build alignment for R-2527, Sections 6 and 7 at the NEPA/404 Merger Concurrence Point 2 meeting. This alternative will widen NC 24-27 at locations that "best fiY' the current road location and surrounding land uses. `Best fiY' locations were evaluated and selected to improve the existing road alignment, minimize impacts, and permit maintenance of trafFic during construction. Both north and south side widening were considered for R-2530B until the merger team agreed to a detailed study of a`Best FiY' Build alignment for R-2530B, Sections 1, 2, 3, and 4 at the NEPA/404 Merger Concurrence Point 2A meeting. North or south side widening was eliminated because of the similarity in impacts. The merger team agreed that a`Best-FiY' alternative would allow the design engineers an opportunity to minimize the impacts by shifting 11 the alignment as necessary to accommodate the proposed improvements. `Best fiY' locations were evaluated and selected to improve the existing road alignment, minimize impacts, and permit maintenance of traffic during construction. Four alternatives were considered for B-4974, Section 5. Alternative 1 consists of replacing Bridge No. 51 with a new bridge south of the existing bridges. Alternative 2 consists of replacing Bridge Nos. 50 and 51 with new bridges south of the existing bridges. Alternative 3 consists of replacing Bridge Nos. 50 and 51 with new bridges north of the existing bridges. Alternative 4 consists of removing Bridge No. 51 and replacing it with a new bridge along the existing roadway alignment. Alternative 4 will impact the National Register-Eligible Bridge No. 51. Alternatives 1, 2 and 3 do not directly impact Bridge No. 51 and may provide a potential preservation opporiunity for an interested individual, group or municipality. Stanly County has expressed an interest in taking over the maintenance of historic Bridge No. 51 to provide a trail connection between Morrow Mountain State Park and the Uwharrie National Forest. The merger team agreed to a detailed study of two alternatives, Alternative 1 and Alternative 4, and eliminated Alternatives 2 and 3 after the Concurrence Point 2A meeting. Alternatives 2 and 3 were eliminated based on higher natural environmental impacts and the NCDOT Bridge Management Unit's recommendation to not replace Bridge No. 50 at this time. Alternatives 1 and 4 will be carried forward for detailed study. The alternatives currently under consideration for the projects will be presented at a public hearing for citizen comment. The least environmentally damaging practicable alternative (LEDPA) for each project will be selected following the public hearing and the NEPA/404 Merger Concurrence Point 3 meeting. The project study area for all sections of R-2530B, B-4974 and R-2527 are shown in Figures 4A to 4M. Table 5 presents various impacts far the original alignment scenarios. Table 6 presents the environmental impacts for the alternatives currently under consideration. THIS SECTION WAS INTENTIONALLY LEFT BLANK 12 � r e � : 3 � �� a � � i i � � i r e � : �-c• � � i � � i i � e � � �� i � � � : i � � : z• a � x � �� i a • �-i e � : � � e � Section USFS Project / Streams Wetlands Rare Arch. Sites Forest Section From / To L(mgjh Alternative (ft.) (ac.) Plants* Homes susinesses cnurcnes cemeteries g Historic Land Structures (acJ R-2530B NC 740 to North 311 0 No 14 8 0 3 0 0 1 SR 1731 � 2 South 283 0 No 15 9 1 3 0 0 R-2530B SR 1731 to North 3,813 0.19 No 1 3 0 0 1 0 2 SR 1720 � 2 South 3,177 0.82 Yes 4 2 0 0 1 0 R-2530B SR 1720 to North 1,921 0.03 No 7 2 0 0 0 0 3 SR 1818 1.5 South 1,983 0 Yes 5 1 0 0 0 0 R-2530B SR 1818 to North 1,506 0.03 No 2 1 0 0 0 0 4 west of SR 1778 �$ South 1,472 0 No 3 5 0 0 0 0 Alternative 1 1,430 0.08 No 4 3 0 0 0 9 B-4974 West of SR 1778 Alternative 2 1,942 0.31 No 4 3 0 0 0 10 5 to east of NC 73 �$ Alternative 3 1,639 0 No 5 4 0 0 0 15 Alternative 4 1,529 0.02 No 2 4 0 0 1" 9 R-2527 East of NC 73 to 6 SR 1134 4 3 Best Fit 3,324 1.23 Yes 3 4 0 0 2 54 R-2527 SR 1134 to 7 SR 1550 4 2 Best Fit 3,033 0.45 Yes 2 1 0 0 1 57 NOTES: • All impacts, but the USFS Forest Land acreage, are based on preliminary design slope stake limits plus 25 feet. The USFS Forest Land acreage is based on preliminary proposed right of way limits. • * Rare plants include Schweinitz's Sunflower, Georgia Aster, Large Witch Alder and Smooth Sunflower. •** The Swift Island Ferry / James B. Garrison Bridge (Existing Bridge 51) is eligible for the National Register of Historic Places TABLE 6: SUMMARY OF ENVIRONMENTAL EFFECTS IMPACT CATEGORY PROJECT STUDY ALTERNATIVE TOTAL IMPACTS A B-1 B-4 C R-2530B B-4974, B-4974, R-2527 A+B1+C A+B4+C Alt. 1 Alt 4 Natural Resources Im acts Federal Listed Species Habitat Yes Yes Yes Yes Yes Yes 100-Year Flood Plain and No Yes Yes Yes Yes Yes Floodwa Im acts Wetlands (number of 4/ 0.58 2/ 0.08 1/ 0.02 23 / 1.71 29 / 2.37 28 / 2.31 crossings/acres) Stream Crossings (number/linear 23 / 7/ 8/ 29 / 59 / 60 / feet) 7,122 1,667 1,958 6,438 15,227 15,518 Water Supply Critical Areas Yes Yes Yes Yes Yes Yes Rare Plants * Yes No No Yes Yes Yes USFS Forest Land (acres) 0 9 9 111 120 120 Human Environxnent Impacts Residential Relocations (number) B-4974 18 16 7 25 23 Business Relocations (number) B-4974 �4 19 3 27 22 Low Income/Minority Population No No No No No No Cemeteries/Gravesites (number of yes / 0 No No No Yes / 0 Yes / 0 graves impacted) Historic Structures 0 0 1 0 0 1 Archaeological Sites 3 0 0 3 6 6 Section 4(fl Im acts No Yes Yes No Yes Yes Traffic Noise Ixnpacts (receptors) 19 *** *** 11 30 30 /Noise Sensitive Areas Air Qualit Within an Attainxnent area Ph sical Environxnent Im acts Railroad Crossin s(number) 0 0 0 1 1 1 Farmland No No No No No No PotentiallyHazardousMaterials 17 *** *** 6 23 23 Sites (number) NOTES: • All impacts, but the USFS Forest Land acreage, are based on preliminary design slope stake limits plus 25 feet. The USFS Forest Land acreage is based on preliminary proposed right of way limits. • * Rare plants include Schweinitz's Sunflower, Georgia Aster, Large Witch Alder and Smooth Sunflower. • ** The Swift Island Ferry / James B. Garrison Bridge (Existing Bridge 51) is eligible for the National Register of Historic Places. • *** Ixnpacts for B-4974 are included with R-2530B or R-2527. 14 IV.PROPOSEDIMPROVEMENTS A. Roadwav Cross Section and Alianment For project R-2530B, the proposed roadway cross section is a four-lane median divided facility with a 23-foot raised median, 12-foot inside travel lanes, 14-foot outside travel lanes, curb and gutter and potential sidewalks on one or both sides from NC 740 to SR 1731 (Sweet Home Church Road). From SR 1731 to the Pee Dee River, the proposed roadway cross section is a four—lane divided facility with a 46-foot depressed grass median, 12-foot travel lanes, 6-foot inside grass shoulders (2 feet (paved)), and 10-foot outside grass shoulders (4 feet (paved)). For project R-2527, the proposed roadway cross section is a four-lane divided facility with a 46-foot depressed median, 12-foot travel lanes, 6-foot inside grass shoulders (2 feet (paved)), and 10-foot outside grass shoulders (4 feet (paved)) from the Pee Dee River to the proposed Troy Bypass (R-623). See Figure 2 for typical sections. B. Right of Way and Access Control A total right of way width of 150 to 250 feet plus easements is proposed to accommodate the improvements. Partial control of access will be obtained. Parcels with less than 2,000 feet of road frontage, will be provided with one access point. For larger parcels with more than 2,000 feet of road frontage, an additional access may be considered. Parcels with access by means of another road may not be provided direct access. All intersecting roadways will cross the highway at-grade; no grade separations or interchanges are proposed. A control of access fence is placed along the entire length of the facility, except at intersections and driveways. C. Speed LimiUDesian Speed The posted speed limit along NC 24-27 will likely be 45 mph from NC 740 to SR 1731 (Sweet Home Church Road) with a recommended 50 mph design speed. From SR 1731 to the proposed Troy Bypass, the posted speed limit along NC 24-27 will likely be 55 mph with a recommended 60 mph design speed. D. Anticipated Design Exceptions It is anticipated that design exceptions will be required for the projects in the vicinity of the Pee Dee River. TIP project B-4974 will utilize existing Bridge No. 50. A design exception to tie into the existing vertical alignment will be necessary. 15 E. Intersections All of the existing at-grade intersections along NC 24-27 within the project limits will remain at-grade. Currently, there is one signalized intersection within the proposed project limits at the intersection of NC 24-27 and NC 740. Based on the traffic operations analyses discussed in Section IV. E., directional crossovers (no lefts onto NC 24-27 or through movements across NC 24-27 from minor roads) or right in/right out (no median opening) are proposed at all other intersections along the project. Proposed median openings will accommodate u-turns. Due to concerns voiced by the public, the plans currently show full movement intersections at the NC 24-27 / Barnard Street / Anderson Road intersection and the NC 24-27 / Anderson Grove Church Road / Anderson Road intersection within the Albemarle city limits. The final decision concerning whether these full movement intersections will be revised will be made after the public hearing. F. Traffic Operations A mainline capacity analysis was performed for the 2035 Build scenario. The results of this analysis show that NC 24-27 will operate at a LOS B within the R-2530B and B-4974 project limits and at a LOS A within the R-2527 project limits. With the 2035 Build scenario, directional crossovers with offset left turns are recommended for major intersections, also known as a Superstreet configuration. Directional crossovers are generally used for high speed rural median divided facilities, corridors with partial or limited control of access, and in congested areas where it is desirable to minimize the use of trafiic signals. The directional crossover eliminates full movement median openings. The through and left turning traffic from the side street approach is directed to turn right, proceed to the nearby U-turn and then return to its original course. Turning movements are separated; therefore, the need for signalized intersections would be reduced. While the 2035 No Build scenario requires additional signalization in the future, no additional signalization will be required within the limits of the proposed projects by constructing additional though lanes and utilizing a Superstreet configuration. Due to concerns voiced by the public, the plans currently show full movement intersections at the NC 24-27 / Barnard Street / Anderson Road intersection and the NC 24-27 / Anderson Grove Church Road / Anderson Road intersection within the Albemarle city limits. The final decision concerning whether these full movement intersections will be revised will be made after the public hearing. Tables 7 and 8 show the LOS and maximum queuing results for the intersections within the R-2530B, B-4974 and R-2527 project limits for the 2010 No Build, 2035 No Build and 2035 Build alternatives. 16 TABLE 7: R-2530B - 2010 and 2035 LOS and QUEUING Table: 2010 and 2035 No build TIP # R-2530B and 2035 Build LOS & Queuing 2035 Intersections 2035 �.1 LOS shown during the peak hour �O� O No Build �uI�U Red (�) indicates poor LOS NO BUlld with added With Superstreet Maximum Queuing indicated is max. anticipated queuing in excess of 100� signals as needed �All Unsignalized rounded to nearest 25�. Except Int 1) @ indicates excessive queuing and/or spillback more lhan 800' �nt Eastbound and Westbound Northbound and Southbound LOS Max. Queuin LOS Max. QueUin LOS Max. Queuin SR 1625 (E. Main Street) / NC 24/27/73 / NC 740 INT E F D NC 24/27/73 EB D 525' F @ D 300' 1(Signalized Intersection) WB D 425' F @ D 325' (2010, 2035 No-Build, Build) NB E 425' F @ C 350' SB E 325' F D 250' NC 24/27/73 (E. Main St.) Anderson Road 2(Unsignalized Intersection) F A* (D) 3�5� y'� D 125' 2035 No-Build, Si nal 2E NC 24/27/73 (E. Main St.) U-Turn Point C 125' Unsi nalized Intersection east of Anderson Road 3w NC 24/27/73 (E. Main St.) U-Turn Point B Unsi nalized Intersection west of Charter Street 3 NC 24/27/73 (E. Main St.) Charter Street C E {'�j C Unsi nalized Intersection NC 24/27l73 (E. Main St.) SR 1537 (Anderson Grove Q, (Unsignalized Intersection) Church Rd.)/ SR 1734 E A* (D) 325� � D 125' 2035 No-Build, Si nal Anderson Road 4E NC 24/27/73 (E. Main St.) U-Turn Point east of B Unsi natized Intersection Anderson Grove Ch. Rd. 5w NC 24/27/73 (E. Main St.) U-Turn Point west of Sweet B Unsi nalized Intersection Home Church Road 5 NC 24/27/73 (E. Main St.) SR 1731 (Sweet Home C 225' D {� C Unsi nalized Intersection Church Road NC 24/27/73 (E. Main St.) U-Turn Point west of 6w Unsi nalized Intersection Valley Drive B NC 24/27/73 SR 1720 (Valley Drive)/ 6(Unsignalized Intersection) SR 1720 (Stony Gap Road) D 125' A* (D) 500' C 2035 No-Build, Si nal 6E NC 24/27/73 U-Turn Point east of Unsi nalized Intersection Stony Gap Road B NC 24/27/73 U-Turn Point west of 7w Unsi nalized Intersection Dunlap Road B 7 NC 24/27/73 SR 1736 (Dunlap Road) Unsi nalized Intersection C E 125' C NC 24/27/73 SR 1739 (McNeil Road) $(Unsignalized Intersection) C 200' A* (D) 325' C 2035 No-Build, Si nal $E NC 24/27/73 U-Turn Point East of Unsi nalized Intersection McNeil Road B 150' 9w NC 24/27/73 U-Turn Point west of Stony Unsi nalized Intersection Mtn. Road B 9 NC 24/27/73 SR 1818 (Stony Mtn. Rd.) Unsi nalized Intersection B D 125' C 1 O NC 24/27/73 SR 1740 (Indian Mound Rd.) C D 150' C Unsi nalized Intersection 10E NC 24/27/73 U-Turn Point East of B Unsi nalized Intersection Indian Mound Road NC 24/27/73 U-Turn Point west of River B yy Unsi nalized Intersection Haven Drive ,� 1 NC 24/27/73 SR 1778 (River Haven Drive) B C C Unsi nalized Intersection NC 24/27/73 U-Turn Point west of B yy Unsi nalized Intersection Strand Drive 12 NC 24/27/73 SR 1738 (Strand Drive) Unsi nalized Intersection B C C 13 NC 24/27/73 SR 1774 (Tar Heel Drive) / C F C Unsi nalized Intersection SR 1803 Lake Tille Road 13E NC 24/27/73 U-Turn Point east of Unsi nalized Intersection Lake Tille Road B NOTE: Unsignalized LOS is the worst movement LOS and maximum movement queuing. *: 2035 No-Build analysis assumes signalization at these locations. Signalized intersection LOS is overall intersection LOS with the worst approach LOS indicated in parentheses (). Maximum queuing value shown is for the worst movement. �: 2035 No-Build analysis indicates significant spillback on WB NC 24/27/73 from the NC 740 Intersection is possible through this intersection. The maximum ueue value shown for this intersection is based on isolated volumes at this intersection onl . R-2530B April 6, 2011 TABLE 8: R-2527 - 2010 and 2035 LOS and QUEUING Table: 2010 and 2035 No build T�p # R-2527 and 2035 Build LOS 8� Queuing Intersections 2035 2035 LOS shown during the peak hour 201 � No Build BUI�C� Red (�) indicates poor LOS No Build With added With Superstreet Maximum Queuing indicated is max. anticipated queuing in excess of 100� signals as needed (All Unsignalized) rounded to nearest 25'. @ indicates excessive queuing and/or spillback �nt Eastbound and Westbound Northbound and Southbound LOS Max. Queuin LOS Max. Queuin LOS Max. Queuin NC 24/27/73 NC 73 �(Unsignalized Intersection) D 150' A'' 225' B 250' 2035 No-Build, Si nal 1 E NC 24/27 U-Turn Point B Unsi nalized Intersection east of NC 73 2w NC 24/27 U-Turn Point B Unsi nalized Intersection west of River Road 2 NC 24/27 SR 1150 (River Road) C F� 150' C 150' Unsi nalized Intersection 2E NC 24/27 U-Turn point east of B Unsi nalized Intersection River Road 3w NC 24/27 U-Turn Point B Unsi nalized Intersection west of Wadeville Road 3 NC 24/27 SR 1134 (Liberty Hill Church C C B Unsi nalized Intersection Road/VNadeville Road 3E NC 24/27 U-Turn Point B Unsi nalized Intersection east of Wadeville Road NC 24/27 SR 1136 (Bruton Carpenter 4(Unsignalized Intersection) Road) B C 275' B 4E NC 24/27 U-Turn Point east of Bruton Unsi nalized Intersection Carpenter Road B 5w NC 24/27 U-Turn Point west of Unsi nalized Intersection Landfill Road B 5 NC 24/27 SR 1137 (Landfill Road) B 125' C 200' C Unsi nalized Intersection NC 24/27/109 NC 109 6(Unsignalized Intersection) F 500' C* 400' D 225' (2035 No-Build, Signal) 6E NC 24/27/109 U-Turn Point East of NC 109 (Unsignalized Intersection) B NC 24/27/109 U-Turn Point west of Dairy 7w (Unsignalized Intersection) Road B 7 NC 24/27/109 SR 1138 (Dairy Road)/ D F C (Unsignalized Intersection) SR 1550 (Saunders Road) 7E NC 24/27/109 U-Turn Point east of B (Unsignalized Intersection) Saunders Road NOTE: Unsignalized LOS is the worst movement LOS and maximum queuing. *: 2035 No-Build analysis assumes signalization at these locations. Signalized intersection LOS is overall intersection LOS and maximum queuin is for the worst movement. R-2527 March 31, 2011 G. Railroad Crossings The existing railroad bridge crossing NC 24-27 owned by Norfolk Southern Railway (NS) and leased to Aberdeen Carolina and Westem Railway (ACWR) will be replaced as part of project R-2527. H. Pedestrian and Bicycle Accommodations City of Albemarle officials expressed interest in sidewalks at the citizens' informational workshop and verbally requested cost information for providing sidewalks along one side and both sides of NC 24-27 from NC 740 to the Albemarle city limits. In accordance with NCDOT Pedestrian policy, NCDOT will bear the full cost to replace any existing sidewalks to be relocated by the project. The City of Albemarle will participate in the cost of new sidewalks in areas where sidewalks do not currently exist. A municipal agreement will be prepared regarding the provision of sidewalks prior to project construction. Based on recommendations from NCDOT's Bicycle and Pedestrian Division, wider outside lanes are proposed for project R-2530B from NC 740 to SR 1731 (Sweet Home Church Road) to accommodate bicycles. Also, the proposed four-foot paved outside shoulders from SR 1731 (Sweet Home Church Road) on project R-2530B to the eastern project terminus of project R-2527 will accommodate bicyclists. L Utilities The projects are expected to have a medium level of utility impacts. Utilities along the project will be relocated prior to construction. Care will be taken to prevent damage to water lines and fiber optic cables in the project area J. Bridaes and Drainaae Structures Table 9 below presents the proposed bridges and drainage structures at major stream crossings for the alternatives under consideration within the R-2530B, B-4974 and R-2527 project limits. The locations ofthe proposed structures are shown on Figure 5. 19 TABLE 9: Proposed Bridges and Drainage Structures (Major Stream Crossings) Site Stream under or Railroad over Location on Flood Zone No. NC 24-27 Recommended Structure Status NC 24-27 R-2530B: 1 0.3 miles SE of the Retain and Extend 1@ 87.5" X 68" N/A UT Mountain Creek NC 740 junction (87"X63'� CMPA 2 UT Mountain Creek 0.3 miles NW of the Retain and Extend 1@ 6' X 6' RCBC N/A SR 1537 junction 3 UT Mountain Creek 0.05 miles SE of the Retain and Extend 1@ 6' X 6' RCBC N/A SR 1731 �unction B-4974: 4 0.2 miles SE of the Retain and Extend 1@ T X 7' N/A UT Pee Dee River SR 1778 junction Bottomless RCBC Build a new 113Y bridge south of the Pee Dee River 0.1 miles W of the Designated Flood 5 existing bridges. Existing Bridge No. Alternative 1 NC 73 Junction 51 can remain in lace. Hazard Zone Remove Bridge No. 51 and replace it Pee Dee River 0.1 miles W of the Designated Flood 5 Alternative 4 NC 73 Junction �'ith a new 1170' bridge. Existing Hazard Zone Brid e No. 50 will remain in lace. R-2527: 0.4 miles W of the Designated Flood 6 Rocky Creek SR 1150 'unction Retain and Extend 2@ 10 X 7 RCBC Hazard Zone 0.08 miles W of the Designated Flood 7 Rocky Creek SR 1150 junction Retain and Extend 2@ 9 X 7 RCBC Hazard Zone 0.8 miles S W of the Designated Flood 8 Clarks Creek SR 1134 junction Retain and Extend 2@ 10 X 7 RCBC Hazard Zone 0.5 miles NE of the Designated Flood 9 UT LickFark Creek SR 1134 junction Retain and Extend 2@ 7 X 7 RCBC Hazard Zone 10 UT Rocky Creek 0.2 miles W of the Retain and Extend 1@ 7 X 5 RCBC N/A SR 1137 �unction 11 UT Rocky Creek 0.1 miles E of the Retain and Extend 1@ 7 X 5 RCBC N/A SR 1137 junction 12 Rocky Creek 0.3 miles E of the Retain and Extend 3@ 9 X 9 RCBC Designated Flood SR 1137 �unction Hazard Zone Norfolk Southern/ Build a new 210' bridge and railroad Near 0.1 miles W of the Aberdeen Carolina & track west of the existing bridge. N/A 12 Western Railway NC 109 junction Remove Bridge No. 14 13 Smith Branch Creek 0.4 miles NE of the Retain and Extend 1@ 8 X 8 RCBC N/A NC 109 junction Notes: UT — Unnamed Tributary RCBC—Reinforced Concrete Box Culvert CMPA—Corrugated Metal Pipe Arch 20 K Landscapina In accordance with the NCDOT Highway Landscape Planting policy, funding for landscaping is typically included in all TIP highway improvement projects. Details of specific landscaping for this project will not be known until final construction plans have been approved. The project will also include standard landscaping as needed for erosion control purposes. No special landscaping is proposed as a part of the projects. L. Noise Barriers No noise barriers are proposed within the limits of the proposed projects. V. ENVIRONMENTAL EFFECTS OF PROPOSED ACTION A. Natural Resources 1. Biotic Resources a. Terrestrial Communities Within the R-2530B, B-4974 and R-2527 project study area, there are various types of terrestrial communities. For project R-2530B, there are three distinct types of terrestrial communities located in the project study area - basic oak-hickory forest, cropland/pasture, and residentiaUcommercial. For project R-2527, there are eight distinct types of terrestrial communities located in the project study area - mixed pine and hardwood forest, hardwood forest, pine plantation, timbered scrub-shrub, pine dominated forest, Uwharrie boggy streamhead, commerciaUresidential, low density development, and maintained or disturbed areas. Descriptions ofthese areas are discussed below. R-2530B — Stanly County Basic Oak-Hickory Forest The forest community described here appears to be a remnant fragment of a Basic Oak- Hickory Forest community. The community has been highly modified by anthropogenic activities and is encompassed in a much larger agriculturaUresidential community matrix. The understory is composed of weedy, invasive species while the canopy composition has been reduced to a few 21 species. Common species observed include loblolly pine, northern red oak, red maple, white oak, pignut hickory, mockernut hickory, poison ivy, blackberry and Japanese honeysuckle. While the Basic Oak-Hickory Forest is the dominant forest community in the project study area, there are several small patches of other forest community types, including Chestnut Oak Forest, Mesic Hardwood forest, and Piedmont/Low Mountain Alluvial Forest. However, because each of these areas comprise minute amounts of acreage (<1 acre) within the project study area, a Basic Oak- Hickory Forest classification was assigned to all forested areas. Cropland/Pasture Cropland and pasture areas used for the cultivation of crops are generally evenly aged, human dominated, and have little, if any, species diversity. Agricultural lands are harvested on a particular rotation and provide limited habitat diversity for wildlife. The vegetative communities of the cropland/pasture found within the project study area included areas of fallow fields, active pasture, and inactive pasture. Common pasture grasses in North Carolina include fescue and brome with perennial legumes interspersed throughout. ResidentiaUCommercial This community comprises the homes, yards, driveways, ofiice buildings, parking lots, and other areas used for human habitation. Most of the yards have a monoculture of grass interspersed with ornamental trees and shrubs. The grounds of ofiice buildings and businesses and their associated parking lots are primarily planted with a mia�ture of grasses and ornamental species of trees, shrubs and herbs, both native and exotic. R-2527 — Montpomery County Mixed Pine and Hardwood Forest The majority of the natural communities adjacent to NC 24-27 and located within the study area are identified as mixed pine and hardwood forests. Much of this community is located within National Forest land and shows evidence of historical disturbance. Dominant canopy species within these communities are as follows: Virginia pine, short- leaf pine, black cherry, northern red oak, sweetgum, red maple, white oak, post oak, sycamore, and black oak. The subcanopy is commonly comprised of flowering dogwood, red maple, red cedar, sweetgum, American holly, and white oak. The shrub layer contains black cherry, winged elm, rose, blackberry, privet, blueberry, and American holly. Dominant vines found in these communities include: yellow jessamine, Japanese honeysuckle, catbrier, poison ivy, muscadine, and crossvine. Ferns present are Christmas fern, ebony spleenwort, and cinnamon fern. Numerous herbs were identified in the project study area associated with the mixed pine- 22 hardwood communities. The following were most common in the areas examined during the field reconnaissance: leopard's bane, mayapple, trout lily, bellwort, elephanYs foot, woodrush, sage, alumroot, wintergreen, and crane-fly orchid. W ithin the community found along NC 73, River Road, Liberty Hill Church Road, Bruton Carpenter Road, the railroad, and Dairy Road, dominant canopy and subcanopy species included loblolly pine, Virginia pine, sweetgum, red maple, and sugar maple. Dominant shrubs included canopy species saplings, flowering dogwood, black cherry, winged elm, Chinese privet, and blackberry. Dominant vines included catbrier, honeysuckle, Virginia creeper, grape, and poison ivy. Herbaceous plants were limited due to the ea�tensive canopy coverage and thick layer of leaf litter. Dominant species observed included Christmas fern, wild ginger, and wintergreen. The portion of the community located along the west side of NC 73 is similar to the Dry Mesic Oak Hickory Forest described by Schafale and Weakley. In addition to the species listed above, other dominant canopy species observed in this area included short-leaf pine, northern red oak, southern red oak, white oak, mockernut hickory, and pignut hickory. Buckeye and river birch were observed within the understory. The portion of this community located on the western side of River Road north of NC 24-27 is similar to the PiedmonULow Mountain Alluvial Forest described by Schafale and Weakley. In addition to the previously described species, other dominant species observed in this area include: tulip poplar and sycamore in the canopy, and American holly, tag alder, black willow, and elderberry in the shrub layer. The portion of this community located along Liberty Hill Church Road has been clear cut within the last ten years and consists primarily of young red maple, sweet gum, tulip poplar, and loblolly pine. Hardwood Forest There are nine areas adjacent to NC 24-27 and located within the project study area identified as hardwood forests. Dominant species in the canopy stratum include tulip poplar, sweetgum, red maple, pignut hickory, post oak, and southern red oak. Dominant species in the subcanopy are red maple, flowering dogwood, American holly, ironwood, sourwood, and sugar maple. Due to the ea�tensive canopy coverage, the shrub layer is sparse in the majority ofthe hardwood communities. Dominant species identified during the field reconnaissance include black haw, strawberry bush, cucumbertree, rose, and blueberry. Vines present are Japanese honeysuckle, crossvine, and yellow jessamine. Herbs present are violet, alumroot, bedstraw, and cranesbill. Ferns present are Christmas fern, ebony spleenwort and grapefern. Herbs are wild ginger, wintergreen, and cranefly orchid. Within the community found along Dairy Road, Bruton Carpenter Road, Liberty Hill Church Road, Wadeville Road, and Saunders Road, dominant species observed in the canopy and subcanopy included tulip poplar, red maple, sugar maple, sweet gum, pignut hickory, mockernut hickory, white oak, southern red oak, northern red oak, black oak, post oak, and sourwood. Dominant shrub species observed included canopy species saplings, highbush blueberry, possumhaw, American holly, and blackberry. Dominant herbs observed included cinnamon fern, royal fern, christmas fern, wild ginger, and wintergreen. Dominant vines observed include grape, honeysuckle, catbrier, and Virginia creeper. 23 Pine Plantation Two natural communities adjacent to NC 24-27 and located within the study area are identified as pine plantations. Dominant canopy species include loblolly and Virginia pine. The subcanopy is comprised of red maple, red cedar, tulip poplar, sourwood, flowering dogwood, sweetgum, and American holly. Japanese honeysuckle was also observed in these communities. Herbs include plume grass, broomstraw, crane-fly orchid, wintergreen, small wood sunflower, and running pine. Also present is lichen and reindeer moss. The community found along Diary Road consists of young loblolly pine approximately 10 to 15 years of age. Other species found within the understory and shrub layer were red maple, sweet gum, tulip poplar, and sourwood. Dominant vines that are found within this community include poison ivy, honeysuckle, and catbrier. Herbaceous species included winter green, broomstraw, and poison ivy. Timbered Scrub Shrub Three communities adjacent to NC 24-27 and located within the study area are identified as Timbered Scrub Shrub. Dominanttrees include white oak, red maple, tulip poplar, and post oak. Subcanopy species include American holly, loblolly pine, sweetgum, tulip poplar, and flowering dogwood. The shrub layer is sparse due to the intensive shading of the dense canopy. Yellow jessamine was the only vine identified in the Timbered Scrub Shrub communities. Herbs present are running pine, ebony spleenwort and cinnamon fern. Pine Dominated Forest This community is found along the railroad. The portion of this community found north of NC 24-27 is dominated by long-leaf pine in the canopy and understory with some loblolly and Virginia pine. However the portion south of NC 24-27 is predominately loblolly and Virginia pine. Other common canopy understory species include red maple, tulip poplar, white oak, southern red oak, and sweetgum. A large portion of this area had been recently burned, therefore the vine, shrub, and herbaceous layer was open. Dominant species within the shrub layer includes canopy and understory species saplings, highbush blueberry and American holly. Dominant vines found within this community include, grape and catbrier. Dominant herbs observed include goldenrod and sedges. Uwharrie Boggy Streamhead The Uwharrie Boggy Streamhead community type occurs in flat, braided drainages with a canopy of red maple, sweetgum, tulip poplar, black gum, willow oak and an occasional loblolly 24 and shortleaf pine. Often, in the adjacent upland area is white oak, post oak and a stronger presence of pines. The subcanopy includes sweetbay, witch-alder, alder, southern wild raisin, mountain laurel, Virginia willow, titi, fetterbush, and mountain pepperbush. Herbs include cinnamon fern, royal fern, netted chain fern and sphagnum. CommerciaUResidential Low Density Development Low-density development areas are minimal and include residential and light commercial development within the study area. Common canopy species include red maple, tulip poplar, sweetgum, green ash, southern red oak, white oak, and shortleaf pine. Subcanopy trees include tag alder, ironwood, American holly, flowering dogwood and red cedar. The herb layer contains mallow and rose. Vines include crossvine. Maintained/Disturbed areas The Maintained/Disturbed areas consist of maintained residential lawns, regularly mowed roadsides, and clear-cut areas located on the northwest side of River Road. The regularly mowed roadsides were consisted of mainly herbaceous vegetation. Dominant herbaceous species include goldenrod, black-eyed Susan, fescue, ox-eye daisy, sneeze-weed, lespedeza, and asters. In locations where the roadside community began to transition to forested communities, some tree saplings and shrubs were also common. Dominant species consisted of Chinese privet, winged sumac, sweet gum, and red maple. The clear-cut area located on the northwest side of River Road consisted of young saplings, shrubs and herbs. Dominant saplings and shrubs observed included river birch, sweet gum, red maple, green ash, American holly, elderberry, and black cherry. Dominant herbs observed consisted of Christmas fern, honeysuckle, wild garlic, and microstegium. b. Terrestrial Wildlife Within R-2530B, B-4974 and R-252Ts various terrestrial communities, there is a large variety of wildlife. The maintained roadside and pasture areas provide habitat for foraging, while the forested communities provide foraging and cover. Mammalian species that were identified in the field are white-tailed deer, raccoon, gray squirrel, and opossum. Wildlife species likely to occur within this community also include eastern mole, red bat, eastern cottontail, red fox, shrews, striped skunk and wild turkey. Common birds expected to utilize the project study area habitat include blue jay and bluebird. Birds heard or observed in the field include the American robin, American crow, turkey vulture, sharpshinned hawk, red shouldered hawk, ruby throated hummingbird, brown headed cowbird, red-eyed vireo, black-and-white warbler, yellow-throated warbler, eastern towhee, red-bellied woodpecker, red-tailed hawk, tufted titmouse, eastern meadowlark, wood thrush, northern mockingbird, northern cardinal, and American redstart. Common reptiles and amphibians likely to be found in the project study area include the five- lined skink, various toads, black racer, bullfrog, and the gray treefrog. Reptiles and amphibians 25 observed in the field include the eastern box turtle, and the black rat snake. Due to the large expanses of forested area present throughout the study area in the Uwharrie National Forest, occurrence of wildlife along the roadway is likely to be frequent. c. Aquatic Communities The streams within the project study area provide aquatic habitat. The physical characteristics (size and water quality) of the stream, as well as the adjacent terrestrial communities, directly influence faunal composition ofthis aquatic community. Woody debris located throughout the stream provides habitat, shade, and concealment pockets for several aquatic species. Aquatic invertebrates are a major component of aquatic ecosystems, as primary and secondary consumers, as well as prey items for organisms higher in the food chain. Insects expected to utilize this community include mayflies, stoneflies, caddisflies, dragonflies, aquatic beetles, mosquito larvae, and midges, caddisfly larval casings, small minnow mayfly larvae, water striders, and aquatic worms. Caddisfly, mayfly, and dragonfly larvae, as well as aquatic beetles were observed in some streams. NCDWQ collected fishery data for Clarks Creek in June 2004 and Rocky Creek in May 2006. Fish species collected within the project vicinity include redbreasted sunfish, highfin shiner, bluehead chub, tessellated darter, and bluegill. Other fish observed within the study area include green sunfish, rosyside dace, creek chubsucker, and the creek chub. Other aquatic fauna observed throughout the study area include various frogs and toads. Crayfish mounds were abundant throughout wetlands and stream banks. Northern dusky salamanders were observed in the project study area. Other species that may be found include water snakes, snapping turtle, beaver, marbled salamander, three-lined salamander, American toad, green frog, and whitefin shiner. d. Summarv of Anticipated Effects Construction of the proposed project will have various impacts on biotic resources. Impacts to plant communities associated with construction activities include the removal of vegetation, soil compaction, damaging and/or exposing root systems, as well as potential impacts associated with petroleum spills. Permanent impacts to wildlife will be minimal due to this project being a widening of the existing roadway, with no new alignment. Impacts to the aquatic communities are likely to result from the physical disturbance of aquatic habitats (e.g., substrate and water quality) and watersheds. These impacts are likely to be greatest at stream crossings. Impacts to aquatic communities will be minimized by strict adherence to the NCDOT Best Management Practices (BMPs) for Construction and Maintenance Activities. Based on NCWRC databases, there are no construction moratoria for the project study area. 26 2. Water Resources Water resources within the study area are located in the Yadkin-Pee Dee River Basin (LTSGS Hydrologic Unit 03040104, NCDWQ Subbasins 03-07-08, 03-07-10, and 03-07-15). All streams identified within the R-2530B project study area are unnamed tributaries to one of three named systems: Mountain Creek, Jacobs Creek, and the Pee Dee River. Water resources present in the R-2527 project study area include Lake Tillery/Pee Dee River, Rocky Creek (Lake Tillery tributary), Dumas Creek, Clarks Creek, Lick Fark Creek, Rocky Creek (Little River tributary), Smith Branch, Cattail Creek and Wood Run. It should be noted that there are two streams named Rocky Creek within the R-2527 project study area. The Pee Dee River at this location is dammed downstream to form L,ake Tillery. Upstream, the Uwharrie River and Yadkin River converge to form the Pee Dee River. The lake does not exhibit riverine conditions due to the dam, and is typical of manmade reservoirs throughout the state. See Table 10 for water resource subbasin locations and best usage classifications, and see Figures 4A to 4M for water resource locations. TABLE 10: WATER RESOURCES DATA Water DWQ Stream Best Usage Project Resource Index No. Subbasin Classification R-2530B Mountain Creek 13-5-(0.'� 03-07-08 WS-IV, CA R-2530B Jacobs Creek 13-9-(0.5) 03-07-08 WS-IV, CA R-2530B Pee Dee River 13-(1) 03-07-08 WS-IV, B, CA B-4974 & L,ake Tillery/Pee R-2527 Dee River 13-(1) 03-07-08 WS-IV, B, CA Rocky Creek R-2527 (L,ake Tillery 13-&(2) 03-07-08 WS-IV, CA tributary) R-2527 Dumas Creek 13-16-1 03-07-08 C R-2527 Clarks Creek 13-16 03-07-10 C R-2527 Lick Fark Creek 13-16-4 03-07-10 C Rocky Creek R-2527 (Little River 13-25-30-(0.5) 03-07-15 C, HQW tributary) R-2527 Smith Branch 13-25-30-1 03-07-15 C R-2527 Cattail Creek 13-8-1 03-07-08 WS-IV R-2527 Wood Run 13-7-(1) 03-07-08 WS-IV NCDWQ classifies surface waters of the state based on their intended best uses. UTs thal have not been classified carry the same classification as that assigned to the stream segment to which it flows. Class "W S IV" waters are protected as water supplies that are generally in moderately to highly developed watersheds and are also suitable for aquatic life propagation and 27 survival, fishing, wildlife, secondary recreation, and agriculture. Class "B" waters are waters suitable for primary recreation. The supplemental "CA" classification indicates that the land surrounding this resource is part of a critical area Critical area is the land adjacent to a water supply intake where risk associated with pollution is greater than from remaining portions of the watershed. Class C waters are suitable for aquatic life propagation and survival, fishing, wildlife, secondary recreation, and agriculture. The supplemental classification of HQW indicates that this is a High Quality Water. Neither Water Supplies (WS-L undeveloped watersheds or WS-II: predominantly undeveloped watersheds) or Outstanding Resource Waters (ORW) occur within 1.0 mile of the project study areas. A portion of Rocky Creek (Little River Tributary) is classified as High Quality Waters (HQW). However, since some crossings within the project limits are within a water supply watershed protected area with waters classified as W S-IV and are within one mile of the critical area "CA", hazardous spill basins may be required. Stanly and Montgomery Counties are not one of the 25 mountain counties designated by the North Carolina Wildlife Resource Commission (NCWRC) as containing Mountain Trout Waters (MTWs). The streams within the project study area do not supporttrout or anadromous fish and are not designated as essential fish habitat. Section 303(d) of the Clean Water Act (CWA) requires states to develop a list of waters not meeting water quality standards or which have impaired uses. None of the streams within the study area are included on the Fina12010 303(d) list for North Carolina nor do they drain into any 303(d) waters within 1-mile ofthe project study area The Ambient Monitoring System (AMS) is a network of stream, lake, and estuarine water quality monitoring stations strategically located for the collection of physical and chemical water data. The waterbody's classification and corresponding water quality standards determine the type of water quality data or parameters collected. There is not an AMS station within one mile ofthe project study areas. One of the DWQ monitoring programs for the Yadkin-Pee Dee River Basin includes benthic macroinvertebrate sampling at fixed monitoring sites throughout the state. Many benthic macroinvertebrates have stages in their life cycle that can last from six months to a year. Therefore, the adverse effects of a toxic spill will not be overcome until the neat generation. Different taxa of macroinvertebrates have different tolerances to pollution; thus, long term changes in water quality conditions can be identified by population shifts from pollution sensitive to pollution tolerant organisms (and vice versa). Overall, the species present, the population diversity and the biomass are reflections of long term water quality conditions. There is one benthic macroinvertebrate monitoring site in the project study area where Rocky Creek (Little River tributary) crosses NC 24-27 in Montgomery County. This site was last sampled in 1996 and received a rating of `Good-Fair'. Fish communities are also sampled by DWQ as part of the basinwide assessment using methods developed far the application of the North Carolina Index of Biotic Integrity (NCIB� 28 (NCDEHNR 2000). There are no Fish Community Assessment stations located within 1-mile of the study area. However, there is a fish community sampling station for Rocky Creek, located approximately 6-miles from the project study area. Data was collected from this station in 2006 and received a rating of "Excellent." Point source dischargers are permitted through the National Pollutant Discharge Elimination System (NPDES) program and are required to register for a permit. Based upon NCDWQ's database (DWQ 2007) and NCDOT GIS data, there are no NPDES permitted dischargers within one mile ofthe project study areas. Wetlands are identified based on the presence of hydric soils, hydrophytic vegetation, and saturated or flooded conditions during all or part of the growing season. Areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal conditions do support, a prevalence of vegetation typically adapted for life in saturated soil conditions are considered "wetlands" under 33 CFR §328.3(b). Wetlands generally include swamps, marshes, bogs, and similar areas. See Tables 14, 15 and 16 for wetland data, and see Figures 4A to 4M for locations. a. Clean Water Act / Waters of the U.S. Surface waters and jurisdictional wetlands and streams fall under the broad category of "Waters of the United States," as defined in Section 33 of the Code of Federal Regulations (CFR) Part 328.3. Any action that proposes to place fill material into these areas falls under the jurisdiction of the US Army Corps of Engineers (COE) under Section 404 of the Clean Water Act (CWA) (33 USC.1344). Twenty-three jurisdictional streams are impacted in the R-2530B project study area (See Figures 4A to 4D). Stream classifications and other data are included in Table 11. Eight jurisdictional streams are impacted in the B-4974 project study area (See Figures 4D to 4G). Stream classifications and other data are included in Table 12. Thirty jurisdictional streams are impacted in the R-2527 project study area (See Figures 4G to 4M). Stream classifications and other data are included in Table 13. Four wetlands are impacted in the R-2530B project study area (See Figures 4A to 4D). Wetland types and other data are included in Table 14. Two wetlands are impacted in the B- 4974 project study area (See Figures 4D to 4G). Wetland types and other data are included in Table 15. Twenty-three wetlands are impacted in the R-2527 project study area (See Figures 4G to 41V�. Wetland types and other data are included in Table 16. b. Clean W ater Act Permits 29 An Individual Permit from the USACE is anticipated to satisfy Section 404 of the Clean Water Act. The USACE holds the final discretion as to what permit will be required to authorize project construction. In addition to the 404 permit, other required authorizations include the corresponding Section 401 Water Quality Certification (WQC) from the DWQ. A DWQ Section 401 Water Quality General certification may be required priar to the issuance of a Section 404 Permit. c. Construction Moratoria No construction moratorium is anticipated. d. N.C. River Basin Buffer Rules There are currently no basin-wide buffer rules for streams in the Yadkin-Pee-Dee Basin. e. Summarv of Anticipated Effects For project R-2530B, there are 7,122 linear feet of stream impacts and 0.58 acres of wetland impacts. See Table 11 for stream impacts and Tables 14 for wetland impacts within the R-2530B project study area. For project B-4974, Alternative 1, there are 1,667 linear feet of stream impacts and 0.08 acres of wetland impacts. For project B-4974, Alternative 4, there are 1,958 linear feet of stream impacts and 0.02 acres of wetland impacts. See Table 12 for stream impacts and Table 15 for wetland impacts within the B-4974 project study area. For project R- 2527, there are 6,438 linear feet of stream impacts and 1.71 acres of wetland impacts. See Table 13 for stream impacts and Table 16 for wetland impacts within the R-2527 project study area. THIS SECTION WAS INTENTIONALLY LEFT BLANK 30 31 TABLE 11: STREAM IMPACTS IN THE R-2530B PROJECT STUDY AREA STREAM PRELIMINARY LENGTH IN DESIGN STREAM STREAM STREAM NCDENR STATUS DWQ STUDY IMPACTS (FEET) ID NAME CLASSIFICATION SCORE AREA ALTERNATNE: FEET BEST FIT DITCH UT, Mountain Creek - - 290 12 St-AN 02 UT, Mountain Creek Perennial 30.5 788 237 St-AA UT, Pee Dee River Intermittent 13 223 188 St-B UT, Mountain Creek Perennial 32 475 208 St-C UT, Mountain Creek Intermittent 26.5 255 57 St-CC UT, Mountain Creek Perennial 33 515 28 St-DD UT, Mountain Creek Intermittent -- 151 34 St-E UT, Mountain Creek Perennial 32 396 69 St-EE UT, Mountain Creek Perennial 30.5 527 113 St-F UT, Mountain Creek Perennial -- 1264 657 St-FF UT, Mountain Creek Intermittent 24.5 392 130 St-G UT, Mountain Creek Intermittent 20.5 210 38 St-GG UT, Mountain Creek Perennial 35.5 310 267 St-HH UT, Mountain Creek Perennial 30.5 619 150 St-I UT, Mountain Creek Intermittent 28 2416 2060 St-J UT, Mountain Creek Perennial 29.5 175 36 St-L UT, Mountain Creek Intermittent 16.5 248 248 St-M UT, Jacobs Creek Perennial 36.5 3730 994 St-N UT, Jacobs Creek Perennial 40 676 381 St-P UT, Jacobs Creek Intermittent 23 789 612 St-Q UT, Jacobs Creek Perennial 34.5 662 178 St-R UT, Pee Dee River Perennial 31.5 884 410 ? -L- Sta. 95+00 ? ? ? 15 TOTAL STREAM IMPACTS FOR R-2530B 7,122 NOTES: • Impacts are based on preliminary design slope stake limits plus 25 feet. • Information is unavailable for items marked with a"?". TABLE 12: STREAM IMPACTS IN THE B-4974 PROJECT STUDY AREA STREAM PRELIMINARY DWQ LENGTH IN DESIGN STREAM STREAM STREAM NAME NCDENR STATUS SCORE STUDY IMPACTS (FEET) ID CLASSIFICATION qREA ALTERNATIVES: FEET 1 4 St-T UT, Pee Dee River Perennial 29 821 62 158 St-U UT, Pee Dee River Perennial 33 1445 158 408 St-V UT, Pee Dee River Perennial 34.5 1255 695 382 St-W UT, Pee Dee River Intermittent 25 116 353 491 St-Z UT, Pee Dee River Ephemeral 4 271 0 147 SG UT, Pee Dee River Intermittent 26 242 129 112 SH UT, Pee Dee River Perennial * 32.5 * 386 149 150 ? -L- Sta.103+00 ? ? ? 121 110 TOTAL STREAM IMPACTS FOR B-4974 1,667 1,958 NOTES: • * Information updated after 3/26/08 site visit with NCDWQ. • Impacts are based on preliminary design slope stake limits plus 25 feet • Information is unavailable for items marked with a"?". 31 TABLE 13: STREAM IMPACTS IN THE R-2527 PROJECT STUDY AREA STREAM PRELIMINARY LENGTH IN DESIGN STREAM DWQ STREAM STREAM NCDENR STATUS STUDY ID NAME CLASSIFICATION SCORE AR� IMPACTS (FEET) (FEET) ALTERNATIVE: BEST FIT SA Rock Creek Perennial 42.5 1,123 186 SB-1 Rock Creek Perennial 40 903 117 SB-2 UT, Roc Creek Perennial 32.5 643 151 SC Dumas Creek Perennial 43 521 109 Intermittent / SC-1 UT, DumasCreek Perennial 26 1,807 1372 SD Clarks Creek Perennial 41.5 531 145 SE UT, Lick Fork Creek Perennial 44.5 530 � 2� SF-A Lick Fork Creek Perennial 40.5 524 135 SF-A1 UT, Lick Fork Creek Perennial 30 397 265 SF-B Rock Creek Perennial 48.5 517 155 SH-1 UT, Pee Dee River Intermittent * >19 * 81 $� SJ UT, Wood Run Intermittent 20 210 109 SK UT, Cattail Creek Intermittent 28.5 673 140 SL-A UT, Cattail Creek Perennial 33.5 627 114 SM-1 UT, Roc Creek Intermittent 24 523 190 SM-2 UT, Roc Creek Perennial 35 689 180 SN UT, Dumas Creek Perennial 39.5 753 28� SO UT, DumasCreek Perennial 37 747 �22 SP UT, Clarks Creek Perennial 40 521 108 SR UT, Lick Fork Creek Intermittent 24.5 507 171 SU UT, Lick Fork Creek Perennial 39 343 26� SW-B UT, Lick Fork Creek Intermittent 29 672 147 SW-C1 UT, Roc Creek Intermittent 27.5 664 202 SX UT, Lick Fork Creek Perennial 37.5 1,567 339 SY-A UT, Roc Creek Perennial 40.5 2,335 �29 SY-B Smith Branch Creek Perennial 43 902 196 SZ UT, Smith Branch Creek Intermittent 27.75 858 119 NC73-1 UT, Pee Dee River Intermittent - 195 N/A per USACE NWS1** UT, Rocky Creek Intermittent No Form 2g4 96 SES1** UT, RockyCreek Intermittent No Form g5 85 TOTAL STREAM IMPACTS FOR R-2527 6,438 NOTES: • * Information updated after 3/26/08 site visit with NCDWQ. • ** These streams were verified by the USACE and NCDWQ on 05-31-06 • Impacts are based on preliminary design slope stake limits plus 25 feet. • Information is unavailable for items marked with "No Form". 32 TABLE 14: WETLAND IMPACTS IN THE R-2530B PROJECT STUDY AREA PRELIMINARY DESIGN WETLAND WETLAND WETLAND AREA WETLAND IMPACTS (ACRES) ID WETLAND RATING IN STUDY AREA ALTERNATIVES: TYPE Acres BEST FIT 8 Riverine No Form 1.20 0.43 10 Riverine No Form 0.24 0.09 19 Riverine No Form 0.09 0.03 22 Riverine No Form 0.03 0.03 TOTAL WETLAND IMPACTS FOR R-2530B 0.58 NOTES: • Impacts are based on preliminary design slope stake limits plus 25 feet. • Information is unavailable for items marked with "No Form". TABLE 15: WETLAND IMPACTS IN THE B-4974 PROJECT STUDY AREA WETLAND AREA PRELIMINARY DESIGN WETLAND WETLAND WETLAND WETLANDIMPACTS(ACRES) ID TYPE RATING IN STUDY AREA qLTERNATIVES: (Acres) 1 4 17 Riverine No Form 0.11 0.06 0 WB Riverine 32 0.020 0.02 0.02 TOTAL WETLAND IMPACTS FOR B-4974 0.08 0.02 NOTES: • Impacts are based on preliminary design slope stake limits plus 25 feet. • Information is unavailable for items marked with "No Form". TABLE 16: WETLAND IMPACTS IN THE R-2527 PROJECT STUDY AREA PRELIMINARY DESIGN WETLAND WETLAND WETLAND WETLAND AREA WETLAND IMPACTS (ACRES) ID TYPE RATING IN STUDY AREA ALTERNATIVE: Acres BEST FIT WBB Riverine 20 0.110 0.11 WCC Riverine 22 0.037 0.01 WE Riverine 19 0.011 0.01 WEE Non-Riverine 18 0.308 0.04 WF Riverine 25 0.101 0.03 WFF Riverine 31 0.601 0.04 WGG Non-Riverine 22 0.251 0.05 WH Riverine 18 0.007 0.01 WHH Riverine 31 0.019 0.02 WJ Riverine 18 0.003 <0.01 WJJ Riverine 29 0.035 0.02 WM Riverine 30 0.012 0.01 WN Riverine 30 0.017 0.01 WNN Riverine 16 0.493 0.14 WP Non-Riverine 30 0.092 0.87 WPP Non-Riverine 18 0.057 <0.01 WR Non-Riverine 30 0.099 0.03 WS Riverine 19 0.054 0.02 WT Non-Riverine 16 0.166 0.11 WU-1 Riverine 19 0.018 0.02 WU-2 Riverine 39 0.123 0.11 WZ Riverine 18 0.076 0.02 WZZ Non-Riverine 19 0.037 <0.01 TOTAL WETLAND IMPACTS FOR R-2527 1.71 NOTES: Impacts are based on preliminary design slope stake limits plus 15 teet. 33 f. Avoidance, Minimization, and Mitiaation The USACE has adopted, through the Council on Environmental Quality (CE�, a mitigation policy which embraces the concepts of "no net loss of wetlands" and project sequencing. The purpose of this policy is to restore and maintain the chemical, biological, and physical integrity of "Waters of the United States," specifically wetlands. Mitigation of wetland impacts has been defined by the CEQ to include: avoidance of impacts (to wetlands), minimizing impacts, rectifying impacts, reducing impacts over time, and compensating for impacts (40 CFR 1508.20). Each of these aspects (avoidance, minimization, and compensatory mitigation) must be considered in sequential order. 1) Avoidance and Minimization of Impacts Given the number of streams and wetlands in the project area, total avoidance of surface waters and wetlands by these projects is not feasible. Alignments within the project study corridor have been developed to minimize impacts to wetlands and streams within the corridors. The NEPA/404 merger team has concurred on which areas should be bridged by the alternatives. Impacts on wetlands and streams will be considered in the selection of the least environmentally damaging practicable alternative (LEDPA) for the projects. Additional minimization measures will be considered as the projects progress. At the NEPA/404 Concurrence Point 2A meeting, avoidance, minimization, and mitigation were discussed for several major stream crossings. Figure 5 shows the projects' major stream crossing sites. For Site 4, Stream St-V, efforts will be made to minimize and avoid impacts during future stages of the design process. For Site 9, Stream SU, mitigation will most likely be required. The potential for stream relocation will be further evaluated during future stages of the design process. For Site 10, Stream SY-A, topography should allow Stream SY- A to be relocated. The use of natural stream design will be further evaluated during the actual drainage design. For Site 12, Stream SY-A, topography should allow Stream SY-A to be relocated. The use of natural stream design will be further evaluated during the actual drainage design. 2) Compensatory Mitigation of Impacts As the projects progress, NCDOT will investigate potential on-site stream and wetland mitigation opportunities. 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. If on- site mitigation is not feasible, mitigation will be provided by North Carolina Department of Environment and Natural Resources Ecosystem Enhancement Program (EEP). In accordance with the "Memorandum of Agreement among the North Carolina Department of Transportation, and the U.S. Army Corps of Engineers, Wilmington DistricY' (MOA), July 22, 2003, the EEP, will be requested to provide off-site mitigation to satisfy the federal Clean Water Act compensatory mitigation requirements far this project. 34 g. Bridge Demolition Depending on the selection of the least environmentally damaging practicable alternative (LEDPA) for project B-2527, bridge demolition may be required. Demolition will proceed according to Section 402-2 of NCDOT's Standard Specifications for Roads and Structures, the chapter titled "Removal of Existing Structures" outlines restrictions and Best Management Practices for Bridge Demolition and Removal. h. Anticipated Permit Requirements In accordance with provisions of Section 404 ofthe Clean Water Act (33 U.S.C. 1344), a permit will be required from the US Army Corps of Engineers for the discharge of dredged or fill material into "Waters ofthe United States." Due to each project's expected impacts on wetlands and jurisdictional streams, an individual Section 404 permit will likely be required. The US Army Corps of Engineers will determine final permit requirements. A NC Division of Water Quality Section 401 Individual Water Quality Certification will be required prior to issuance of the Section 404 permit. This certification is issued for any activity which may result in a discharge into waters for which a federal permit is required. Coordination with the NC Division of Water Quality (DW� will also be required to determine if a State Stormwater Permit will be required since waters classified as High Quality Waters (HQW) are within the project limits. Since projects B-4974 and R-2527 cross National Forest Service lands, a special use permit from the US Forest Service will be required to provide land for the proposed projects. 3. Rare and Protected Species The Endangered Species Act of 1973, as amended, requires any action likely to adversely affect species classified as endangered ar threatened be subject to review by the US Fish and Wildlife Service (FWS). Other species may receive additional protection under separate state laws. a. Endangered Species Act Protected Species As of September 22, 2010 (Stanly County) and March 21, 20ll (Montgomery County), the US Fish and Wildlife Service (LTSFW S) lists the following federally protected species for Montgomery and Stanly Counties (see Table 17). A brief description of each species' characteristics and habitat follows, along with the Biological Conclusion rendered based on 35 survey results in the study area. Habitat requirements for each species are based on the current best available information from referenced literature and/or the USFWS. TABLE 17 - FEDERALLY PROTECTED SPECIES LISTED FOR STANLY AND MONTGOMERY COUNTIES Project & County Common Name Federal Habitat Biological Status Present? Conclusion R-2530B & R-2527 - May Affect, Likely to Stanly / Montgomery Schweinitz's Sunflower E �'e3 Adversely Affect R-2527 - Montgomery Smooth Coneflower E Yes No Effect R-2527 - Montgomery Red-cockaded Woodpecker E No No Effect �; - �;nQangereQ Schweinitz's Sunflower Schweinitz's sunflower is a perennial herb that grows from 1 to 2 m tall from a cluster of tuberous roots. The stems are usually solitary, branching only at or above mid-stem. The stem is usually pubescent and is often purple. Schweinitz's sunflower begins flowering in late August or early September and continues flowering until the first frost. Current habitats include roadsides, power line clearings, old pastures, woodland openings and other sunny or semi-sunny situations. Biological Conclusion: May Affect, Likely to Adversely Affect Sunflower surveys were conducted in October 2011 within the project study areas. Sunflower habitat is ea�tensive along NC 24-27, especially in Montgomery County. Several species of sunflowers were found, including smooth sunflower, which is state listed as Significantly Rare. For project R-2530B, a population of Schweinitz's sunflowers was discovered on the southwest side of NC 24-27 under a utility line. Fifty-five stems were observed in addition to a few seedlings. Most of the plants were in flower. The sunflowers were about 4/10 mile southeast of Schweinitz's sunflower population EO 14, which was thought to be eatirpated (NC Natural Heritage Database updated 10/2011). See Figure 4B. For project R-2527, the only location in which Schweinitz's sunflowers were found in the study corridor was a previously known population (Element Occurrence (EO) 28) along the railroad tracks south of NC 24-27. Two clumps of sunflowers totaling about 23 stems were found on the east side of the tracks, across from the beaver pond. These sunflowers may not be visible every year due to herbicide spraying from the rail company. The population may not be viable in the long-term far this reason. See Figure 4L. 36 Due to the presence of Schweinitz's sunflower within the project area as well as within 1- mile of the project area, a biological conclusion of "May affect, likely to adversely affecY' has been given. Additional surveys will be required prior to project construction, and this biological conclusion will necessitate further coordination and consultation with the US Fish and Wildlife Service. A Biological Assessment and a Biological Opinion will be completed priar to the completion of the final environmental document. Smooth Coneflower Smooth coneflower is a perennial herb in the Aster family that grows up to 1.5 meters tall from a vertical root stock. Flower heads are usually solitary. The rays of the flowers (petal-like structures) are light pink to purplish in color. Flowering occurs from late May through mid-July and fruits develop from late June to September. The fruiting structures often persist through the fall. Smooth coneflower is typically found in open woods, cedar barrens, roadsides, clearcuts, dry limestone bluffs, and power line rights-of-way. Biological Conclusion: No Effect Habitat far the smooth coneflower is located within the project area within the disturbed areas along the railroad tracks and roadside. Smooth coneflower surveys were conducted in 2006. No smooth coneflower specimens were observed. The NCNHP database has no records of smooth coneflower occurring within 1-mile of the project study area. The proposed project will have no effect on the smooth coneflower. However, due to the presence of potential habitat within the project area, additional surveys will be required prior to construction. Red-cockaded Woodpecker The adult red-cockaded woodpecker (RCW) is a small black and white bird with small red streaks on the sides of the nape in the male. The back of the RCW is black and white with horizontal stripes. The breast and underside of this woodpecker are white with streaked flanks. The RCW has a large white cheek patch surrounded by the black cap, nape, and throat. The RCW is endemic to mature fire maintained forests where it uses open, old growth stands of southern pines, particularly longleaf pine, for foraging and nesting habitat. These birds nest exclusively in trees that are greater than 60 years old and are contiguous with pine stands at least 30 years of age. These woodpeckers nest and roost in cavities excavated in living pine trees that are infected with the fungus that causes red-heart disease. Cavities are located in clusters from 12 to 100 feet above the ground and average 30 to 50 feet high. Cavity trees can be identified by a large incrustation of running sap that surrounds the tree. The RCW lays its eggs in April, May, and June; the eggs hatch approximately 10 to 12 days later. Biological Conclusion: No Effect 37 The project area does contain a few large areas of pine dominated forests, most of which are within the Uwharrie National Forest. Most stands within the project area are young (between 20 and 30 years old) and fragmented between moderate to large clear cut areas. Therefore, these stands would not provide suitable nesting habitat; however, they would provide potential foraging habitat. Protocol requires that surveys be conducted within 0.5 mile of the project area if potential foraging habitat is present within the project area. Surveys were conducted in 2007 by NCDOT biologists. The surveyed areas within 0.5 mile ofthe project did contain pine-dominated forests. The pines within the surveyed areas were composed of young pines (between 20 to 30 years old) that would not provide suitable nesting habitat. Two areas contained older long-leaf pines (between 30 to 60 years old). The first area, located approximately 1.0 mile west of the railroad and 0.4 mile north NC 24-27, is small with scattered mature pines. An inactive cavity tree was observed within this stand. The second area is located approximately 0.3 mile north of the project study area associated with the railroad. This area provides the best potential nesting habitat, however, the older trees are scaYtered throughout the stand which are dominated by younger pines between 20 to 30 years old. The area within 0.5 mile of these stands is fragmented due to clear cutting. The NCNHP database does indicate a RCW occurrence approximately 2.4 miles south of the study corridor. This record dates back to 1994 and was a cavity tree sighting, however no RCWs were observed. No RCWs were observed during the 2007 surveys. Based on the minimal amount of suitable nesting habitat within the study area and within 0.5 mile ofthe project area, the proposed project will have no effect on the RCW. b. Bald and Golden Eaple Protection Act Habitat far the bald eagle primarily consists of mature forest in proximity to large bodies of open water for foraging. Large dominant trees are utilized for nesting sites, typically within 1.0 mile of open water. Suitable bald eagle nesting habitat exists in the project study area in the forested areas around L,ake Tillery (Pee Dee River). Biological Conclusion: Not Required The most recent surveys for bald eagle in the Montgomery County portion of the project study area occurred in 2007. Based on previous bald eagle surveys performed by the NC Wildlife Resources Commission and the known bald eagle nest (approximately 7000 ft. southwest of R-252Ts western terminus), the USFWS agreed to survey limits from 1500 ft. north and south of NC 24-27 to an area 1500 ft. inland from the farthest inland tributary of Lake Tillery / Pee Dee River located near the NC 73 boat ramp. No bald eagle or eagle nests were observed during this survey and it was determined that this area did not have enough large trees to provide suitable eagle nesting habitat. The USFWS did not require bald eagle surveys far the 38 Stanly County portion of the study area at the same time due to the proximity of the known eagle nest. The bald eagle was delisted on June 28, 2007. Additional surveys may be required within Montgomery and Stanly Counties prior to project construction. However, these surveys will be restricted to 660 feet from the edge of the project boundaries. c. Endangered Species Act Candidate Species As of September 22, 2010 (Stanly County) and March 21, 20ll (Montgomery County), the US Fish and Wildlife Service lists Georgia Aster and Yadkin River Goldenrod as Candidate species far Montgomery and Stanly Counties. During an October 2011 environmental survey, a population of Georgia asters was found along NC 24-27 in Stanly County. See Figure 4B for the location. Current state and federal laws do not require protection of candidate species. These species were designated within the project study area in case the status is upgraded in the future. d. Federal Species of Concern As of September 22, 2010, the US Fish and Wildlife Service lists the following federally species of concern (FSC) for Stanly County: American Eel, Carolina Darter, Carolina Redhorse, Brook Floater, Carolina Creekshell, Butternut, Dwarf Aster, Prairie Birdsfoot-Trefoil, Riparian Vervain, and Virginia Quillwort. As of March 21, 2011, the US Fish and Wildlife Service lists the following federally species of concern (FSC) for Montgomery County: American Eel, Carolina Darter, Carolina Redhorse, Northern Pinesnake, Pinewoods Darter, Sandhills Chub, Atlantic Pigtoe, Brook Floater, Carolina Creekshell, Savannah Lilliput, Yellow Lampmussel Bog Oatgrass, Bog Spicebush, Dwarf Aster, and Ravine Sedge. Current state and federal laws do not require protection of FSC. These FSCs were designated within the project study area in case the status is upgraded in the future. e. US Forest Service Proposed, Endangered, Threatened, and Sensitive (PETS) Species In addition to plant and animal species receiving protection under the Endangered Species Act, the U.S. Forest Service (LJSFS) maintains their own list of Proposed, Endangered, Threatened, and Sensitive (PETS) species for the Uwharrie National Forest and considers these 39 species when determining impacts to National Forest System (NFS) lands. Since projects B- 4974 and R-2527 cross NFS lands, a special use permit from the USFS will be required to provide land for the proposed projects. Prior to approving a special use permit for the project, the USFS requires that the project study area be evaluated for PETS species. PETS surveys were conducted in 2007 by NCDOT staff, and populations of three PETS species were found as follows: one population of Schweinitz's sunflower, two populations of large witch alder, and several populations of smooth sunflower. Findings of these surveys were sent in a report to the US Forest Service for review in June 2009. NCDOT will conduct additional surveys of PETS species in the project area, and the PETS survey report will be updated based on comments received from the USFS prior to the selection of the preferred alternative. Further coordination between the USFS and NCDOT will occur in accordance with the National Environmental Policy Act (NEPA) process. 4. Soils Soil associations are classified as a group of defined and named taxonomic soil units occurring together in an individual and characteristic pattern over a general region. The soils within an association generally vary in depth, slope, stoniness, drainage, and other characteristics. According to the general soil map for Stanly County (US Department of Agriculture (LJSDA), 1989), the dominant soil series found within the project study area are Badin channery silt loam, Enon loam, Goldston silt loam, Kirksey silt loam, Misenheimer channery silt loam, Oakboro silt loam, Tatum channery silt loam, Udorthents, loamy, and Urban land. Based on Natural Resources Conservation Service (NRCS) provisional soil mapping datafor Montgomery County (LJSDA, 2003a), the project study area is composed of Chenneby silt loam ,Callison Secrest Complex, Herndon silt loam, Georgeville silt loam, Badin-Tarrus complex, Peawick loam, and Urban land. The NRCS defines a hydric soil as one that is saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper part of the soil. Such soils usually support hydrophytic vegetation. One of the soils listed in R-2530B's project study area, Oakboro silt loam, is considered hydric since it may contain hydric inclusions. Two soils within R-2527's project study area are classified as hydric; Chenneby silt loam and Peawick loam. B. Cultural Resources This project is subject to compliance with Section 106 of the National Historic Preservation Act of 1966, as amended, and implemented by the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106, codified at 36 CFR Part 800. Section 106 requires federal agencies to take into accountthe effect oftheir undertakings (federally-funded, licensed, or permitted) on properties included in or eligible for inclusion in the 40 National Register of Historic Places and to afford the Advisory Council a reasonable opporiunity to comment on such undertakings. 1. Historic Architectural Resources a. Historic Properties A Historical Architectural Survey Report was completed in 2000 for the R-2527 Area of Potential Effects (APE) in Montgomery County. This report recommended that there are no National Register-listed properties within the APE and that the properties over 50 years old in the APE are not considered eligible far the National Register of Historic Places. A Historical Architectural Survey Report was completed in February 2005 for the R- 2530B and B-4974 APE in Stanly County. This report recommended that the James B. Garrison Bridge (Swift Island Ferry Bridge) over the Pee Dee River, Bridge No. 51, is individually eligible for the National Register of Historic Places under Criterion C, design. See Figures 4E and 4G. The James B. Garrison Bridge (Swift Island Ferry Bridge) over the Pee Dee River is an open spandrel arch bridge and was built in 1927-28 by Carolina Power and Light (CP&L) in cooperation with the Highway Commission to replace a bridge flooded by the raising of the Tillery Reservoir for a hydroelectric plant. CP&L paid most of the costs, but the bridge's design was supervised by the commission, thus the bridge mimicked its predecessor: an open spandrel arch built in 1922. Prior to 1922 a ferry served as the river crossing, but since it was such an important East-West route, an open spandrel arch was constructed in 1922. This type of design was used by the Highway Commission on a handful of bridges at prominent locations across the state because it offered aesthetics as well as structural strength and economy of materials. Only five open spandrel concrete arches remain in the state. While, the design of the bridge is certainly striking and uncommon in this state, the story behind the demolition of the previous bridge makes this crossing even more interesting. Instead of simply dismantling the bridge, CP&L turned the structure over to the military for artillery and aerial bombing practice. The subsequent testing, conducted near Christmas 1927 became known as"The Battle of Swift Island Bridge" and was captured for newsreel by cameramen from Metro- Goldwyn Picture Company. The bridge withstood assaults from numerous groups including: engineers placing 350 tons on the deck, Air Force dive bombers with sand bombs and live loads, and Army artillery blasting the supports. Much to the chagrin of the W ar Department (and smugness of the engineers), it took 2,000 pounds of TNT placed at the piers to finally bring the bridge down. The North Carolina Department of Cultural Resources, State Historic Preservation Office (HPO) concurred with the recommendations discussed in the 2000 report for project R-2527. The July 7, 2000 concurrence form for properties not eligible for the National Register is included in Appendix A. HPO concurred with the recommendations discussed in the February 41 2005 report for projects R-2530B and B-4974 in their March 23, 2005 memorandum (see Appendix A). b. Potential Project Effects Project effects on historic properties were discussed with HPO on August 30, 2006 and again on February 10, 2011. The concurrence forms for assessment of effects are included in Appendix A. The project effects on Bridge No. 51 are shown in Table 18: TABLE 18: B-4974 PROJECT EFFECTS ALTERNATIVE / SCENARIO EFFECT FINDING Alt. 1, 2& 3- new owner agrees to take ownership of Bridge No. 51 No Adverse Effect Alt. 1, 2& 3— no new owner agrees to take ownership of Bridge No. 51 Adverse Effect Alternative 4 Adverse Effect Alternatives 1, 2 and 3 received a"no adverse effecY' call because these alternatives do not require the removal of Bridge No. 51. There is no adverse effect if a responsible party agrees to take ownership of the bridge because it will be preserved in place. Demolition funds will be made available to the new owners for future maintenance costs. Alternatives 1, 2 and 3 received an"adverse effecY' call because these alternatives do not require the removal of Bridge No. 51; but, the bridge will be removed if no responsible party agrees to take ownership of it. A Section 4(� evaluation and a Memorandum of Agreement (MOA) will be required if a responsible party does not agree to take ownership of Bridge No. 51 since the bridge will be removed. An "adverse effecY' call was made for Alternative 4 because the alternative requires the removal of Bridge No. 51 in order to erect a new structure adjacent to Bridge No. 50. A Section 4(� evaluation and a Memorandum of Agreement (MOA) will be required since Bridge No. 51 will be removed. Alternatives 2 and 3 were eliminated after the project effects were assessed based on the NCDOT Bridge Management Unit's recommendation to not replace Bridge No. 50 at this time, the SHPO effects determinations, and Stanly County's interest in taking over the maintenance of historic Bridge No. 51 to provide a trail connection between Morrow Mountain State Park and the Uwharrie National Forest. Alternatives 1 and 4 will be presented at the public hearing for citizen comments. The least environmentally damaging practicable alternative (LEDPA) will be selected following the public hearing and the NEPA/404 Merger Concurrence Point 3 meeting. 42 2. Archaeological Resources An Intensive Archaeological Survey and Evaluation (Phase I and I� report was completed in August 2006 for the R-2530B project study area in Stanly County. This investigation recommended that only one site (31ST195) was individually eligible for listing in the National Register of Historic Places (NRHP) under criterion [d] of 36 CFR 60.4, and three sites (31ST195, 31ST196 and 31ST204/204**) were eligible for listing in the NRHP as an archaeological district under criterion [a] and [d] of 36 CFR 60.4 (sites 31 ST196 and 31 ST204/204* * are not considered to be individually eligible far the NRHP). Two historic cemeteries were also documented during the course of field investigations but are not recommended as eligible for the NRHP as individual archaeological resources. Avoidance is recommended for both of the cemeteries and all of the site components to the proposed archaeological district. Site 31 ST195 was recommended for listing based on the recovery of a high quantity and variety of artifacts including diagnostic projectile points and ceramics, the recovery of numerous artifacts in undisturbed contea�ts, and the likelihood that this site can be placed into a broader regional conteat of lithic procurement and reduction that is rather unique to the Uwharrie Mountain region. Site 31 ST196 represents a prehistoric lithic quarry where raw material was first obtained. Immediately adjacentto this quarry are two reduction sites (31ST195 and 31ST204/204**) that represent lithic workshops which are intensive reduction/production sites. Together these three adjacent sites represent the full spectrum of lithic reduction activities from initial eatraction (31ST196) through raw material caching and limited reduction activities (31ST204/204**) to intensive reduction and tool replacement activities (31ST195). Diagnostic artifacts were recovered from sites 31ST195 and 31ST204/204**, but not from 31 ST196. Avoidance is recommended for all of the site components to the proposed archaeological district. If avoidance is not possible, data recovery excavations are recommended for site 31ST195, and additional laboratory analyses (e.g. lithic sourcing studies) be conducted on the already recovered materials from 31 ST196 and 31 ST204/204* * priar to the construction of project R-2530B. The Stanly Gardens of Memory cemetery and a portion of the Anderson Grove Church cemetery are within the R-2530B project study area. Neither of these cemeteries is recommended as eligible for the NRHP as an individual archaeological resource. Avoidance and preservation are recommended for these cemeteries. If avoidance is not possible, NCDOT will comply with North Carolina laws governing the treatment of cemeteries (NC General Statutes, Chapter 65, Article 5). The North Carolina Department of Cultural Resources, State Historic Preservation Office (HPO) concurred with the recommendations discussed in the August 2006 report in their March 29, 2007 memorandum (see Appendix A). This memorandum also recommended that if avoidance is not possible, then data recovery excavations be conducted at 31 ST195 and additional laboratory analyses be undertaken with archaeological materials recovered from sites 31 ST 196 and 31 ST204/204* *. 43 An Intensive Archaeological Survey and Evaluation (Phase I and I� report was completed in March 2008 far the R-2527 project study area in Montgomery County. This investigation recommended thatthree sites (31MG321, 31MG1629 and 31MG1806) were eligible for listing in the National Register of Historic Places (NRHP) under criterion [d] of 36 CFR 60.4. Avoidance is recommended far these three sites. If avoidance is not possible, then mitigation of effects (including data recovery excavations) will be required at these sites prior to ground disturbing activities. While site 31MG321 was not originally recommended as NRHP-eligible in 1978 (when it was identified), the site was reassessed as"potentially" eligible far the National Register following testing by the United States Forest Service in 1983. This site appears to represent intensive occupation of the location, largely during the Early Archaic period. Testing undertaken on behalf of NCDOT revealed a degree of integrity to the archaeological deposits that may produce eatremely valuable information about ecological adaptation and technological organization during the Early Archaic period. Site 31MG1806 was identified in 2008 as a relatively large lithic site dating to the Late Woodland period, with a fair degree of vertical integrity to the archaeological deposits south of NC24/27. This site was recommended as eligible for inclusion on the NRHP under criterion [d] of 36 CFR 60.4 based on the site's ability to convey significant information about technological organization and lithic economies during the Late Woodland period. Originally identified by the United States Forest Service in 2000 and determined to be "potentially" eligible far the National Register, site 31MG1629 was relocated adjacent the Roberdo Bog within the Uwharrie National Forest. Recent investigations identified a number of components within the archaeological deposits dating to Late Paleoindian, Middle Archaic, and Middle Woodland periods. These deposits appear to retain integrity and clarity, allowing far the preservation of significant information regarding ecological behaviors associated with all of these periods. The presence of Roberdo Bog in such close proximity, allows far the possibility of further ecological information being retained in palynological contea�ts in the bog. The North Carolina Department of Cultural Resources, State Historic Preservation Office (HPO) has concurred with the recommendations discussed in the March 2008 report in their April 8, 2008 memorandum (see Appendix A). All of the archaeological resources identified through the course of investigations for the R-2530B and R-2527 projects (as outlined above) are deemed significant through the information contained in the archaeological deposits themselves. It is understood that this information can be retained through data recovery efforts or through creative mitigation strategies such as more intensive laboratory analysis of recovered materials. None of these sites should be considered 4(fl resources, requiring preservation in place. 44 If archaeological artifacts are discovered during the construction of projects R-2530B, B- 4974 and R-2527, construction should cease in the affected area, and the Project Development and Environmental Analysis Unit, Human Environment Section should be contacted. C. Section 4(� / 6(� Resources Section 4(� of the US Department of Transportation Act of 1966 specifies that publicly owned land from a public park, recreation area, wildlife and waterfowl refuge, and all historic sites of national, state, and local significance may be used for federal projects only if there is no feasible and prudent alternative to the use of such land and the project includes all possible planning to minimize impacts to 4(� land resulting from such use. Three Section 4(� resources are located in the project study areas, as noted below: • James B. Garrison Bridge (Swift Island Ferry Bridge), Bridge No. 51 (B-4974) • Wildlife Resources Commission's Swift Island public boat access (B-4974) —(potential) • Uwharrie National Recreational Trail (R-2527) The James B. Garrison Bridge (Swift Island Ferry Bridge), Bridge No. 51, crosses the Pee Dee River within the B-4974 project area (see Figures 4E and 4G). Bridge No. 51 is considered structurally deficient and is eligible for the Federal-Aid Highway Bridge Program. The James B. Garrison Bridge (Swift Island Ferry Bridge), Bridge No. 51, is a Section 4(fl resource; however, two alternatives for replacing this bridge are still under consideration. Alternative 1 received a Section 106 "no adverse effecY' finding (under the National Historic Preservation Act), if a responsible party agrees to take ownership of the historic bridge because it will be preserved in place and not removed. Under this scenario, Stanly County will be taking over the maintenance and ownership of the historic bridge and there is "No Section 4(� Use". If no responsible party agrees to take ownership of the bridge, a Section 106 finding of "adverse effecY' will be applicable and the bridge will be removed. Under this scenario, a"Programmatic Section 4(� Evaluation and Approval for FHWA Projects that Necessitate the Use of Historic Bridges" will be included in the final environmental document. The Programmatic Section 4(� Evaluation and Approval documents thatthere was no feasible and prudent alternative to the Section 4(� use; the historic bridge will be recorded as described in a Memorandum of Agreement (MOA) to be developed through consultation with the State Historic Preservation Office. In addition, coordination with the Advisory Council on Historic Preservation (ACHP) may be necessary depending on the applicable Section 106 effect finding. Alternatives 1 and 4 will be presented at the public hearing for citizen comments. The least environmentally damaging practicable alternative (LEDPA) will be selected following the public hearing and the NEPA/404 Merger Concurrence Point 3 meeting. A decision regarding Section 4(� impacts will be made after the LEDPA is selected. The Wildlife Resources Commission's Swift Island public boat access is located within the B-4974 project area on the south side of NC 24-27 just east of the NC 24-27 / NC 73 45 intersection (see Figures 4E and 4G). The public can launch their boats for travel on both Lake Tillery and the Pee Dee River. B-4974, Alternatives 1 and 4, will require the use of land from this resource. There is no feasible alternative that will avoid this resource. The parking lot to the boat access will be impacted, but the boat launch area will not be impacted. NCDOT will provide uninterrupted access to the parking lot. Further coordination with the Wildlife Resources Commission and input from the public during the public hearing process is needed to determine the effects of the impact and the applicability of Section 4(�. The Uwharrie National Recreational Trail is located within the R-2527 project area on the north side of NC 24-27 between SR 1150, River Road, and SR 1134, Liberty Church Road / Wadeville Road, in the Uwharrie National Forest (see Figure 4H). Hikers can access the 20- mile Uwharrie National Recreational Trail and the 8-mile Dutchman's Creek Trail from the unpaved, trailhead parking lot. The Uwharrie National Recreational Trail is a Section 4(� resource; however, there is not a Section 4(� use because the trail will not be impacted, and NCDOT will provide uninterrupted access to the trail head parking lot. The Land and Water Conservation Fund Act (LWCFA) of 1965, as amended, allows state and local governments to obtain grants for acquiring or improving parks and recreation areas. Section 6(� of this Act prohibits the conversion of property acquired or developed with these grants to a non-recreational purpose without the approval of the Department of the Interior's (DO� National Park Service. No Section 6(� funds or grants were used. D. Farmland The Farmland Protection Policy Act requires all federal agencies ar their representatives to consider the impact of land acquisition and construction projects on prime and important farmland soils. North Carolina Executive Order Number 96 requires all state agencies to consider the impact of land acquisition and construction projects on prime farmland soils, as designated by the US Natural Resources Conservation Service (NRCS). Land planned or zoned for urban development is not subject to the same level of preservation afforded other rural, agricultural areas. As is required by the Farmland Protection Policy Act, the Form NRCS-CPA-106 has been completed (see Appendix D) according to FHWA guidelines. Projects B-4974 and R-2527 are mainly in wooded areas; therefore, these projects will not have a significant impact to farmland. Within the R-2530B project study area, the Northern Widening Alternative received a total point value of 44, and the Southern Widening Alternative received a total point value of 49 for Parts III and VI of the form. Since the Best Fit Alternative is a combination of the Southern and Northern Widening Alternatives, the total point value far this alternative will have similar values. Point totals below 60 points for these sections do not require submission to NRCS for further evaluation; therefore, these corridors will not be evaluated further for farmland impacts. Project R-2530B will not have a significant impact to farmland. 46 E. Social Effects 1. Neighborhoods/Communities In the R-2530B project study area, there is a mix of residential, commercial, and agricultural land uses. Residential subdivisions, rural residences, vacation homes, mobile home parks, and farm homes typify residential development in this part of Stanly County. Commercial development is concentrated within the City of Albemarle, primarily along NC 24-27 and NC 740, including the intersection of these two roads. The Albemarle Mall and Eastgate Shopping Plaza are located at R-2530B's westem terminus. In the R-2527 project study area, there is low-density development, little agriculture, and the occasional single-family lot or small business near major roads and intersections. Residential areas are generally found down intersecting roads in neighborhoods away from the project corridor. Local communities in the demographic study area are Wadeville, Windemere Pointe, and Woodrun. The Samthong Village subdivision ofthe Wadeville locality, contains a Laotian community of about 30 homes. The community is located off of NC 109 near West Montgomery High School. The project is located outside the town limits of Troy. There are various businesses along NC 24-27 in the project study area. 2. Relocation of Residences and Businesses The proposed projects will require the relocation of homes and businesses. All relocations will be carried out in accordance with Federal and State laws and regulations. NCDOT's Relocation Assistance Program will be utilized to assist in finding replacement housing for residents relocated by the projects. Table 19 below presents the anticipated number of homes and businesses which would be relocated by each project alternative. Appendix C includes information on NCDOT's relocation assistance program, as well as the relocation reports for each preliminary design alternative. There are no relocation reports specifically for the R-2530B `Best FiY' Build alignment because the information is contained in the Northern and Southern Widening alternative reports. However, no impacts to neighborhood cohesion are anticipated as a result of the widening project regardless of the alternative. TABLE 19. HOMES/BUSINESSES TO BE RELOCATED BY THE PROJECTS A+B1 A+B4 C TOTAL TOTAL PROJECT R-2530B / R-2530B / IMPACTS IMPACTS ALTERNATIVE B-4974, Alt. 1 B-4974, Alt. 4 R-2527 A+B1+C A+B4+C Homes 18 16 7 25 23 Businesses 24 19 3 27 22 47 3. Environmental Justice Title VI of the Civil Rights Act of 1964 protects individuals from discrimination on the grounds of race, age, color, religion, disability, sex, and national origin. In accordance with Executive Order 12898, "Federal Actions to Address Environmental Justice in Minority and Low-Income Populations" federal agencies are mandated to identify and address any disproportionately high and adverse effects on minority and/or low-income populations. The Order also directs federal agencies to provide minority and low income communities access to public information and meaningful public participation. The three environmental justice principles are: 1) to ensure the full and fair participation of all potentially affected communities in the transportation decision-making process; 2) to avoid, minimize or mitigate disproportionately high and adverse human health or environmental effects, including social and economic effects, on minority or low income populations; and 3) to fully evaluate the benefits and burdens of transportation programs, policies, andactivities, upon low-income and minority populations. A disproportionately high and adverse effect on minority and low-income populations means an adverse effect that: 1) Is predominately borne by a minority population and/or a low-income population; or 2) Will be suffered by the minority population and/or low-income population and is appreciably more severe or greater in magnitude than the adverse effect that will be suffered by the nonminority population and/or non-low income population. Pockets of minority and potentially low-income populations are present within the R- 2530B project area, although there are no large cohesive environmental justice communities in the Direct Community Impact Area. Local planners that were interviewed did not think that the proposed project would adversely or disproportionately impact minority or low-income populations, nor did they indicate that these special populations would be impacted more by widening to the north as opposed to widening to the south. A Hmong — Lao minority population is located within project R-2527's Demographic Study Area and qualifies as an Environmental Justice community. The community can be reached from SR 1136 (Bruton-Carpenter Road) or NC 109 South. It is not adjacent to the project study corridor, and will not be directly impacted. However, in this ethnic community most of the adults and the elderly do not read or write in any language, including their own. The R-2530B community impact assessment and final environmental justice technical memorandum and the R-2527 community impact assessment did not find any evidence or indication of discrimination on the basis of race, color, national origin, age, sex, or disability. These assessments did not find any evidence or indication that these projects will result in disproportionately high and adverse impacts on minority or low-income populations. 48 4. Limited Enalish Proficiencv (LEPI There are no language groups within the Demographic Study Area in which more than 5% ofthe adult population or 1,000 persons speak English less than "Very Well". Therefore, demographic assessment does not indicate the presence of LEP language groups that exceed the Department of Justice's Safe Harbor threshold requiring written translation of vital documents. However, the Department will include notice of Right of Language Access and may provide Spanish and Hmong interpreters for future meetings far this project, and may include other measures deemed necessary to ensure meaningful participation. Thus, the requirements of Executive Order 13166 appear to be satisfied. For project R-2530B, enhanced outreach measures, such as, multilingual notices publicizing upcoming workshops and meeting activities will be considered and posted at locations, such as, the Sweet Home Child Development Center and the Greater Victory Temple Ministries, the Church of Our Lord Jesus, Resurrection Church, St. Delight Church, Union Chapel, the Tienda Mexicana Guerrero Market, the Me Kong Oriental Market, the Harvey Morris Mobile Home Park and the Shady Oaks Mobile Home Park. For project R-2527, enhanced outreach measures and oral interpretation at public meetings will be considered to ensure that the minority population is aware of the project and any detours required during construction. Specifically, the Hmong and Lao Assistance Association will be contacted as part of public outreach activities. 5. Bicycle and Pedestrian Facilities and Scenic Byways There are two designated bicycle routes along NC 24-27 and several intersecting roadways including NC 740, SR 1720 (Valley Drive), SR 1739 (McNeil Road), NC 73 and SR 1150 (River Road). The Piedmont Spur NC Bike Route 6 follows SR 1720, Valley Drive, before following NC 24-27 eastward across the Pee Dee River then turning north on SR 1150, River Road. The Stanly County Bike Route 2 follows NC 24-27 from SR 1720, Valley Drive, eastward (concurrently with Bike Route 6) before turning south on SR 1739, McNeil Road. The Sandhills Sector Bike Route starts at the NC 24-27 / NC 73 intersection and continues south and east for 125 miles to the Cape Fear River. Local officials in Stanly County indicated that they would prefer the inclusion of bicycle facilities along the entire R-2530B project study area to increase bicycle safety and improve the bicycle network through the Albemarle area Montgomery County officials have indicated that they are supportive of bicycle facilities along the existing bike routes in the R-2527 project study area. Short sections of sidewalk have been constructed in front of several new businesses along existing NC 24-27 in the Albemarle city limits within the R-2530B project limits. No other sidewalk exists within the project area According to local officials, no trails or greenways exist 49 within the R-2530B, B-4974 or R-2527 project study areas or are planned in these areas. They have suggested that existing Bridge No. 51 over the Pee Dee River could be utilized as a pedestrian bridge for any potential future greenway ar trail system. In September 2011, the Stanly County commissioners voted unanimously to move forward with taking over the maintenance and preservation efforts of the historic bridge. A written agreement between NCDOT and Stanly County should occur prior to the selection of the least environmentally damaging practicable alternative (LEDPA) so the NEPA 404 merger team can make a fully informed decision between alternatives. The 46-mile Sandhills Scenic Drive is a NCDOT Scenic Byway. It passes through Montgomery County on NC-24-27 from Albemarle in Stanly County to Carthage in Moore County. Mountain bike trails in the Uwharrie National Forest have been established by the Uwharrie Mountain Bike Association (LJMBA). The Wood Run Mountain Bike Trail System starts at the trailhead parking lot on NC-24-27 and continues north throughout the Forest. The bike trail system can also be accessed from SR 1150, River Road. 6. Recreational Facilities There are no local parks within the proposed R-2527 and R-2530B project study areas. However, Stanly and Montgomery Counties have many recreational options. There are access points for boating, bike and nature trails along the project. The Uwharrie National Forest, Lake Tillery and Badin Lake all provide recreational opporiunities for locals and visitors, such as camping, fishing, hunting, and hiking. Hikers can access the 20-mile Uwharrie National Recreational Trail and the 8-mile Dutchman's Creek Trail from the unpaved, trailhead parking lot adjacent to project R-2527. Public gamelands cross the project corridor at points between the NC 24-27 / SR 1150 (River Road) intersection and the NC 24-27 / NC 109 junction. These United States Forest Service gamelands are within the Uwharrie National Forest habitat. 7. Public Facilities Sweet Home Baptist Church, Anderson Grove Baptist Church and cemetery, Victory Deliverance Church and the Stanly Gardens cemetery are located within the R-2530B project study area. The Eastside Volunteer Fire Department Station #2 is the only emergency services facility within R-2530B's Direct Community Impact Area (DCIA) and is located along NC 24-27 west of SR 1739, McNeil Road. The City of Albemarle Police/Fire Department East Station located along Main Street just west of the DCIA are also in close proximity. West Middle School (grades 6-8) is located at the NC-24-27 / NC-109 junction in the R-2527 project study area. Three fire departments serve the R-2527 project study area. The Lake Tillery Fire Department on NC 73 near the Pee Dee River covers the lake communities. The Troy Fire Department covers an area from SR 1137, Landfill Road eastward. The Wadeville 50 Fire Department districttakes in West Middle and West Montgomery High schools and the communities of Wadeville and Liberty Hill. F. Economic Effects There may be some economic benefit during construction of the projects due to increased local employment and increased revenue for businesses providing services to construction crews. According to local officials, upon completion ofthe projects, commercial development could take place at several key intersections (including Indian Mound Road and Stony Gap Road/Valley Drive) or continue along the Albemarle portion of the project corridor. As commercial development takes place, local governments may experience revenue gains resulting from property value and property tax increases. On the other hand, businesses in the vicinity of the corridor could temporarily experience decreases in revenue resulting from construction trafiic or decreased access caused by construction activities. Additionally, some businesses and/or community facilities will need to be relocated due to the widening of the roadway. The new road will manage access to adjacent properties through right-ins and right-outs. Excluding construction-related delays, the project should not alter business operations, and the upgraded facility should improve the flow of goods. G. Land Use 1. Existing Land Use and Zoning The R-2530B project corridor includes a mix of residential, commercial, and agricultural land uses. Generally speaking, land use plans call for a concentration of development within previously urbanized areas while maintaining the undeveloped nature of existing rural areas. Residential subdivisions, rural residences, vacation homes, manufactured home parks, and farm homes typify residential development throughoutthe DCIA. Since the majority ofthe project corridor is relatively rural, most residential development consists of older, rural residences fronting the road and farm houses with access to the corridor. Low density residential subdivisions, single family homes, and vacation homes exist along Strand Drive and Lake Tillery Road in the eastern portion of the DCIA. These homes are a miature of older one and two story brick and wood frame structures with relatively wooded lots in close proximity to the lake or on lakefront property. Other residential development within the DCIA includes low density or rural houses along arterial streets intersecting the NC 24-27 corridor. Many of these residences are older single story ranch-style structures. Commercial development throughout project R-2530's DCIA is concentrated within the City of Albemarle, primarily along NC 24-27 and NC 740 (including the intersection of these two roads). Commercial development in these areas includes big-box retailers, highway oriented commercial, and strip commercial development. The Eastgate Plaza is a typical strip commercial development located west of the intersection at NC 740 and NC 24-27. Lowes Home 51 Improvement is located south of that intersection and a new Wal-Mart is located just west of the DCIA along NC 740. Numerous other commercial developments including gas stations, restaurants, and other retail stores are located along both corridors within the Albemarle portion of the DCIA. The Brookwood Industrial Park is located along NC 24-27 within project R-2530's DCIA (west of the intersection with Anderson Church Road). This industrial park contains a mia�ture of office and light industry, with vacant lots remaining for development. Additionally, several other businesses exist within the DCIA along the NC 24-27 corridor east of Albemarle, primarily at key intersections and in close proximity to Lake Tillery. The R-2527 project corridor has low-density development, little agriculture, and the occasional single-family lot or small business near major roads and intersections. Current land use along R-2527 is zoned residential with clusters of light industrial and commercial uses. The project is located outside the town limits of Troy. No notable development is occurring along the project, and forest covers most of the land along the project. Montgomery County is 80% forested, more than any other county in the North Carolina Piedmont, and the project crosses through Uwharrie National Forest territory. Most of the homes are modest single-family stick built brick or wood houses. The businesses within project R-252Ts study area, some boat shops and gun stores, appeal to the outdoorsman, while capitalizing on the regional connection to nature. Many other� are real estate agencies. There is an active commercial site at the River Road intersection where a gas station and local restaurant are located. The Uwharrie Environmental Landfill and Recycling Center is located off of SR 1137, Landfill Road. McRae Industries and Troy Ready Mix are located on NC 24-27 between the NC 109 junction and SR 1138, Dairy Road. McRae Industries makes military combat boots and bar code reading and printing devices. Troy Ready Mix is a sand, cement, and concrete company in the construction industry. The Troy IndustriaUBusiness Park is located at SR 1138, Dairy Road. 2. Future Land Use Based upon the fact that TIP Project R-2530B and R-2527 are widening projects on existing location, it was determined that the potential for growth impacts would be within a 2- mile radius of the project alignment. This 2-mile radius, referred to as the Future Land Use Study Area (FLUSA), is the area within which the project has the potential to induce land use change, and will determine the data collection and analysis area, but will not necessarily be the ea�tent of the growth impact that is expected to occur. Most of the growth on the east side of the river is occurring due to the proximity of the river and L,ake Tillery, and would likely occur with or without TIP Project R-2530B. This low rate of population growth would suggest that residential and commercial development within the County will also grow at a slow rate. A lack of development pressure, lack of public utilities throughout much of the FLUSA, and large amount of developable land, likely indicate that there is a greater than 20-year supply of land available for development within the FLUSA of TIP Project R-2530B. 52 Growth Impact Study Areas are specific sites or areas within the Future L,and Use Study Area where land use changes could be probable, as a result of the project. For project R-2527, the Growth Impact Study Areas are at the Montgomery side of the L,ake Tillery shoreline, and where the future Troy Bypass will link up with the project corridor at Dairy and Saunders roads. Privately owned tracts of land within the fragrnented Uwharrie Forest and existent residential lots along the project corridor, are also areas of potential development or land use changes. 3. Project Compatibility with Local Plans NC 24-27 is listed as a minor arterial in the Stanly County Thoraughfare Plan, while the City ofAlbemarle Thoraughfare Plan lists the road as a majar thoroughfare. Both of these plans recommend widening NC 24-27 to a four-lane facility. The plans also include a recommendation to consult the NCDOT Division of Bicycle and Pedestrian Transportation when widening roadway facilities in Stanly County. These plans are consistent with the improvements proposed by NCDOT for project R-2530B. NC 24-27 is listed as an expressway in the DraftMontgomery Caunty Comprehensive Transportation Plan. This plan recommends widening NC 24-27 to a four-lane facility. These plans are consistent with the improvements proposed by NCDOT for project R-2530B. H. Indirect and Cumulative Effects Typically when a road is widened on existing location to a multi-lane, divided roadway, land around the upgraded facility will sometimes become more attractive for development. This is especially true at intersections or interchanges neat to multi-access facilities. Collectively, the upgrades to NG24-27 as part of projects R-2530B, B-4974 and R-2527 could possibly result in some growth along the corridor and in the towns of Troy and Albemarle. However, the R-2527 leg of the NC-24-27 upgrades alone has a low likelihood of influencing intra-regional location decisions throughout the Future Land Use Study Area because it passes through federally regulated lands that have lower private development potential. Existing land planning regulations, including zoning and water supply watershed development regulations are in place, and the construction of these projects should not alter land use patterns considerably. For these reasons, indirect and cumulative effects to existing resources, including downstream water quality within the FLUSA, should be minimal. Further analysis of indirect and cumulative effects does not appear to be warranted. I. Flood Hazard Evaluation The Pee Dee River, at this location, is the boundary between Stanly and Montgomery Counties. Both counties are participants in the National Flood Insurance Regular Program, which 53 is administered by the Federal Emergency Management Agency (FEMA). Based on the most current information available from the NC Floodplain Mapping Program (FMP), five of the eight stream crossings on Project R-2527 and the river crossing on Project B-4974 are in designated flood hazard zones which will require coordination with FEMA. The proposed culvert eatensions and bridge replacement will provide equivalent or greater conveyance than that of the existing culverts and bridge. Figures 6A-6D depict the Flood Insurance Rate Maps (FIRM) in the vicinity of these crossings, the limits of the 100-year floodplain and floodway in the vicinity of projects B-4974 and R-2527. The NCDOT Hydraulics Unit will coordinate with the FMP, the delegated state agency for administering FEMA's National Flood Insurance Program, to determine the status of the project with regard to applicability of NCDOT'S Memorandum of Agreement with FMP, or approval of a Conditional Letter of Map Revision (CLOMR) and subsequent final Letter of Map Revision (LOMR). It is anticipated the proposed projects will not have a significant adverse effect on the existing floodplain or on the associated flood hazards. This project involves construction activities on or adjacentto a FEMA regulated stream. Therefore, the Division 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. J. Highway Traffic Noise In accordance with Title 23 Code of Federal Regulations Part 772, Procedures for Abatement of Highway Traffic Noise and Construction Noise (Title 23 CFR 772) and the July 13, 2011 North Carolina Department of Transportation Trafiic Noise Abatement Policy, each Type I highway project must be analyzed for predicted traffic noise impacts. In general, Type I projects are proposed Federal or Federal-aid highway projects for construction of a highway or interchange on new location, improvements of an existing highway that significantly changes the horizontal or vertical alignment or increases the vehicle capacity, or projects that involve new construction or substantial alteration of transportation facilities such as weigh stations, rest stops, ride-share lots or toll plazas. Trafiic noise impacts are determined through implementing the current Traffic Noise Model (TNM�) approved by the Federal Highway Administration and by following procedures detailed in Title 23 CFR 772 and the NCDOT Traffic Noise Analysis and Abatement Manual. When trafiic noise impacts are predicted, examination and evaluation of alternative noise abatement measures must be considered for reducing or eliminating these impacts. Temporary and localized noise impacts will likely occur as a result of project construction activities. Construction noise control measures will be incorporated into the project plans and specifications. 54 A copy of the unabridged version of the full technical report entitled Revised Traffic Noise Analysis, dated December 5, 2011, can be viewed in the Project Development & Environmental Analysis Unit, Century Center Building A, 1010 Birch Ridge Drive, Raleigh. 1. Traffic Noise Impacts and Noise Contours The maximum number of receptors in each project alternative predicted to become impacted by future traffic noise is shown in the Table 20 below. The table includes those receptors expected to experience traffic noise impacts by either approaching or exceeding the FHWA Noise Abatement Criteria or by a substantial increase in eaterior noise levels as defined in the NCDOT Trafiic Noise Abatement Policy. The maximum ea�tents of the 72- and 67- dB(A) noise level contours measured from the center of the proposed roadway are 94 feet and 160 feet, respectively, for Project R-2530B, and 96 feet and 159 feet, respectively, for Project R-2527. TABLE 20 - PREDICTED TRAFFIC NOISE IMPACTS BY ALTERNATIVE* Alternative Predicted Traffic Noise Impacts Residential Churches/Schools, etc. Total (NAC B) (NAC C & E) R-2530B Symmetrical 29 1 30 Widening Narth Side 16 1 17 Widenin South Side 19 0 19 Widening R-2527 Symmetrical 9 0 9 Widening North Side 11 0 11 Widening South Side � 0 � Widenin *Per TNM�2.5 and in accordance with 23 CFR Part 772 55 2. No-Build Alternative The Trafiic Noise Analysis also considered trafiic noise impacts for the "no-build" alternative. If the proposed project does not occur, 5 receptors on Project R-2527 and 7 receptors on Project R-2530B are predicted to experience Design Year traffic noise impacts and the future trafiic noise levels will increase by approximately 4 dB(A). Based upon research, humans barely detect noise level changes of 2-3 dBA. A 5-dBA change is more readily noticeable. Therefore, most people working and living near the roadway will notice this predicted increase. 3. Traffic Noise Abatement Measures Measures for reducing or eliminating the traffic noise impacts were considered for all impacted receptors in each alternative. The primary noise abatement measures evaluated for highway projects include highway alignment changes, traffic system management measures, establishment of buffer zones, noise barriers and noise insulation (NAC D only). For each of these measures, benefits versus allowable abatement measure quantity (reasonableness), engineering feasibility, effectiveness and practicability and other factors were included in the noise abatement considerations. Substantially changing the highway alignment to minimize noise impacts is not considered to be a viable option for this project due to engineering and/or environmental factors. Trafiic system management measures are not considered viable for noise abatement due to the negative impact they would have on the capacity and level of service of the proposed roadway. Costs to acquire buffer zones for impacted receptors will exceed the NCDOT base quantity value of $37,500 per benefited receptor, causing this abatement measure to be unreasonable. 4. Noise Barriers Noise barriers include two basic types: earthen berms and noise walls. These structures act to diffract, absorb and reflect highway traffic noise. For this project, earthen berms are not found to be a viable abatement measure because the additional right of way, materials and construction costs are estimated to exceed the NCDOT maximum allowable quantity of 7,000 cubic yards of earthen berms per benefited receptor, as defined in the NCDOT Traffic Noise Abatement Policy. This project will maintain uncontrolled or partial access, meaning that most commercial establishments and residences will have direct access connections to the proposed project, and all intersections will adjoin the project at grade. Businesses, churches and other related establishments require accessibility and high visibility. Noise barriers do not allow uncontrolled or partial access, easy accessibility or high visibility, and would therefore not be acceptable abatement measures for this project. The project Trafiic Noise Analysis identified no areas where potential traffic noise abatement measures are feasible and reasonable, as defined in the NCDOT Trafiic Noise Abatement Policy. 56 5. Summarv Based on this preliminary study, traffic noise abatement is not recommended and no noise abatement measures are proposed. This evaluation completes the highway traffic noise requirements of Title 23 CFR Part 772. No additional noise analysis will be performed far this project unless warranted by a significant change in the project scope, vehicle capacity or alignment. In accordance with NCDOT Traffic Noise Abatement Policy, the FederaUState governments are not responsible for providing noise abatement measures for new development for which building permits are issued after the Date of Public Knowledge. The Date of Public Knowledge of the proposed highway project will be the approval date of the Finding of No Significant Impact (FONS�. For development occurring after this date, local governing bodies are responsible to insure that noise compatible designs are utilized along the proposed facility. K. Air Oualitv Air pollution originates from various sources. Emissions from industry and internal combustion engines are the most prevalent sources. The impact resulting from highway construction ranges from intensifying existing air pollution problems to improving the ambient air quality. Changing traffic paYterns are a primary concern when determining the impact of a new highway facility or the improvement of an existing highway facility. The project is located in Montgomery and Stanly Counties, which have been determined to comply with the National Ambient Air Quality Standards. The proposed project is located in an attainment area; therefore, 40 CFR Parts 51 and 93 are not applicable. This project is not anticipated to create any adverse effects on the air quality of this attainment area 1. Mobile Source Air Toxics (MSATs) Recently, concerns for air toxics impacts are more frequent on transportation projects during the NEPA process. Transportation agencies are increasingly expected by the public and other agencies to address MSAT impacts in their environmental documents as the science emerges. Mobile Source Air Toxics (MSATs) analysis is a continuing area of research where, while much work has been done to assess the overall health risk of air toxics, many questions remain unanswered. In particular, the tools and techniques for assessing project-specific health impacts from MSATs are limited. These limitations impede FHWA's ability to evaluate how mobile source health risks should factor into project-level decision-making under the National Environmental Policy Act (NEPA). 57 Nonetheless, air toxics concerns continue to be raised on highway projects during the NEPA process. Even as the science emerges, we are duly expected by the public and other agencies to address MSAT impacts in our environmental documents. The FHWA, EPA, the Health Effects Institute, and others have funded and conducted research studies to try to more clearly define potential risks from MSAT emissions associated with highway projects. The FHWA will continue to monitor the developing research in this emerging field. Also, EPA has not established regulatory concentration targets for the six relevant MSAT pollutants appropriate for use in the project development process. FHWA has several research projects underway to more clearly define potential risks from MSAT emissions associated with transportation projects. While this research is ongoing, FHWA requires each NEPA documentto qualitatively address MSATs and their relationship to the specific highway project through a tiered approach (LJS DOT, Federal Highway Administration memorandum, "Interim Guidance Update on Mobile Source Air Toxic Analysis in NEPA Documents", September 30, 2009). What we know about mobile source air toxics is still evolving. As the science progresses FHWA will continue to revise and update this guidance. To that end we expect that a number of significant improvements in model forecasting and air pollution analysis guidance are forthcoming in the EPA's release of the final MOVES model and the issuance of the PM 2.5 Hot Spot Modeling Guidance. A qualitative analysis of MSATs for this project appears in its entirety in the project Revised Air QualityAnalysis dated December 5, 2011. A copy of this report may be viewed in the Project Development & Environmental Analysis Unit office, Century Center Building B, 1000 Birch Ridge Drive, Raleigh. During construction of the proposed project, all materials resulting from clearing and grubbing, demolition or other operations will be removed from the project, burned or otherwise disposed of by the Contractor. Any burning done will be done in accordance with applicable local laws and ordinances and regulations of the North Carolina SIP for air quality in compliance with 15 NCAC 2D.0520. Care will be taken to insure burning will be done at the greatest distance practical from dwellings and not when atmospheric conditions are such as to create a hazard to the public. Burning will be performed under constant surveillance. Also during construction, measures will be taken to reduce the dust generated by construction when the control of dust is necessary for the protection and comfort of motorists or area residents. This evaluation completes the assessment requirements for air quality of the 1990 Clean Air Act Amendments and the NEPA process, and no additional reports are necessary. 2. Summary Vehicles are a major contributor to decreased air quality because they emit a variety of pollutants into the air. Changing traffic patterns are a primary concern when determining the impact of a new highway facility or the improvement of an existing highway facility. New highways or the widening of existing highways increase localized levels of vehicle emissions, but 58 these increases could be offset due to increases in speeds from reductions in congestion and because vehicle emissions will decrease in areas where traffic shifts to the new roadway. Significant progress has been made in reducing criteria pollutant emissions from motor vehicles and improving air quality, even as vehicle travel has increased rapidly. L. Hazardous Materials Based on afield reconnaissance survey and database review ofthe project area, twenty one (21) possible UST facilities, one (1) junk yard and one (1) tire dump were identified within the proposed project corridor. No Hazardous Waste Sites and no apparent landfills were identified within the project limits. Preliminary site assessments will be conducted for all potentially contaminated sites within the proposed right of way priar to right of way acquisition. Please note that discovery of additional sites not recorded by regulatory agencies and not reasonably discernable during the project reconnaissance may occur. The GeoEnvironmental Section should be notified immediately after discovery of such sites so their potential impact{s) may be assessed. Potentially contaminated properties within the project study areas are presented in Table 21 and Figures 7A and 7B. THIS SECTION WAS INTENTIONALLY LEFT BLANK 59 TABLE 21 - POTENTIALLY HAZARDOUS MATERIALS SITES Site Facility No. Site Name ID No. Location 1 Rite Aid 0-008321 NW quadrant, E Main Street/ NC 740 intersection 2 Walgreen's 0-002057 SE quadrant, E Main Street/ NC 740 intersection 3 Vacant lot None South side of E Main Street, 1100' east of NC 740 4 Shell 0-036518 NW quadrant, Barnard Street / E Main Street intersection 5 Lee & Co. None South side of E Main Street, 275' west of Anderson Rd. 6 Vacant Dwelling 0-026106 North side of E Main Street, 275' east of Staley Street 7 Flagstone Realty None South side of E Main Street, 500' west of Anderson Rd. 8 Sinclair None South side of E Main Street, 350' west of Anderson Rd. 9 Deeck Mechanical None South side of E Main Street, 350' west of Anderson Rd. 10 Midway Salvage 0-008715 SE quadrant, E Main StreeU Anderson Road intersection 11 Custom Accessories None North side of E Main Street, 190' east of Anderson Rd. North side of NC 24-27, 1500' east of Sweet Home 12 Stanly Salvage None Church Rd. 0-209440, North side of NC 24-27, 2300' east of Sweet Home 13 Min O Pon 0-009440 Church Rd. 14 Castaways None North side of NC 24-27, 575' east of McNeil Road SW quadrant, Indian Mound Road Eat. / NC 24-27 15 Tillery Sportsman BP 0-008319 intersection SE quadrant, Indian Mound Road Eat. / NC 24-27 16 Tillery Realty None intersection SW quadrant, Indian Mound Road/ NC 24-27 17 Vacant Garage None intersection 18 Norman Residence None North side of NC 24-27, 550' east of Bridge No. 51 19 Remax Properties 0-020889 East side of NC 73, 640' south of NC 24-27 20 Uwharrie Sportsman 0-021230 SW quadrant, River Road / NC 24-27 intersection 21 Swift Island BP 0-036545 NE quadrant, River Road / NC 24-27 intersection North side of NC 24-27, 1000' west of Liberty Hill 22 Greene's Guns & Ammo None Church Road 23 Undeveloped None West side of NC 109, 1800' south of NC 24-27 VL COMMENTS AND COORDINATION A. Citizens Informational Workshop A Citizens informational workshop for projects R-2530B, B-4974 and R-2527 was held on November 18, 2010 at the Stanly County Commons building in Albemarle to obtain comments and suggestions about the projects from the public. Approximately 80 people attended the meeting. The meeting was advertised through local newspapers, and flyers were sent to property owners and citizens in the project area. See Appendix E for 60 the Citizens Informational Warkshop handout and the meeting announcement flyer. Many of the comments heard at the meeting concerned likely project effects on individual properties. Property owners discussed problems entering trafiic at the NC 24-27 / SR 1720 (Valley Drive) intersection due to sight distance issues. The proposed project will eliminate conflict points at the intersection by utilizing a Superstreet design. The through and left turning traffic from the side street approach is directed to turn right, proceed to the nearby U-turn and then return to its original course, and an additional through lane will be provided on NC 24-27 to more evenly distribute through traffic spacing and movement. Also, concerns were expressed regarding the raised median through the Albemarle city limits and accessibility to businesses in this area if a continuous turn lane was not constructed. The proposed project plans currently show a raised median through the Albemarle city limits area, and the plans currently show full movement intersections at the NC 24-27 / Barnard Street / Anderson Road intersection and the NC 24-27 / Anderson Grove Church Road / Anderson Road intersection. The final decision concerning whether these full movement intersections will be revised will be made after the public hearing. B. Public Hearina A public hearing for the projects will be held following approval of this document. The alternatives still under consideration for the project will be presented to the public for their comments at the hearing. The recommended alternative for the projects will be selected following the hearing. Citizen comments will be taken into consideration in the selection of a recommended alternative, and comments received at the hearing will be reviewed by the NCDOT and will be incorparated into the project, as feasible and practicable. C. NEPA/404 Merper Process This project has followed the NEPA/404 merger process. The merger process is an interagency procedure integrating the regulatory requirements of Section 404 of the Clean Water Act into the National Environmental Policy Act decision making process. Representatives of the Federal Highway Administration, the US Army Corps of Engineers and NCDOT served as co-chairs for the merger team. The following agencies also participated on the NEPA/404 merger team for this project: US Fish and Wildlife Service US Environmental Protection Agency US Forest Service NC Department of Cultural Resources NC Division of Water Quality NC Wildlife Resources Commission 61 The merger team has concurred on the purpose and need, alternatives to be studied in detail and wetlands/streams to be bridged. The merger team will select the least environmentally damaging preferred alternative for the projects following the public hearing. The team will also concur on further avoidance and minimization measures for the project following selection ofthe preferred corridor. See Appendix B forthe NEPA 404 Merger team concurrence forms. D. Other Agency Coordination NCDOT has coordinated with appropriate federal, state and local agencies throughout the project development study. Comments on the projects have been requested from the agencies listed below. Asterisks indicate a response was received. Copies ofthe comments received are included in Appendix A. US Department of the Army - Corps of Engineers US Environmental Protection Agency *US Fish and Wildlife Service US Forest Service Federal Energy Regulatory Commission (FERC) US Geological Survey *NC Department of Administration - State Clearinghouse *NC Department of Cultural Resources-State Historic Preservation Office NC Department of Environment and Natural Resources-DENR *DENR-NC Division of Water Quality *DENR-NC Wildlife Resources Commission *DENR-NC Division of Forest Resources *DENR-NC Natural Heritage Program *DENR-NC Division of Soil and Water Conservation *DENR-NC Division of Environmental Health NC Division of Parks and Recreation *NC Department of Crime Control and Public Safety - Division of Emergency Management NC Department of Public Instruction *Centralina Council of Governments Rocky River Rural Planning Organization Stanley County *City of Albemarle Piedmont Triad Council of Governments Montgomery County Town of Troy 62 E. FERC Coordination Coordination with Progress Energy for potential requirements of the Federal Energy Regulatory Commission (FERC) regarding approvals has been initiated. Preliminary design plans will be forwarded to the appropriate contact. This coordination will continue through the permitting phase of the projects. 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Northcutt PM PM Peak Period 1- Less than 50 VPD D Peak Hour Directional S lit p LOCATION: NC 24-27 Widening x Movement Prohibited _� Indicates Direction ef D from NC 740 to Pee Dee River �—�— Proposed Roadway ( d, t) Duals, TT-STs (%) PROJECT: NC 24-27 Improvements Main St SR-1625 � �$� PM 9 � 55 (2�1) N ;4; 155 °° N � � w 3 0 43 2(15 �8, 119 PM 9 -� 55 tO (6, 4) in�v N � Zsz N �� A i �� i A .. PM 9 -� 55 (5, 5) 22 g m ��3 31 � Anderson Rd 19 � � ;., � 3 �� o McNeil Rd SR-1739 192 PM 9 �55 (6, 4) 153 PM 9 -� 55 (5, 5) Charter St 6 0 v �� 3 m 0 4� 2 �! 19t} Anderson Grove Church Rd SR-1537 13 � � �� 3 � a l� � PM 9 -� 55 (6, 4) Stony Mtn Rd SR-1818 9 ��3 O 6 � 3 r 150 � T ` m v�3 1f} Anderson Rd�' SR-1734 179 Sweet Home Church Rd SR-1731 $ � a�� m r � PM 9 -� 55 (6, 4) 144 PM �� PM 9 -� 55 '� 9 -� 55 (5, 5) (5, 5) rn�v rn � �4 ° Indian Mound Rd SR-1740 `___ ��N . , , po \ ,��. � STANLY �\ MONTGOMER� �� £ '� ' Albemarle p� o; COUNTY %' COUPf �. 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S E S ��:� � ��,��'a�a�.� ,� : k r�y�¢l �' �1, ;��„ ;; TR AM �, , � ., 4 �'� ,; � , FROM NC 74O IN AIBEMARLE IN STANLY COUNTY � �'� 1 � � � � �� '++ �� ` �` �,'�'�� ►}l�� '� „� � ' � h�� ' � � RARE PLANTS � � t� , ' �; �� ;" TO TROY BYPASS IN MONTGOMERY COUNTY f ` �' �' •, ` `�, � ` ` ` �}�i��,.t ,. � STANLY-MONTGOMERY COUNTIES ' �a � . �" ;t< �� ,y ,-�.., ��. ;� � ` ��: � �� '.,_. . 1 . 5.� i �,., � cF „i.� }t q v ° r X t '�Y �1 } 1 TIP PROJECTS R-2530B. B-4974� & R-2527 �;�,1 ��!,, l��Y Y y",: $., �p�, `�r, �'�,: i �. ;,t �� ,``; �, �_ ° �,. ; u � ��' , ��l��.7' . �� ''.��'',:. '��: t :��. . a �� `3., o .��. •iyt: V� ..S ,l" '�-� . jXj. ��.\'. � '� �'��'� �a � .+`.,.�. ,-it - � :� . 2;� � i �,s � ,�� , t .Y � , j �R � � �� s �x ..t i s a d�� ENVIRONMENTAL �i �. �., � .�;��, ;' s; ;, � �.�x ��^ � ��' 7a� ��.. „ . �1,, ,,�� ` - q gy} � �� ASSESSMENT FIGURE 4F , . � "�` lii �� ;i� � � : , �� '� � ' y �r t '�s '+ � �� , �a� � �. 9'� � :\ �� 1 �� j L! }4 , - f i.�. "� ♦. ��fi � M j - ..i }. � r,� `,'!' 4� f�.'�, } � .'.�'.� �4 tK v? 7� � .. ;s , ;;, _r'� .y p % .��;F It';,�' .�?'� � - . i ',. �, . ��5 � � ' l�' i �'4 �t� �� .i ��; }�A i` .��+ ia� .�. £�43".'�>�.��ti� �fi�,.. }�.: � , :. . ... ..�.. . ., ,� . � . � . �� . .:, � . ` P ,t -, .� , ,�4 � :, r ��ra��+. � , v..�� .� _'�i_ e_�3'�� ' �r 4 ' �6� f �`K:�i� Y ?1 %�',Gw�:k� u; ta,+�'�d i�l ; ; : ` � . 3 -._ `.._ .._,_ ' ' � � � _ _ _ __. -_ �� v.. � • � . - - --- FIGURE 7A Locations �f USTs, Landfiills, & Other Pot�ntially Contaminated Sites FIGURE 7B Locations of USTs, Landfills, � C�ther i'otentialiy Contaminated Sites APPENDIX A COMMENTS RECEIVED FROM FEDERAL, STATE AND LOCAL AGENCIES �fSD/� United States Forest National Forests in North Caroliva 160 ZILLICOA ST STE A � Department of Service Supervisor's Office ASHEV[LLE NC 28801-1082 Agriculture 828-257-4200 � Fi1e Code: 2 730 Date: December 22, 2011 Ms. Beverly Robinson Project Development Group Supervisor North Carolina Departrnent of Transportation 1548 Mail Service Center Raleigh, NC 27699-1548 Dear Ms. Robinson: In reference to North Carolina Department of Transportation T.I.P. Project No. R-2527 and at your request, the National Forests in North Carolina examined the question whether the designation of "game lands" on the Uwharrie National Forest qualifies these areas for protection or special consideration under Section 4(tj of the United States Department of Transportation Act of 1966 and as amended (49 U.S.C. 138 and 23 U.S.C. 303). My staff has determined that in this case the "games land" designation does not qualify these areas for consideration under Section 4( fl. Section 4( fl does not apply because these "game lands" are not managed primarily for wildlife and are instead managed as multiple-use public land holdings. We used the Federal Highway Administration (FHWA) Section 4(fl Policy Paper dated March 1, 2005; the Land and Resource Management Plan far the Croatan and Uwharrie National Forests dated June 1986; and the Proposed Land and Resource Management Plan for the Uwharrie National Forest dated June 2011 to make this determination. Please contact our NCDOT Liaison, Karen Compton, at 828-257-4230 if you have any questions conceming this detemunation. Sincerely, ��- '��f MARISUE HILLIARD Forest Supervisor cc: Lisa Feiler, NCDOT Project Manager Debarah Walker, Uwharrie District Ranger Felix Davila, FHWA Caring for the Land and Serving People Printed on Recycletl Paper �� „r.^'-'°°.;�;... �..�z;. f” >,,�'.. �� `, •_ �-_ �K�-_ . County of Stanly 1000 North First Street Suite 10 ALBEMARLE, NORTH CAROLINA 28001 September 14, 2011 Ms. Lisa Feller Project Development Engineer North Carolina Department of Transportation 1501 Mail Service Center Raleigh, NC 27699-1501 Dear Ms. Feller: Over the past several months, the Stanly County Board of Commissioners have received numerous presentations and engaged in several discussions regarding the potential preservation of the Swift Island Ferry Bridge over the Pee Dee River. On September 12, 2011 the Stanly County Commissioners unanimously voted to move forward with the preservation efforts of the Swift Island Ferry Bridge. The County Commissioners reviewed cost estimates for demolition, retrofit, maintenance and insurance. The Commissioners understand legally binding documents must be negotiated and will not be fully executed until 2013. During this interim period, the Commissioners have directed staff to work with the NCDOT to bring forward any new information and/or legal documents for consideration. The Stanly County Commissioners consider the bridge preservation project as a unique opportunity to connect Morrow Mountain State Park and the Uhwarrie National Forest. It is er.�-isior.ed this project w:ll inrre�se recr8atio^al op,�ort�a:�it:es to promote tourism ar.d er.hance the current amenity based economic development efforts. Thank you for your assistance with this project. Sin ely, `/�� Andrew M. Lucas Stanly County Manager Cc: Mrs. Dana Stoogenke, Rocky River RPO File 1tESOLUTION ENDORSING BICYCLF. ACCOMODATIONS ON HWY 24-27 (R-2530) WHEREAS, Hwy Carolina Department facility; and 24-27 is currently planned for improvement by the North of Transportation (NCDOT) as project R-2530 to a four lane WHEREAS, Hwy 24-27 is a part of the North Carolina's Piedmont Spur Bicycle Route Number 6; and WHEREAS, �3icycle accommodations should be included on Hwy 24-27 in the projects design from the Pee Dee River to NC 73; and WHEREAS, Bicycle accommodations should also be included on the new bridge over the Pee Dee River, if the Historic Swift Island Ferry Bridge is not preserved; and WHEREAS, The Montgomery County Board of Commissioners requests a 14 foot outside lane, and four foot paved shoulders, or the provision of a striped bicycle lane for the facility; and WHEREAS, The M o n t g o m e r y County Board of Commissioners hereby advises and requests adjacent jurisdictions to make similar requests to NCDOT or provide connecting bicycle facilities on Town and City streets. NOW, THEREFORE BE IT RESOLVED that the Montgomery County Board of Commissioners hereby endorses the provision of bicycle accommodations along Hwy 24-27 and the new bridge over the Pee Dee River. A motion was properly made and seconded for the adoption of the above resolution, and e' J put to a vote, was adopted, on this, the 20'h day of September, 2011. ATTES'I': Ja e Morris, Chainnan Mi elle Richardson, k to�e Board (seal) . . fff:.•�.�.°-'-�,s. e;�' � � "�e� ,�>� : '•G �; . �; `?� � � Y �� t � -at ��.f- r�. tl':� - ; ,.� lo. `` .:� � �k �``\ :°'.'"%� .'� �,.. :�/� �� i ��,r� � w � �:� .. �✓ i �s�1 STANLY COUIeITY C�01�1�D O1F CON9MISSIC,hdE1�S 1 000 NORTH FIRST STREET, SUITE 1 O ALBEMAF�LE, NORTH CAROLINA 28001 Josh Morton. Chairman Jann Lowder, V/Chairman Tony M. Dennis Lindsey Dunevant Gene Mclntyre RESOLUTION ENDORSING BICYCLE ACCOMODATIONS ON HWY 24-27 (R- 2530) AND THE BRIDGE ACROSS THE PEE DEE RIVER, IF THE HISTORIC SWTFT ISLAND BRIDGE IS NOT PRESERVED WHEREAS, Hwy 24-27 is currently being improved by North Carolina Department of Transportation (NCDOT) as project R-2530 to a four lane facility; and WHEREAS, Hwy 24-27 is apart of the North Carolina's Piedmont Spur Bicycle Route; and WHEREAS, bicycle accommodations should be included on Hwy 24-27 in the projects design from Valley Dxive to the Pee Dee River; and WHEREAS, bicycle accommodations should also be included on the new bridge over the Pee Dee River, if the Historic Swift Island Bridge is not preserved; and WHEREAS, The Stanly County Commissioners would like to recommend at least a 14 ft outside lane and 4 ft paved shoulders, but with hopes of a striped bicycle lane for the facility; and WHEREAS, The Stanly County Commissioners would like to advise adjacent jurisdictions to make similar requests to NCDOT or provide connecting bicycle facilities on City streets; NOW, THEREFORE, be it resolved that the Stanly County Commissioners endorses bicycle accommodations along Hwy 24-27 and the new bridge over the Pee Dee River. A motion was made by ��,.�:S�ip�r ��},I�e,,�iCct��{�' and seconded by _ �' �� `p � c�� for the adoption of the above resolution, and upon being put to a vote, was ly adopted, on this, the 15`" day of August, 2011. Jr., Stanl� �ountv B�fard of Commissioners ]000 Northlst Street, Suite 17 � Albemarle, NC 28001 � 980.581.6589 � www.rockyriverrpo.org "Serving Anson, Stanly and a portion of Union Counties & Municipalities." FA #: BRSTP-0024(33) `lIP#: B-4974 County: Stanly/Montgomery CONCURRENCE FORM FOR ASSESSMENT OF EFFECTS Pr�oject Description: Replace Bridge No.51 on NC 24/27 over the Pee Dee River (part of the larger road projects R-2530B and R-2527) On February 10, 2011, representatives of the � North Carolina Department of Transportation (NCDOT) ❑ ; Federal Highway Administration (FHWA) [�'� North Carolina State Historic Preservation Office (HPO) ❑ Other Reviewed the subject project and agreed on the effects findings listed within the table on the reverse of this signature page. Signed: ► �'"� i �._- Representative; ��-`��.� � t''� �� FHWA, for the Division Administrator, or other Federal Agency Representative, HPO �E�� Date ,� � f'� I C Date Date �� 7 / ��_�� _� '` � � � ` `� / � �,� ,`�_ :a �; � w.._, � t, � �_ ��:: �_.'r �'- r:,_ ;'�!"".�tate Historic Preservation Officer ,'� Date ' � O bq � O � � � � � V � � � v � � � .... m M � N O 0 � � � x w � � � � o � �� ti-`�. � , °� � �° � v^' ... �n � N +-' �..� � '—' "� O �-�, N c� N `3 bA � 6, y-�+ N -�� --� ~ � °� � � � y�.� 3_ [�(J � aJ � +-�'+ [`�'i� � � �°'" N +�-+ � �" 3 ir � c�d � � N O 'Lf +--� F: � O � � O �� 3 !�. z � � � � � N .—+ ,-fl r-; � r° •�, � � � • � -�+ � �-+ '� O z�� z ^ y o �, � � � �. b � ,b ,� � ,b � Z `� o �� y� p �� i: (Yl O � a� � 3 v� � °:�� ° �� o 0 �� a� Z o � o >,.� � � �3 ��3a� .b �' o �' s�. �- ? �� •� a� � a� � � � P� � y � .fl p �, � ..i.� � 4' �+ .-" � � �' O � �d � � � G�Q'J � � �-+ O }-� �� s., „� s.. N f.�' � � � t+" C'+ � N � N �p � � '�O „� � � +�.� m�� m V�� y O � � � � � •� •� O i N � � N � � � ' � Z .-; ��".., .-� v�i N �� r-' N O N y.� Q+ � V' bD � Q" � � � .-, � � � . b � � a �¢ � �3 � °�,' d W a� � � � c � °' � `� 3 � � C N 3 c� cv � c� � a� ^, 3 a� i�+ cn 3 � •ty v� -��r � -� ��. Q � �,' 4� .D � �i 44� ,D C � U � � ++ �.+ _ � W W a� � � a� � � :i `b � � � `� W z � � N � � �� °� w w w � Q. � a I � � � � � �i Q �z �z z � I � � ! � -� � .� .� .� �a aa � a� � O � � � Q. vi � .� is. O � � 0 � a� � � �° � � � .� .� � � 4-� O �_ . ti � �� N � � � � � � w' � � � � Q � �zw � 0 � U �- O �� o � :� O U'�'� z �' � -� � �� . �� -�3� �xo � � J H ❑ :!� . i(�,� . � . , I�� "� : � `��e .. �c�IC■ �:: North Carolina Department of Cultural Resources State Historic Preservation Office Peter B. Sandbeck, Administrator � Michael F. Easley, Govemor Iasbeth C. Evans, Secretary Jeffrey J. Crow, Deputy Secretary April S, 2008 MEMORANDUM TO: Matt Wilkerson Office of Human Environment NCDOT Division of Highways Office of Archives and History Division of Historical Resources David Brook, Direcror FROM: Petet Sandbeck �� P��,�,��.'GK- SUSJECT: Intensive Archaeological Survey and Evaluation (Phase I and Phase In fox Widening of NC 2427 From West of the Pee Dee River Bridge to West of Troy, Montgomery County, ER 02-7546 �-ZSZ-� Thank you for your letter of March 11, 2008, transmitting the above final report. For purposes of compliance with Section 106 of the National Historic Preservation Act, we concur that the following archaeological properties 31MG321, 31MG1629, and 31MG1806 are eligible for listing in the National Register of Historic Places under criterion D: These sites have the potential to ptovide important data relevant to the prehistory of the region. . The report author further states that the £ollowing archaeological properties axe not eligible for listing in the National Register of Historic Places: 31MG280, 31MG372, 31MG382, 31MG482, 31MG1581, 31MG1646, 31MG1656, 31MG1671, 31MG1673, 31MG1790- 31MG1805, 31MG1807-31MG1833. These properties no not retain the level of integrity nor do they possess the potential to yield significant new information pertaining to either the prehistory or hi.story of North Catolina. We concur with these xecommendations. The above comments are made pursua.nt to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for compliance with Section 106 codified at 36 CFR Part 500. Thank you for your cooperation and considerations. If you have any questions concerning the above comment, please conta.ct Renee Gledhill-Earley, environmental review cooxdinator, at 919.807.6579. In all future communication concerning this project, please cite the above referenced tracking number. Location 109 East Jones Street, Raleigh NC 2760] Mailing Address: 4G17 Mail Service Center, Raleigh NC 27699-4G17 Telephone/Fax: (919) 807-6570/807-6599 _ �_., , . ..... �... _� . .-i: . . , .., r..:..�.. . i .. . . . ...iti . �3:;:'.�.��.. .'t��:..�: _�f , �,��.�' �I � � �.�I�II��:�1� st'"..K '>�>tj r'.v "K. } f' ,—'::: Y�r ..` i f 1� ��c,. ' � � ��Y ��'li f �^t �\.� .. � i �" i .� ir ,.�s � ` �-".�,s'^ . �;c.a.rtli (;s�t°c�l:ia��t I:)c�aar��-��cixt c�i C�talt��r�tl �c:;rj��r�:c5 .`5�.;1LC ��14li�ff'll: I�Zf:SC3't":114.f131 �.)�'slt:ti'. '`:..t,i . ..., _.., .., . t `+��,i,' 'tV'lii�t`r;:€>i! � 3 ��)F. }'F.. i� �i� �.i.,. Ci_ i. �i'...,. S �.'+;, '�ii,`,.. I. i.l � �, � ' � �f�':` , � W f �. 1l � i�' ( 9 _ � , � r #t' r �.,;.�>„ > ' f'..� . .. .,. ... _�... ..� ... .�r.., . .i! :............ ..... ��t.i=.�;1,._ ��Pt. I_. 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Je�., i;; _l!.�__�i'i�l f1 .� (�1t} �:..!ii'il.. � ��_�i: _ _.. ii�:_ �t�-��-�1 - :� :1`- 1-''..i � .�..1.,'! _�ai€�!)c�, . ...._. .._... ........... _. ..._ .. .... .. ...... .. . .. .... ..ci��.��.�..,;.:�: I ..�,.. .. _ ..... _..__ . . i .I.n_ . . .��:�:. .,. ,a,lt\ti.i...:l, ._;(lti ., i'�.: . ,_.. 7�•:. , . ., _.. . . � ... .� , � � . ... . . . . ... .. < . .^`l�..1�.A�1. "i . . ,. -�_ 3t .� .. ._ .. ...... . . .... . � .. . ... ,- - ., . ... 1;5'l.F.,!'I_i?.:11;, .. , t��_.....,. b:._ �,. . ..... .... . . . . .. � ... . .. .. ... � FeElerc�l ��id # TIP# R-2527 County: Mont�omerv/Stanlv CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR THE NATIONAL REGISTER OF HISTORIC PLACES Project Description: Widen NC 24/27 from NC 74Q in Albemarle, Stanly Cowiiy to the Troy Bypass, west of Troy, Montgomery County On 30 August 2006 representatives of the � North Carolina Department of Transportation (NCDOT) ❑ Federal Highway Administration (FHWA) � North Carolina State Historic Preservation Office (HPO) ❑ Other Reviewed the subject project at ❑ Scoping meeting � Historic architectural resources photograph review session/consultation ❑ Other All parties present agreed ❑ ❑ � ❑ ❑ ❑ Signed: There are no properties over fifty years old within the project's area of potential effects. There are no properties less than fifty years old which are considered to meet Criteria Consideration G within the project's area of potential effects. There are properties over fifty years old within the project's Area of Potential Effects (APE), but based on the historical information available and the photographs of each property, the properties identified as �� 2'� -HO are considered not eligible for the National Register and no further evaluation of them is necessary. T}� �°e are no National Register-listed or Study Listed properties within the proje�''s area of potential effects. All properties greater than 50 years of age located in the APE have been considered at this consultation, and based upon the above concurrence, all compliance for historic architecture with Section 106 of the National Historic Preservation Act and GS 121-12(a) has been completed for this project. Tliere are no historic properties affected by this project. (Attach anv notes or docc�ments as needec� ve, FHWA, for the Division Administrator, or other Federal Agency Representative, HPO � 1 l Q �� I�tF �l �' State Historic Preservation Officer � Date Date �30 Date �%�� fF1 survey report is preparect, a final copy of this ti�nn and thc attached list will be included. �j� SWI�T i51-�°►�(� 1`-�-�'�( ►3��olrE �S INDIVl�iV�L-�.� ��tvi��G f4N� Ig nfc�'� �'pt�.�r (� � Tr1� �`� �� yg,n� �..Ec.<t�-� Di�T'R-� �i �_ '' i � � � ,�'�'� s �-� � �'�'' ,��''`� �: � � � � �� 4� < �� .�� T"�,�:�:rtlx (��i.�cali�z�: :�t�Jaar��i�tx� c�t ��.�Ict'�a�al I�c;�c��.c:y `�t:�te: ii�;;r:��y�ic. T're,�r+,'�tt�r�rt (�1fic;� P::�<,rlt trEE�ia;.c:k, yr{:a�ai�irit3�3s� i� �ar ��.ae� i-� 7 � :}. �.s�a ut:i'r.Si �� _ � s9�>�:t�� i„�I �,al,,,:+t'tCK'tsvrt• . i�tfc "l s.: ,�<�lUtaIy;+Uric=,',itz. i�l,lL`t�"i :�i�, �I jt"1"� 'f't'): �1;��.� t'� �l,,c�i;;�E}�r (1�_J:�.4,�YA " �:�f�fl,i� C�sf. ��i�.,�Z:Y.`i�,l2 1'alii's.��(, Sdb1��`:I.i: .. 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Anal. 1548 Mail Service Center Raleigh NC 27699-1548 Dear Mr. Thorpe: Britt Cobb, Secretary Subject: Scoping - Proposal to widen NC 24-27 from NC 740 in Albemarle in Stanly County to the Troy Bypass, west of Troy, in Montgomery County. TIP Nos. R-2530B, B-4974, R-2527 The N. C. State Clearinghouse has received the above project for intergovernmental review. This project has been assigned State Application Number 07-E-4220-0255 . Please use this number with all inquiries or correspondence with this office. Review of this project should be completed on or before 03/Ol/2007 . Should you have any questions, please call (919)807-2425. cc: Lisa Feller, Project Engineer Sincerely, �� Ms. Chrys Baggett Environmental Policy Act Coordinator Mnili�tg Address: Telep/roi:e: (919)807-2425 Locntion Arldress: 1301 Mail Service Cen[er �ax (919)733-9571 116 West .lones Street Raleigh, NC 27699-1301 State Courier #51-01-00 Raleigh, North Carolina e-m�il: Chrys.Baggettuncmail.net An Equal Oppa�hmiry/Affrrntalrve Aciron Enrploye�• United States Department of the Interior FISH AND WILDLIFE SERVICE Raleigh Field Office Post Office Box 33726 Raleigh, North Cai•olina 27636-3726 January 24, 2007 Gregory J. Thorpe, Ph.D. North Carolina Department of Transportation Project Development and Environmental An�lysis 1548 Mail Service Center Raieigh, ivorin Carolina 2iu9y-IS�+o Dear Dr. Thorpe: „�� C' ' `� �, �', z:, � `� � .,�� ; �� '�✓ � ; i; fy. �� ,�� >a ,c•:.%'•,,, � � �� lj��c:i.�.�J �,'��, '1 ��,•7� �ta '�/ r'�'';� .`�, .�; � � �!' r•{c� � `�Z�';�'�- r� �...: . ,. . ,.�; t,.�� This letter is in response to your request for comments from the U.S. Fish and Wildlife Service (Service) on the potential environmental effects of the proposed widening of NC 24-27 from NC 740 in Albemarle in Stanly County to the Troy Bypass, west of Troy in Montgomery County, North Carolina (TIP Nos. R-2527, B-4974 and R-2530B). Since R-2530B in Stanly County falls within the Asheville Field Office work area, R-2530B will be addressed under separate cover from the Asheville Office. The following comments Will be limited to B-4974 and R-2527. These comments provide information in accordance with provisions of the Fish and Wildlife Coordination Act (16 U.S.C. 661-667d) and section 7 of �he Endangered Species Act (ESA) of 1973, as amended (16 U.S.C. 1531-1543). Mr. Uary Jordan of my staff attended the Febniary 23, 2006 Merger Team meeting for R-2527 and provided comments. In addition, Mr. Jordan has r�et with North Carolina Department of Transportation (NCDOT) Natural Environrrxent iJnit �taff to discuss potential effects to federally listed species for R-2527. In summary, we are r�ost concerned with the great potential for the federally endangered Schweinitz's sunflower (Helianthus schweinitzii) to occur within the project study area for both R-2527 and B-49 � 4. We understand that R-2527 is currently planned .� y.,+ F. „ 7 .7 ..,-;�;ar:, iT��z;P��; t1�ArF rna�; ct;>> HP a fP�Pr?1_ nexL,s or. TT.C_ F�rPSt �ervice u5 a s u�G�-.�t1:iuGu y: i.,�.. : .• - , lands or a federal nexus with the Section 404 permit, thus potentially requiring section 7 consultation for this species. Originally we expressed some concern with the potential for the bald eagle (Haliaeetus leucocephalus) to occur within the project areas. While �Ne still have some minimal concern for this species, we anticipate the bald eagle to be delisted sometime in February 2007. If the species is delisted, no section 7 consultatia�� will be required. However, the bald eagle will still be protected under the Bald and Golden Eagle Protection Act and the Migratory Bird Treaty Act. The Georgia aster (Symphyotrichum georgianum;, a federal candidate for listing, also has the potential to occur within the project study areas. Since a significant portion of R-252 % falls witlzin the bo:undaries of the Uwharrie National Forest, the Service is concerned about pote��iai effects to these protected lands. Many farest species would likely be affected through the direct loss of forest habitat and through increased forest fragmentation. The effects of forest habitat fragmentation usually extend well beyond the project footprint and can lead to local extirpation� of forest interior species and wildlife species which require large home ranges or that travel extensive distances for all or part of their life. Roads often act as physical barriers to wildlife movement and/or cause significant wildlife mortality in the form of road killed animals. Widening� and increasing the posted speed further increase the incidence of road killed ani�nals;� which translates to increased danger to the traveling public. Forest fragmentation can lead to increased predation of some species and increased brown-headed cowbird (Molothrus ater) parasitism of the nests of neotropical migrant birds. Habitat fragmentation also often facilitates invasive and/or nonnative species colonization of fragmented lands. In addition to the concerns listed above, the Service recommends the following general conservation measures to avoid or minimize environmental impacts to fish and wildlife resources: Wetland and forest impacts should be avoided and minimized to the maximal extent practical. Areas exhibiting high biodiversity or ecological value important to the watershed or region should be avoided. Proposed highway projects should be aligned along or adjacent to existing roadways, utility corridors or other previously disturbed areas in order to minimize habitat loss and fragmentation. Highway shoulder and median widths should be reduced through wetland areas; 2. Crossings of streams and associated wetland systems should use existing crossings and/or occur on a bridge structure wherever feasible. Bridges should be long enough to allow for sufficient wildlife passage along stream corridors. Where bridging is not feasible, culvert structures that maintain natural water flow and hydraulic regimes without scouring or impeding fish and wildlife passage should be employed; 3. Bridges and approaches should be designed to avoid any fill that will result in damming or constriction of the channel or flood plain. To the extent possible, piers and bents should be placed outside the bank-full width of the stream. If spanning the flood plain is not feasible, culverts should be installed in the flood plain portion of the approach to restore some of the hydrological functions of the flood plain and reduce high velocities of flood «�aters E�vithin the affec±ed area; 4. Bridge designs should include provisions for roadbed and deck drainage to flow through a vegetated buffer prior to reaching the affected stream. This buffer should be large enough to alleviate any potential effects from run-off of storm water and pollutants; 5. Off-site detours should be used rather than construction of temporary, on-site bridges. For projects requiring an on-site detour in wetlands or open water, such detours should be aligned along the side of the existing structure which has the least and/or least quality of fish and wildlife habitat. At the completion of construction, the detour area should be entirely removed and the impacted areas be planted with appropriate vegetation, including trees if necessary; 6. If unavoidable wetland or stream impacts are proposed, a plan for compensatory mitigation to offset unavoidable impacts should be provided early in the planning process. Opportunities to protect mitigation areas in perpetuity via conservation easements, land trusts or by other means should be explored at the outset; 7. Wherever appropriate, construction in sensitive areas should occur outside fish spawning and migratory bird nesting seasons. In waterways that may serve as travel corridors for fish, in-water work should be avoided during moratorium periods associated with migration, spawning and sensitive pre-adult life stages. The general moratorium period for anadromous fish is February 15 - June 30; 8. Best Management Practices (BMP) for Construction and Maintenance Activities should be implemented; and Section 7(a)(2) of the Endangered Species Act requires that all federal action agencies (or their designated non-federal representatives), in consultation with the Service, insure that any action federally authorized, funded, or carried out by such agencies is not likely to jeopardize the continued existence of any federally-listed threatened or endangered species. A biological assessment/evaluation may be prepared to fulfill the section 7(a)(2) requirement and will expedite the consultation process. To assist you, a county-by-county list of federally protected species known to occur in North Carolina and information on their life histories and habitats can be found on our web page at http://nc-es.fws.�ov/es/countyfr.html . If suitable habitat occurs within the project vicinities for any listed species, surveys should be conducted to determine presence or absence of the species. If you determine that the proposed actions may affect (i.e., likely to adversely affect or not likely to adversely affect) a listed species, you should notify this office with your determination, the results of your surveys, survey methodologies, and an analysis of the effects of the action on listed species, including consideration of direct, indirect, and cumulative effects, before conducting any activities that might affect the species. If you determine that the proposed actions will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on listed species, then you are not required to contact our office for concurrence. We reserve the right to review any federal permits that may be required for these projects, at the public notice stage. Therefore, it is important that resource agency coordination occur early in the planning process in order to resolve any confli�ts t?�a± �r.ay arise ar.r� minimize delays in project implementation. In addition to the above guidance, we recommend that the environmental documentation for these projects include the following in sufficient detail to facilitate a thorough review of the actions: 1. A clearly defined and detailed purpose and need for the proposed projects, supported by tabular data, if available, and including a discussion of the project's independent utility; 2. A description of the proposed action with an analysis of all alternatives being considered; 3. A description of the fish and wildlife resources, and their habitats, within the project impact areas that may be directly or indirectly affected; 4. The extent and acreage of waters of the U.S., including wetlands, that are to be impacted by filling, dredging, clearing, ditching, or draining. Acres of wetland impact should be differentiated by habitat type based on the wetland classification scheme of the National Wetlands Inventory (NWI). Wetland boundaries should be determined by using the 1987 Corps of En�ineers Wetlands Delineation Manual and verified by the U.S. Army Corps of Engineers; 5. The anticipated environmental impacts, both temporary and permanent, that would be likely to occur as a direct result of the proposed projects. The assessment should also include the extent to which the proposed projects would result in indirect and cumulative effects to natural resources; 6. Design features and construction techniques which would be employed to avoid or minimize impacts to fish and wildlife resources, both direct and indirect, and including fragmentation and direct loss of habitat; 7. Design features, construction techniques, or any other mitigation measures which would be employed at wetland crossings and stream channel relocations to avoid or minimize impacts to waters of the US; and, 8. If unavoidable wetland or stream impacts are proposed, project planning should include a compensatory mitigation plan for offsetting the unavoidable impacts. The Service appreciates the opportunity to comment on these projects. Please continue to advise us during the progression of the planning process, including your official determination of the impacts of these projects. If you have any questions regarding our response, please contact Mr. Gary Jordan at (919) 856-4520, ext. 32. Sincerely, r ✓/$ A;� 1�•�',�,'yY\ (I�`�. .(��. Pete Benjamin U Field Supervisor cc: Richard Spencer, USACE, Wilmington, NC Polly Lespinasse, NCDWQ, Mooresville, NC Travis Wilson, NCWRC, Creedmoor, NC Chris Militscher, USEPA, Raleigh, NC John Sullivan, FHWA, Raleigh, NC d �,�. STA7t' �l � o-� � h . � � `r � �� :� A�N;�: �� North Carolina Department of Administration Michael F. Easley, Governor March 16, 2007 Mr. Gregoiy Thorpe NC Department of Transportation Project Development and Environ. Anal. 1548 Mail Service Ceizter Raleigh, NC 27699-1548 Dear Mr•. Thorpe: S � i� .A� ; tj �� .� ; , :,: � ,�� e_ �, �Y� 4� �� ` ,P, C? � � �,�, ..� '�. . ,y �/ ` /'� � � l %.�M� .i1� .�..� / iJ' �� . �,,, Britt Cobb, Secretaiy �`�` �1°' � � � � Re: SCH File # 07-E-4220-0255; Scoping; Proposal to widen NC 24-27 from NC 740 in Albemarle in Stanly County to the Troy Bypass, west of Troy, in Montgomely County. TIP Nos. R-2530B, B-4974, R-2527 The above referenced environmental impact information has been submitted to the State Clearingholise under the provisions of the National Environmental Policy Act. According to G.S. 113A-10, when a state agency is required to prepare an enviromnental document under the provisions of federal law, the environmental document meets the provisions of the State Environmental Policy Act. Attached to this letter for yolu consideration are additional comments made by agencies in the course of this review. If any fiu•tlier enviroi�mental review docuinents are pi•epared for this project, they should be forwarded to this office for intergovernmental review. Should you have any questions, please do not hesitate to call. Sincerely, � ��7"1-'L ,'��—�CIC,��l2 �D�/ c�) ✓ � � Cl Ms. Chrys Baggett Enviroiunei�tal Policy Act Coordinator Attaclullents cc: Region F Region G iY1aili�egAdrl�•ess: Telep/rone: (919)807-2425 LocntionArldress: 1301 Mail Service Center Fax (919)733-9571 I 16 West .lones Street Raleigh, NC 27699-Li01 State Courier #51-01-00 Raleigh, North Carolina e-nrail Ch��s.[3nggetl cr;ncmnrl.net An Equn! Op��o�7unfly?Affirnralii�e �Iclian E�nployer NORTH CAROLINA STATE CZEARINGHOUSE DEPARTMENT OF ADMINISTRATION INTERG�VERI�MENTAL REVIEW STATE NUMBER: 07-E-4220-0255 DATE RECEIVED: O1/29/2007 AGENCY RESPONSE: 02/26/2007 REVIEW CLOSED: 03/O1/2007 MR PHIL LETSINGER CLEARINGHOUSE COORD CC&PS - DEM, NFIP MSC # 4716 RALEIGH NC REVIEW DISTRIBUTION CC&PS - DEM, NFIP CENTRALINA COG DENR LEGISLATIVE AFFAIRS DEPT OF AGRICULTURE DEPT OF CUL RESOURCES DEPT OF TRANSPORTATION PIEDMONT TRIAD COG PROJECT INFORMATION _ ., �,. _ APPLICANT: NC Department of Transportation TYPE: National Environmental Policy Act ERD: Scoping DESC: Proposal to widen NC 24-27 from NC 740 in Albemarle in Stanly County to the Troy Bypass, west of Troy, in Montgomery County. TIP Nos. R-2530B, B-9974, R-2527 The attached project has been submitted to the N. C. State Clearinghouse for intergovernmental review. Please review and submit your response by the above indicated date to 1301 Mail Service Center, Raleigh NC 27699-1301. If additional review time is needed, please contact this office at (919)807-2425. AS A RESULT OF THIS REVIEW THE FOLLOWING IS SUBMITTED: ❑ NO COMMENT � COMMENTS ATTACHED SIGNED BY: ` � DATE : 3 12 �� F02 ��`'��{�/2T£�` �* r �r,��o >, �_'iA �/� �/`� �P Y "� `��t�(l' 4 � I y7 11� .�',��_�` Q• ,Y�.� � ��=C��'� �S.�y Q�(4n�,NCfs �' ��Bx.T'�'s!''S �� North Carolina Department of Crime Control and Public Safety Division of Emergency Managen�e�lt Office of Geospatial & Technology M�nagemcnt Michael F. Easley Governor March 12, 2007 Division of Emergency Management National Flood Insurance Program STATE NUMBER: 07-E-4220-0255 APPLICANT: North Carolina Department of Transpc. __._._.. I3iyail E. Beat�ty Secretary DESC: Proposal to widen NC 24-27 from NC 740 in Albemarle in Stanly County to the Troy Bypass in Montgomery County The Environmental Assessment for the proposed project should address floodplain management requirements (floodplain development permits and no-impact studies and/or CLOMRs and LOMRs) where the proposed road improvements encroach on floodplains shown on effective Flood Insurance Rate Maps. A new preliminary FIRM has been issued for Montgomery County that provide Base Flood Elevations and either regulatory floodways or non-encroachment areas on streams and rivers previously identified as Approximate A Zone floodplain areas. A preliminary FIRM for Staniy County will be release during Summer 2007 with similar information. This information is considered Best Available Data that counties and municipalities are required to enforce during the interim period before the new FIRMs become effective. The Environmental Assessment should take this information into account where available. Ple let e now if u ve any questions about this. , dwa . Curtis, P.E., CFM Division of Emergency Management — NFIP 919-715-8000 extension 369 ecurtis@ncem.org MAILING ADDRESS: 4713 Mail Service Center Raleigh, NC 27699-4713 Fax: (919) 715-5408 OFFICE LOCATION: Disaster Recovery Operations Center ? 1830-B Tillery Place = Raleigh, NC 27604 � � � Telephone: (919)715-8000 �� i www.ncem.org An Equal Opportunity/Affirmative Action Employer ��:: ' � .-.�r, � ��. r.�f r i � . �� NCDENR North Carolina Department of Environment and Natural Resources Michael F. Easley, Governor January 25, 2007 Dr. Gregory J. Thorpe, Director Project Development and Arlalysis Branch N.C. Department of Transportation 15�}8 MSC Raleigh, NC 27699-1548 William G. Ross Jr., Secretary Subject: Revised start of study for the pi•oposed widening of NC 24-27 froin NC 740 in Albemarle in Stanly County to the Troy Bypass, west of Troy in Montgomery County; WBS No. 34446.1.6, TIP no. R- 2530B; WBS No. 39922.1.1, TIP No. B-4974; and WBS No. 35572.1.1, TIP No. R-2527 Dear Dr. Thorpe: The Nattu�al Heritage Program database contains records for several rare species of plants and animals, and two Sibnificant Natural Heritage Areas fron� the vicinity of the proposed project. River Haven Ridge, a Nattu�al Heritage Area of Stat� Significance occut•s on the south side of NC 24-27 approximately 0.4 miles west of Lal<e Tillery. This site supports an example of the very rare Basic Rocicy Variailt of Xeric Hardpan Forest, a unique plant community. Roberdo Bog and Longleaf Pine Forest, a Nahual Hei•itage Area of National Significance occurs along both sides of NC 24/27, about 1.1 mile west fi�om its jLinction with NC 109. The site includes one of the best exainples of an Upland Pool community and includes the inost extensive restorable eYainple of Piedmont Longleaf Pine Forest remaining, with important occuri°ences of Schweinitz's sunflower and smooth sunflower growing in natural habitat. Plants: Piedmont Indigo-Bush (Amo��ha sch�-veriniz) - NC: Significantly Rare (historically known fi•om project area but not seen in recent years) Sulooth Sunflower (Helianthirs lae>>igatz.�s) - NC: Significantly Rare (known from 3 locations within the project area) Schweinitz's Sunflower (Helianthzrs scl��-veinitzii) - US: Endangered, NC: Endangered Georgia Aster (Sy��phyotr�ichzim geor-gicn�un�) - US: Feaeral Species of Concern, NC: Threatened (lcnown from two locations within project ai�ea) NORTH CAROLINA Natural �' 1601 Mail Service Center, Raleigh, North Carolina 27699-1601 Heritage Phone: 919-715-87001 FAX: 919-715-30851 Internet ww��.ncnhp.o��g Program An Equal Opportunity I Aftirmative Action Employer - 50 °/o Recycled 110 % Post Consunier Paper SCIENCE GUIDING CONSERVATION Animals: Mole Salamander (Ambysto�na talpodclezu7�) - NC: Special Concern Fotu•-toed Salamander (Hemiducrylizrm scz�tatz�m) - NC: Special Coi�cern Loggerhead Shrilce (Lanius ludovicianus) - NC: Spec�al Concern (1<nown fi•om undisclosed locations within Stanly and Montgomeiy Counties) Given the potential presence of the rare plants and animals within the project area, we strongly recommend that a thoi•ough survey be conducted along the entire project study corridor. If populations are found, the US Fish and Wildlife Service, NC Plant Conservation Program, and NC Wildlife Resources Commission must be consulted with regai°d to avoidance, miilimization, or other forms of mitigation of potential impacts. If 1•are species or Significant Natural Heritage areas are found within the project ai•ea, we request that a project alignment be selected that n�inimizes the impacts to this species, and that reports of these occurrences be submitted to the NC Natural Heritage Progran� The use of Nattu�al Heritage Progran� data should not be substituted for actual field surveys, particularly if the project area contains sLiitable habitat for rare species, significant natural communities, or priority natural areas. Please do not hesitate to contact me at 919-715-8700 if you have questions or need further information. Sincerely, ,�� ` Misty A. Franklin, Botanist NC Natural Heritage Program NORTH CAROLINA Natural �' Heritage Program SCIENCE GUIDING CONSERVATION � �v. STATp cr �, M..m.� ,�,�. � � � �,�„�, ,� w.� ;�� RECEIVED Division of Hiqhways APR 2 7 100� Preconsfruction North Carolina De artment of Cultural Resources PfO� �� a� p Environmental Matysis Branch State Historic Preservation Office Petec A. Snndbeck, Adminisreator Dlicl�ael P. �asley, Governor Lisbctli C. Evans, Secret�ry Jeffre}' J. Crow, Deputy Secretar}' Apri120, 2007 MEMORANDUM TO: Gregoiy Thorpe, Ph.D., Duector Project Development and Environmental Analysis Branch NCDOT Division of High�vays FROM: Peter Sandbeck �� P.Q,-� SCt,�UC(�._ Office of Aicliives and Hisror}� Division of Historical Resoucces David Brook, D'uecror SUBJECT: Revised Start of Study for the Proposed Widening of NC 24-27 from NC 740 in Albemarle, Stanly County to the Troy Bypass, West of Troy, Montgomery County, Project Tip Nos. R- 2530B (ER04-0086), B-4974 (CH07-0295), and R-2527 (ER02-7546) Thank you for your letter of Januaiy 8, 2007, concerning the above project. Based on the topographic and hydrological situation that exists within the proposed project area, �ve have determined that there is a very high probability that archaeological sites exist in the project area. We therefore recommend that if any earth moving activities are scheduled to take place, that a comprehensive archaeological survey be conducted by an experienced archaeologist to identify and evaluate the significance of any archaeological remains that may be damaged or destroyed by the proposed project. Please note that our office no�v requests consultation �vith the Office of State Archaeology to discuss appropriate field methodology prior to the archaeological field investigation. If an archaeological field investigation is conducted, two copies of the resulting archaeological suive�� report, as well as one copy of the appropriate site forms, should be foitivarded to us for review and comment as soon as they are available and �vell in advance of any earth moving activities. We have recently concurred on the National Register Eligibility for the following historic properties located within the Area of Potential Effects for this project with the understanding that Alternative A through Troy has been eliininated: (MG 74) Wooley-Saunders House, �vest side of SR 1005 at junction �vith SR 1519, 0.2 mile unpaved lane, Troy vicinity. (MG 72) Neal Clark House, east side of SR 1005, 0.2 mile north of junction �vith SR 1919, Troy vicinity. Location Mailing Address Telepl�one/Fax ADMINISTRATION 507 N. Bloun[ S[ceet, Ralcigh NC 46171Iail Seivice Cen[er, ]talcigh NC 27699-4617 (919)733-47C3/733-8653 RESTORATION 515 N. I�lount Sn'cet, Ralcigh NC 4617 \Iail tic�vice Ccntcr, Ralcigh NC 27699-4617 (919)733-G547/715-4801 SURVEY & PLANNING 515 N. Blount Sn�cc[, Ralcig6, NC 4617 ALail Sciti�icc Ccn[cc, Ralcigh NC 27699-4617 (919)733-6545/715-4301 (ST 688) James B. Garrison Bridge (Swift Island Ferry Bridge), (Bridge No. 830051), NC 24-27-73 over the Pee Dee River. Should the Study Area for the project change from the earlier submissions for R-2530B, B-4974, and R-2527, we will request an additional suivey. We look forward to receiving the Environmental Assessment (EA) for this project. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763 eYt. 246. In all future communication concerning this project, please cite the above referenced tracliing nurnber. cc: State Clearinghouse Mary Pope Furr Matt Wilkerson d oa S�AT� _P�. °"„a� �Y-. n �� D � �t �� n^ �� .��, North Carolina Department of Administration Michael F. Easley, Governor Bi•itt Cobb, Secretary March 2, 2007 i�'^� �` Mr. Gregory Thorpe NC Department of Transportation Project Development and Environ. Anal. 1548 Mail Service Center Raleigh, NC 27699-1548 Dear Mr. Thorpe: �., �l�R � ?^�7 •� `:'c� ��►v�o�a �� io� �,�;� H� gF9VJ:�YS ,�,�?'�� ,.:.,�, #'T; c,� �•. • �-.�dp``'�`��' `a , , .,r'';�` "' , ,.! . Re: SCH File # 07-E-4220-0255; Scoping; Proposal to widen NC 24-27 fi�oin NC 740 in Albemarle in Stanly Coui�ty to the Troy Bypass, west of Ti�oy, in Montgomeiy CoLinty. TIP Nos. R-2530B, B-4974, R-2527 The above referenced environmental impact information has been submitted to the State Clearinghouse under the provisions of the National Enviromnental Policy Act Accordiilg to G.S. 113A-10, when a state agency is required to prepare an environmental document under the provisions of federal law, the environmental document meets the provisions of the State Environmental Policy Act. Attached to this letter foi� yolu• consideration are the coinments made by agencies in the course of this review. If any fiirther environmental review documents are prepared for this project, they should be forwarded to this office for intergovernmental review. Should you have any questions, please do not hesitate to call. Attachments cc: Region F Region G M[uli��g Address: 1301 M�il Service Center Raleigh, NC 27G9)-1301 Sincerely, �' r�/"�� G�� -� �� Ms. Ch-rys Baggett Environmental Policy Act Coordinator• Tele�lrone: (9!9)807-2435 1=�x (919)733-9�71 State Courier #� I-01-00 e-mnil Cli��s.6nggell u.nco�ai/.i�et An Equnl Oppor�ttmily/Affirntutrve Aclial Gnrplo��e�� Location Address: I 16 West.lones Street Ralei�h, North Carolina �� , ri � � - �.� � �, -� .� �. � � r�> s� � � � ;� ��l € � � � � r i`�C��"��. ��.��;�€i,�� :�..;1 �i�� ,�i ;Ne�,'��i��?�;�� _ �C`I a x��.�C�'� , ��1�� ra � � E �, fti. 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P,1 �' �ast�t �,t ic.r?xc;�� ._w, iuit�« ±t'I ��:.�'"�.. <'?.� :r !r..ttr,�v '4.,�1 rc,s iiiti . �: �� ( ;'^ t-;;. t i.G:��: t�t l y';.riry` r Ja t:i:� �- �S,E,;.�. J, , r�:r,:c F�, .,"E ,_� ,.;s5� �r@a��-< 3 .,. .-� � � :..��,,,�� i.��t [ i�t � �J :_k'y�t�.:,:,i P��e 2 Ge��ral f�rc��t C��►��hts: �. Th� �nv�ri�iirrt�n�af d�cument 51i�ufd pr�vid� a�ietaileci a�� i�err�iz�� pr�s�nt�ti�n rf t�te pr�p�s�� rr�pacts �t� �v�t��r�� a��i �tr��rns tir�it� c�rr�sp�nc�i�� r�°�a��€nr�. ff rrritig��an �s n�cessar,� as r�q�ir�d t�y 1�F� �l�� 2�.C15��(�i�, it is p�e�er��ie t�i pr��s�nt a cr�n��tu�l ��f r�c�t finaiized) r�nit�g�ti�rr pl�n with t�� er�v`irt��tt�tent�� tzc��;�:�rtt�r�t�tibn. �p�rc�pri�t� rriitig�ti+�t1 �I�rrs 4•r�l€ bc� r�+�uir�� priqr tc� iss�.�ance of � 4C�1 1ri�ater t:��aa1i�� rlifi�-�ticn. �, �n�rir��trr�en�� c��rr��t ��t��'r��ti��r�� ulci ��sir��r d�sir�n cri��ri� t�a# r��;c� th� i�i�aaets tc� �tre�n7� �nd rr�etla�a�fs frc�� sto�rn w�t�r runo�f. Theue ali�rr�a��ve� sh�ul� incl�rc�€� r��€� r��signs t��t a;l�ivu fc�� tr��trr�r�t �� t�� s��rrr� �r,��t�r run�f� th�°oug� b�st €�ian��r��r�t practi��s a� d�t��le�l in tt�� r��si r�c�nt +r�r�it�� .�f �!� �V�Q St��t��i�•r�i�r ��,�•� I�iiara�,�rn��t7t Pr�ctrc€��. s��t� �s t�€`�s��cf s+�ia��v, buffer �r�as. �ref�rrr��r# �cc�ur i,r�f��, r�t�n�icsn ��si�rc, �tr. A. �aft�r th� s�l��t:�� f th� �r�f�� l;�rr�at�°v� �n� �ric�r t� �n is��r�� a� th� �Qa'1�1��r �uality ��;i�ir,�tic�n, tt�� h�CQ�7T is r¢s��f«"sly rPrnir�d�d #'h�t the� +r,?�il� need t�s d�r��r�str�te th� avoid�ne� a��i rn�rt�rrr�i��ti�r� t�f irrrp��- #� �detl�nds �,�nd stre�ri�s) tc� ti�e �n�x�r�urr �xt�€�t pra�ti��€. fr� acccr�an�� t� tli� �r��ircnr��rt�l t+��r�ac��r��ec�t C��r,�t�is�ic�r�'s ��I�s {��,� PiC�C �H.Q�t��{�)}, rnitig�t�€�n uwi11 ��; r�quir�d frr imp�� f q��t�r �h��, `��r� ��a w�tl�nds, In th� �v�rrt t��t rnit��#i�r is r��u€r�d, thr� rr�it��tic�n piar� �hrui�i �e t��si�nec� tc� r� �l�ce a�pr��riat� iost f�net:ic�ns �nc� va[u�s. The NC Ecc�s�st�rYi �r�h�ra�rr��t �'r��r�r� may k�� av�i��le far us� �c ��r�tl�n� rr�iiig�t�r�n. �, [r ��c�r��n�� u+r�t� �I�r� ��r�nrri�nA�( �1f�n�g�m�rit �s�rmrr�i��i�� s Rul�� ;��A NCA,C 2H,��C}6�h��, rr�itigation �.�vili �� r��€�ir��3' fcr �m�a��s of gr��t�r i��n 1�� ir��ar f�et tc� �rty singC� ��r�nr�i�l str�ar�. Ir� �� ev��s# th�t mitigatirn is ��irA�, t�� rnitig�tion pl�n �h�uf�i h� designed �� r��l�c:� ��pr�pr��te l�st �u��tions �r��i Y��(:_?�s. �"h� �� s��m �r�f��n�rr�nt P��r�rr� rna�y �� a�ailabl:� fc�,r use �� stre�r�i r�r�tigatic�e�. �. I��tVVt� is v�py c�rt��rr.ed varith �e�i�rr��t an�i �r��it�n im�a�t�: tt��t c�aui�f r�s�lt frt��rr thi� ��c�j��t. �I��T s�r�lc9 �c�d��s� t�;�s� �r�r�3c�r�� b� ��s�ri�ir�g th� �c�t��ti�( it��cts that rt��+ �ccu� tc the �c�u�tic �r�rrtrar�rr��r�ts �n� ant,t rrtiiti��tir�c� fa�tc�rs th�i �rc�u1� r��i��e t}�� irnpac��. �. I� ��r�� is b�it�� f I�z�ed witih a�}�dr�u�ic e�r�Jey�n�� etP��r th�n ar�c�t�� tidc��. D!J'v`Q b��i�v�s t�� us� �f � t�l�tic,��.�ic�e F��rrr�i# rra},� �� ee�u�r�d. PI��:�� crnt�cr. the US ,�rrr�y Cc�� af �ngineers t4 c��termin� tt�e ��uired ��r€r�ttr�j. �. �f t�� r�l�f �� i� ��~nc�v��, �t� �iis�h�r�� bric�g� rn�t�ri�l in�� urfar� S�r�t�r� i� �if��v�d s�n��ss �fE��i�r�r�s� ��t�c��iz�c� �ay ff�e lJS .�.��, ��rict a.dher�nc� t� the Gc�rps �f Eri�ine�rs guidei�n�s fc�r k�ridg� der�+�liti�n �Xyil� b� ��prt�i#i�n �f th� �Q9 �,�'J�t�r t�f.?�iity ��rkific�ti�r�. �: �rie�g� s�;p�r�rt� �� rs:� �t��i� n�x t�� I�a�p� in the sf€-��r€� ��ri��r� �c�s�i�l�. ��. k�1'h�n�ver p��h(�, th� dtJ'�f� �ref�rs �p�r�r��n+� �trt�c��ar€;^. �p�nninc� st��ctur�s us�aally da r�c�t ret�uir� ��r� �ra��i�? #h� �tE ��m �� grubbir� �f t�,� s¢,r��rnk�ank� �r,d �c, r��t r��a�r� str�art� chr�r�n�1 re�li�nt�€��i, T�� harizcnt�� nci i,��rtic�l c1�ar��Ac�� rc��id�cS by brida�� I(��rr fc�r hur��n �r�c� ti�ri��i�iie p��e b�n��t� ti'�� t�r��tue�, �n n�a� �C�,c4� fis� pas��ge �nd ci� n�t �It�c� r��vi�a#i��n �y ca�so�ists ar�d bc�at�rs. ��. �rid�� c€��k c�r�,ns s�ia�ir� �c�i d:i��afc�� ir�c�.ya intc� tk�� str��°n. �t�rm��rat�r y�r�u:�i �e: c�ir�ct�d �cr�s� t�� t-�t°idg� �nd �r�-tr��t�� t�r�uch w;te-�p�rapriate r��a.n� ,gra��ed s�+aies, pr�-fnrrn�c� scQ��r t�aE��. v�c��#�t��9 �a��f��r:�, �tc.;t k��fcare er�t�rirEg th� st��earr�. �'le�� r�f�r to t�� most cur�er�t v�rs�on of RiC QWQ, Sf�prt��r��t€�r t��s.�F �r?�n�c}�rit�rrt �r-��fryes. P�c�� ;� ��_ lf ��n�;rete i� us�+� �urie�g cr�n��Tucti�rr�, a dry v�r�rk �ee� sha�id b� rn�int�ir��d tc� pr�vertt dir�ct ct�nta�t �e�uvee� ��.�ring ��r,r�t€� �r�r� �t��rr-� �.��t�r, ��t�r t�t�t �r��dv�r��ntiy cflr�ta�ts u��ur�t� ��n�rete �h�u�� n�� #�� {is��har��c� �€� s�rf�c� r��at�r� d€�e tc th� �o��nti�l fer ��vat�� -�d ��il�[� a�u�t�e iife �r�d fi�� kiil�, 13. l�#�r7��sc�rar��t a��s �� c�r d��€�€�;� ar� e��rsfruc��i, t�e ��t� s��lf t�� r�ded fi� it� pr��r��#r�cti�� ,�ant�ur� an� e;��ratians. �3i�t�.�r��c� �r��s sh��d �e s��d c�r m�ich�ef to s��bili�e th� s€�il ar�� pr��a#� nativ� �,�t��sc�y� ��r�i�� uld �� p€�r�ted. '�Ih�� sing tem�orary ytrueti�r�� tl�� r�� h�ui�J be c��r�r� k��.�t nc�t crf�bi��. �I��`+rt� the are� �rvith �h�ir, ��, rr��rr�r�, bu�l�-h�gs, c�r c�th�r rn�c��niz�� s�i�r�r;+�nt �r��i i��air�c� fih� sfufi�n�s ar��i ro�t ��t €n��ct �I(+�v�s t�� t� r�-v��t�ie r�atura�ly anc� ,�in�r�i�es sr�il ciist�.ir�,any;. 3�. Fla��m�nt c�f c�I��rtW and c�th�r ��r�c�tut�s in �rr�fer�, �tr��rr�s, ar�� +�etianc�s sh�if k�� belc�av the �1�v�tic�n c�i Yh� �tr��c3 by ��r� fie�tat ft�r a�l ;�iv�:r�s vr�th� � t�iarri�ter great�r thar� 4� in�;h�s. a€�d 2C ��erc�r7t r�f ��re cu[vert d�arr��k�r f�r ��=v�rts �aving a di�meter I�� h�r� �$ inc��s. tc �llow Pot�e f(nw p�� f vvat�r �r�d ��ti�: 4if�. C�r��'t�t� �n�! pfac�rr�en� �,� e�l�r�� d tsfM�r �trt�ctu�e5 i�teluciin� ��r��p�r�ry �rr�s�ar, cc�n��c�l m��.�r�s �h�ll ��t t�� +�ntiuct�d in � manrt�� tf�� m�y r�s��[t i;� dis- €�r�uilibriurr� ��f va�tiancic �r �tr��rrsk��ds ar ��nk�, ��jac�r�t �€� �� up�tr�arn and d�a�vn stre�n7 c�f th� ata�zu� structtrr�s. T�� a�a�,licant is r�c�u:r�c� kc� �?rc�vit�e evi�#��e th�t th� er�ui(�br�ur� is I��ir�g r��ir��ir,ed i� ��u�st�d ir� Y�+�r�fir�� by C��'V�. If tt�i� c��ti�n is t�nabl� ts� L�� f�n�� it�+� t+� ��:drdc� cr c�th�r Cirni�i�t� f��ture� �ncc��:nt�r�� a�arin� car�str��icn. p�e��e cb�t�ct G�'JVC� f�r quici�ree an �i��u t� prac�eei and �c� d�t�rrr�ir�� v�h�t�,�� r r��t � p�rrttit rr7�ci�f�lati�r� will b� r�q�ire�. 1�. I� muitipf� �i{�� ar��ls �r� r�q�ir��, th:�y shc�u{d t�� i��ig��d t� rn[�ic n�t�sr�� str�a�t� cross �ectic�n �s ��r�;��ly �s p��sit�l� ir,�?uciin�: �ip�� t��rr�ls ai fi��d pl�is� �levatiQn a.rdo`�; ��(�� vher� �ppro�ri�t�.. `J�Iit�� t�� ti��rr� bl��t�n�l s�^w�lt� b� �g�t�o��d ��r��r`� ��t�rtr��I �=�rid�r�i�� t th� ;�t��t �r t�utE�t en�i �f str��ct�sr�s ty�ic�liy r.��r�ases l�rr�f�r �r�!�ciiY� c��sir�g se�4irn�r�t €i��r�s�tie�n that r�qu�r�s it�� inten�nce an� di�r��y ar��i��ir� 1if� �a��saae. ��. �f ��r��i�ti�n t�Wf be3fings �re� necess�ry; it shc��dl�f b� n�ted irt fhe dc�curr7ent. Ge�rt�ci�niu�f �,vork is �pp�€�v�d �r�d�r t��n�r�l �C�� r�if��tie�n h4�rn��r ��41�3�tic�n+�a�d� P�crr�it l�o. 6 fe�r Survey Ac#iviti�s. 1i. ��di�r�r�t a�� r�isi�r� �c�ntrc�� rra��ur�s �u�fi�i�r�� {+� �rat�c: vr�t�r r�sc�ur��s mu�t b� �rrrpl�rrr�nt�� nd rsl�ini�Rn�c� R;� �cc�rd�€�c� v€tf� t�� r�7a�t recent v�rsior� af [�orth �a�ol€n� Sedim��t �r�� ro�i�� Con�rc�1 f�k��ning �r�d [��qr� €t�a�ual �nd t�;� ��c�t r��nt v�rsi�n �g NC��G��- 18. F��I 46��r�. ir� or a��c�n� tc� str��:�� v��ters should he ��n��r�te� ir� a dry �s�ark �r�a ��I�ss �#h�r�vise ��arr�ve�i �y I�� t�'�JQ. �,ppr�v�r.� �3��i� m��sur�� fram th� rnost �r�rr�nt v�rs�c� qf f1CaC�T ��art�trur��c�� r� hv��i�k�r��n�� .c��uit��s man��a4 ��h �s s�n��a�s, ro�� ;ms: �c��err�arr�s �nd at(�� d[v�rs�an s�ruc�ur�:� �h�+u��t r�� s��i tr� p��.+�rtt ��ca�r�tipn ir� ��t�v�,+in� wat�r. �9. �edCr�n�r�t �r�� r�,�:a�n �.�r��! rr��sL�r�s ��u1�3 €�c�t b� �i�c�� in �r��tl�r�d� ar�d s�r��r,t�. �t�. ��rrra+rul�a�t� ��e�� s��f�i �v�i� �r��r��r��i� to th� rr�xirn�m �xtent p��ctic�l. Ir7��ct� fic� w�tlar�cis in �prr�w��.��t� �r�� r�l�aid pr�c�;�=.t�t� c�rr��ens�trary n,iii��tiQn. 21 �r�lhsl� th� �s� af t�l��rn�9 �JPtl�n� ]nventc�ry (hltf�Jl} n-��ps �nc� ��il surve� map� �r� us�fui tc�Uls, fheir i;�h�r�r�t ina�curari�s r��uir� t��t qu�i�fi�ci p�rst�nr�ei ��r��frn c�nuite ��rd�il�r�d d�li��ati�ns prir�r tc� �a�rmit ��rc��al. �?. �1��ry ��ui�m�r�t sha�ld �� p�r�t�� frc�rn ih� b�n� ratt��r th�r� in strearr7 ch�nn�l� in ord�r tc� rr�i�timi�e ��d�m��r�� nd r��u�� t�:e �i4��lihc.�d c�f i,��r�d��c�ng att�:�e p�ilut�nts int� s�r��ms T#�is equ€pmer�R ��r�(ci #�� ins��cteei ci:�i?y �� n��in�ai��d �� pr�ven� �t�r�i�n��ation �f ,sarF�� w�t�rs fr�rri leaksn� ft��l�, It�b�%v�nt�, i��dr�uii� €I�.ai�s, ae t�<�� taxic rn�t�ri�,ls. P�a� � �'�. fr� rr�c��t �as�s, tt�e C��+J� �refPr� f�� r��lac�m�nt of th� �xisting �trc�c#ur� at the s�n�� I��ki��'i �,+�th rc�ci �fasur�. I� ra�a eic��ur� i� r��t f�asEbl�: a t�rr!�a�r��r d�tbur sf�ouicf k�� d�si�ned and la�a��d tc� a�rc�ic� �r�fla��l im��ct�. n`iir�irt�i�� ti�� n��c� fai� cl��r�n� an� t�? �vc�ic� d�st�t�i�izir�g str�ar� b�nks�. lf tf��: str�.��tt�r� �i[, �� or� a n��v �lign�t��r�t, �� t��d s�rurt��re sf,a�l� �� rer�o��d �nd t�r� �p�r��h fill� r�m,c�v��l fr�� t�� 1�C�� f�c�c�d�l�i�. ,�p�rc�ach fii�� s��ul� �� r�:rri��t�d a�d restar�� it� the r�atura! �rc�un�f �l��tE�rt, �`h� �rt�� t��ult's �a� ��+i(iz�d vait�, gra�� nr� �al�nt�d we�fF� n�tive t��e s�eci��. i a�1 f�scu� �hc��lt� �trt �� as�d i� ri�ar€�� r��s. 24. �iprap �h��ld nat �� iac�d Er� th� ac�itir� thalweg c�rannel �r pf��ed �n #h� �tr�arrabe� in � rr�anr��r th�t �ir�clu��s �r��a��ic I�fe ��. E��a�n�[n��rin� bai�ider� �� str�ctur�� hc�ulc� b� pr��€�rly des�g��, �izeci �r�d Gnstall�d. T�i�� nu f�r requ��ti�t� ��r ;n��t �t it�is tirr��, Th� �ICQ�T i� rerr��n�� t��t i��e e�f a�i�1 W��er Qualit� ��r�;fii�atic��ti r�c�uir�s th�� appf��ri�� rr��:�sur�s k�� it��titut��f t� et�sur� ��at'w��r �ua�ity st�nd�rds ar� rr�� an�f de�;�nat��i u�� ar� r�+�t d��r��i csr ��st. i( y�u h�v� �ny qu��t:i�rns ar r€:�uire �c� iitian�l ir�fr�rrt-��tit�r�, �1��3� �t�nt��t Pe�llj� (��i�i��s� �t �+C�4j ��a�-�£��. �c �t�j�r� l.,und. 4�� r�ry C�i�pS �f �nc�ir��rs. r:sheville Fi�ld Qffiic� ��a� L��as. �eder�� i��y ��irr3i�ris��a�iran �hri� �l9iEit��f�� , ��`��airr�n:r��r�� €�c��c�ti�n ,��eri�y (vi�f�� h�n�b�rs, �� 'Uai�f�ife R�s�urc�� arr�rr�i��f:car� h��rel�a �€�nc�c�, t�� 'ist� �nd �Ji(c�l�fe S�;�Jive ��n�� Gr��ry. C�l!'�'t� C�ntcal �f�i�e F'il� �ppy C;�I ��t ;t,;�<, .. t�� `i� �� `��;� . , F'+-t'�r: �:i � � � _. � ' ��rt�°� �:��-��1�� i�� .�.e�� c��n�z��i�� . � _ —__ _._T.� .�... �.,_ _�.u�� *sc' .^ru � �.i!; ir.; L.xcei i � �; i,b[°�3�tc�s° -- - - 1� � �'�rI �>J��'�� '�S� �':J; Ik��tF)c�cz�`�4:��.,��'� C:�f�i�� t�f��l�ti�c; anc� a.n�er�vc=�rr�rr��tnerii�r ��';'iir�, �3E:4t� ' �:.,.,—Pa> �'�,�?>�1: °�'r��ri:� �"iispn, �i��i�+� ��. .': a,��:� �'��r�in��r �",�_.—.._--� ��`:� ��'� ��bit�t ��:��va.ti�� Pt�.�;�-�rr; � �t��"�%: ��13ttt�y ��+. ��.�? ��:"��J�::�:`l,: R��-c��s� tr x�� s��.�t �� v;:c,.�.s<- �1��t�fa��ti�r �c�t� t:�� :, �. ��rti�xte�t aZ �°ra�as�c��ri�r, t'��'� Ca�"� #6��,�r�iir� �sli a::�c� ��dlif� c�nc�� i�r t�� r�c�pc�sc�� r.� c��';�� '�� 2.= fm�r! 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I-"�zc: ��±r�,�5.=isic.-�r74, �I��lt t�t�:: c:c�t�ir��icts:�r ti�ilt izil.e ic� r�r��w�tat �e�?wit>f� a�l� ��t��a�� t�� fcyt•cstCar��j. 1 rt�=�. p�irti�>�il�irl�, t�Y�� i-c:�i�t .s�t��.�_ ��4�r} �� °rst.at.€��iil� d�t�t<t;��cl li�. f��i�°� Lc{ui��i�it. �,f3i��•�.. :�1�4:?l.t,�{ 9��:,�.{3 ,.�,rc��a.� „�:it�i�it�;° �i't`s�G r��;� ti �1.�.1�:., c�j��b�-��c,ia�`� 1�i� ��ii. � ��c�i��7 is��.��;�.� �ii. �11�, (�`?��i�.i::':� l�l�° 1'�t�l 3i`��CI�1.. �-t1' S�7aj�.d1l`� �1i.t1`a�tl�`LIJ27 �'?C €��}�'ti' Stl�?4t;qtlt.ti'�i, _ �.'S�€: �j��l�u�1z3:�. t�i� �,�j7�?�.�t"�Ili_t� t:i:4 i:Cr1211t1c:ilt t)€1 t�if' �1`��;[aE,t'tii �?Y�rfGti�, �t�Ei ('.€lGt}tlC�li:� C�3.(: irl��at:t t�rt t;t�� 1't��°i;,t�ztir�� bw f`t�r��ic��:r��i t�tu-it�i: tat� �>l�ilt�iz�y ��tt3�;�.�4. � c.: I3tta°�`t' '�:� �.�� \ 704 347 4710 Line 1 ;- . TO: Albemarle City Manager Stanly County Manager 04:24:19 p.m. 02-23 2007 2/3 �u.u��` Centralina Council o� Governmenis NC Intergovernmenfal Review Process Re�vre�uv and Commeni Form r s`�:�CjiJ 1 � �'$ ��`�� 9 �� a ,� ��a � �� .� �i� Rece� s 1`v � �� a'r \ �:_� ,, J � � �'�—.; �,��`''3 This o�ce has received the aitached information about a proposal vvhich could affect your jurisdiction. If you need more information, contact the applicant directly. If you need an e�ctension of time for review, cantact Cynthia Winiield inn�mtediately. If you wish to comment on tlus proposal action, complete this farm with comments and return to this o�ce by Februarv 22. 2007. If no commeni is recei�ed by the above date, it will be assumed you have no cominents regarding this proposal. State Applica�ion Identifier Number 07-0255 Couimenter'sName Riymot�d R11en Title Citv Manaqer Representin Ci t of Al benarl e (Jurisdiction} Address P.O. Box 190, A1 bemarl e, N. C. 28002 Phone 704.984.9408 L��IF��l[�f� Midtown Plaza Building -1300 Br�xter Street, Suite �50 PR Box 35008, Ch�rlotte, North Carotina 28235 Phone: 704-372-2416 Fax:704-347-4710 www.centralina.org 0 1 704 347 4710 Line 1 �itp of �C�emcar�e �ortTj Q�arnYitta PO Box 190 Albennarle, NC 28002-0190 www.ci.alb emarle. nc.us February 20. 2007 Ms. C`ynthia Winfield Centralina Council of Govemments P.O. Bo� 35008 Charlotte, North Carolina 28235 Re: N.C. Tntergavernmental Review 07-0255 Dear Ms. Wir�ield: __ _ 04:25:21 p-m. 02 23-2007 3/3 Raymond I, Allen �ity Mat�ager I'hone - 704984r9�408 Fa.e - 704-9849406 zallenC ci.a(bemarle.nc.us At its meeting on February i9, 2007 the Albemarle City Council reviewed this Intergovernmental Review request, which is to combine the project development, environmental and engineering ste�dies for the proposed widening of NC 24-27 from NC 740 in Albemarle to the Troy Bypass. The City Council voted unanimously to s�pport this proposal. The City betieves that these _prajects should be considered as a whole foz the �lanning process since they are interdependent. The Pee Dee River is not a logical terminus fox eitlae� of the iwo roadway projects, but instead the logical termini for ihese projects are Albemarle and Troy. NC 24-27 is a strategic higb.way coz7ri.dor and the widening of NC 24-27 from Albemarle to Troy is one of the most impoztant highway improvement projects in the southern �'iedmont. NC 24�27 is already above capacity, and it is important that the planning process for this important transporta#ion corri.dor proceed as quickly as possible. Thanlc you for your attention in ttus matter. If you have any questions or need additional information, please do not hesitate to contact me. Sincerely, . a on n Manager , Enclosure : . . Cc: Mayor and City Council � " � J _: i E r..��9: •.,r''.9_ ■ � �� ■ � a '`'�*v —— ---—- _ �� Centralina Council of Governments February 9, 2007 Ms. Lisa Fuller, P.E. Project Development and Environmental Analysis Branch North Carolina Department of Transportation 1548 Mail Service Center Raleigh, NC 27699-1548 RE: Revised Start of Study for the Proposed Widening of i1C 24-27 rr�ri� NC 740 ir. Albemarle ir. Stanly County to the Troy Bypass, West of Troy in Montgomery County; TIP No. R-2530B; TII' No. B-4974; and TIP No. R-2527. Dear Ms. Feller: I appreciate the opportunity to comment on the above study. Centralina Council of Governments exists to address growth and quality of life issues in the region, and providing adequate transportation facilities certainly qualifies as a key determinant in an areas quality of life. I have sent a copy of the project packet to the Cenn�alina Chairman, Joe Carpenter, for his attention. We will send you any comments he may have on this study. In the interim, Centralina does have one comment on this project: 1. According to the Metrolina Mode12030 outputs, the section of NC 24-27 between Albemarle and the Pee Dee River is projected to carry between 19,000 and 24,000 vehicles per day, which is different than the 19,000-30,000 vehicles per day listed in the Scoping Information Sheet. The model was coded to include a multi-laned section of NC 24-27. Centralina strongly supports the NCDOT's St�-ategic Highway Corridor program, which includes the NC 24-27 corridor from Charlotte east through Montgomery County. Implementing this corridor consistent with the Strategic Highway Corridor vision will improve access and safety for the region's traveling public. Once again, I appreciate the opportunity to provide comments on this project. Sincerely, A.R. Sharp, Jr. Executive Directo Cenh•alina Counci cc: Joe Carpenter, Cenh•alina Board Chairman Dana Stoogenke, Rocky River RPO Secretary Bjorn Hansen, Centralina Transportation Program Coordinator Mitltown Plaza Builrling - 1300 Bczxter• Str�eet, Suite 450 PO Box 35008, Char•lotte, Nor•th Carolina 28235 Phone: 704-372-2416 Fnx: 704-347-4710 www. centr•alinn. or•g r V a O O �O N pA N 00 \`r N ■ m mC�mO I ��o � �- N �� `� � � � ,� � �/} N O v N Y� � � � J O . � �V � T, s4�.ur,n � � z � .� ,, '� ..1�H, r�� ° ,. _ .., y�}4' Y 7i .',• F�,Yn� � �^ Y�\ W �^ L L � o O ° �� M O � � � N M _' x tj .� m Z � O � p a o U � � �j U i � L � � � U c 0 � ca � � o � �- � c c � o � � \ `� � O W {� � L^, W '� � � � C � C� � 11j � Q. O� a. E��.�c�o �� ti L. p U (� �, N � � �'� � V �i�m` �—Z �•� � U�� N V �N � J � �� t� � C � � � ��,QZ� � e � � � � �,, a � � � �� '~ �� M STAiE ��e n.,n,°� � S ��. �� .��,�,,. North Ca �011��d. Department of Aa.ministration Michael F. Easley, Governor June 10, 2004 Ms. Beverly Robinson NC Departinent of Transportation Project Development and Environmental An 1548 Mail Service Center Raleigh, NC 27699-1548 Dear T,�s. R.obinson: Gwynn T. Swinson, Secretary Re: SCH File # 04-E-4220-0285; Scoping; Proposed improvements to NC 24-27 from NC 740 to multi-lanes west of the Pee Dee River, Stanly County, WBS Element 34446.1.6, TIP #R-2530B. The above referenced environmental impact information has been submitted to the State Clearinghouse under the provisions of the National Enviroiunental Policy Act. According to G.S. 113A-10, when a state agency is required to prepare an environmental document under the provisions of federal law, the environmental document meets the provisions of the State Environmental Policy Act. Attached to this letter for your consideration are the additional cominents made by agencies in the course of this review. If any further environinental review documents are prepared for this project, they should be forwarded to this office for intergovernmental review. Should you have any questions, please do not hesitate to call. Sin r ly, /3'� �� Ms. Chrys Baggett �nviromnental Policy Act Coordinator Attaclunents cc: Region F A1niling Address: Teleplrone: (9l9)307-2d25 Locrttion A�(dress: 1301 Mail Se�vice Center C'ax (919)733-9571 116 West Jones Street Raleigh, NC 27699-1301 State Courier #51-01-00 Raleigh, North Carolina e-muil G�i}�s.Baggell ct ��cmnii.net �Ira Eyi�al Opya•ttuarly/Affrrnralive Actio�l Ein�loyer NORTH CAROLINA STATE CLEARINGHOUSE ��./�' DEPARTMENT OE' ADMINISTRATION INTERGOVERNM.ENTAL REVIEW STATE NUMBER: 04-E-4220-0285 F02 DATE RECEIVED: 04/13/2004 AGENCY RESPONSE: 06/02/2004 REVIEW CLOSED: 06/07/2004 MR PHIL LETSINGER CLEARINGHOUSE COORD CC&PS - DEM, NFIP MSC # 4716 RALEIGH NC REVIEW DISTRIBUTION CC&PS - DEM, NFIP CENTRALINA COG DENR LEGISLATIVE AFFAIRS DEPT OI' AGRICULTURE DEPT OF CUL RESOURCES DEYT OF TRANSPORTtiTION PROJECT INFCR.�.ATION APPLICArdT: NC Depar�ment of Transportation TyDZ•: State E.^.�.�i�cr:mental °o�.i�y Act ERD: Scopinq � � `�; �� Gy� U` `�,'�C�r . � ' �� _', �� DESC: rroposed i;i�provrm�:�lts to �]C 2�-27 froin !JC 740 to multi-:Lanes west of the Pee Dee River, Stanly Cour.��, P7nS E12�nent 3444E.1.6, TIP #R-2530B. The attached project has been submitted to the N. C. State Clearinghouse for -ntergo�.�ernmeriLal review. Please review and submit your response by the above indicGted date to 1301 Mail Service Center, Raleiqh NC 27699-1301. Ir additional review time is needed, please contact this office at (919)807-2425. AS A RESULT OF THIS REVIEW THE FOLLOWIN� IS SUBMITTED: � ❑ NO COP9MEI�T � � ` ,�" �� ' \ � '�. l �`_ ! � \ _ -_ (._ ,.._�t . _ `` �..- l�/ I \ �`�'`�: ; � _� �.-"- l, ^,_ ,1c , ��`� .. . " COMMENTS ATTA'CH� D "� -�i �L�. �\, �' +1 � V ` �� `�._ � � t �c� �. ) � L , -r� � �_�i, l�� - '•� ' \ /'r � � � -' - � SIGNED BY: ` � -- \,_ `��. DATE : � � > � � � � .'�i�d� np�p �'i' Y �' � D .� � �� .; g � �� '� au,:,'�` North Carolina Department of Administration Michael F. Easley, Governor June 8, 2004 Ms. Beverly Robii.son NC Department of Transportation Project Development and Environmental An 1548 Mail Service Center Raleigh, NC 2769�}-1548 Dear Ms. Rabinson: Gwynn T. Swinson, Secretary Re: SCH File # 04-E-4220-0285; Scoping; Proposed improvements to NC 24-27 from NC 740 to multi-lanes west of the Pee Dee River, Stanly County, WBS Element 34446.1.6, TIP #R-2530B. The above refei•enced environinental impact information has been submitted to the State Clearinghouse under the provisioiis ol�the Nati�nal Environmental Policy Act. According to G.S. 113A-10, when a st�at� ageiicy is re.,<<ired to l�iepai� aii environment�il document under the provisions of federal law, the euvironnlei�tal doc�une.�t i�.�:�ts tl:�� provisioiis of the State Enviroiuliental Policy Act. Attached to this letter for your coi�sideratior ,:;re th.e co�iulients inade. by age�ICies in tlie course of this review. If any further enviruiuilental review docuinents are prepared for this project, they should be forwarded to this office for intergoveriunental review. Should you have any questions, please do not hesitate to call. Sincerely, �� . %��..�-x� Ms. Chiys Baggett Environmental Policy Attacl�ments cc: Region r Act Coor•dinator MnrG�rg Ar/rb�ess: Teleplrorie: (919)807-2425 Locrrtro�r Address�: 1301 Mail Service Center P,ix !919)733-9�71 I 16 \�✓est Jones Street Ralcigh, NC 27699-1301 Statc Courier �!� L-01-00 Ralcigh, NorUi Carolina ;:-nrnil Cl�i7 s. L3c: ti;gelt,u �rcvruil.nel n �yuul U��/.�orvunii��/.1J�u��nali��e,�lclio�� L�n�plo��ci• �� ' �� NCDENR North Carolina Department of Environment and Natural Resources Michael F. Easley, Governor MEMORANDUM T(J ; FkOM: KF: �:ATE : William G. Ross Jr., Secretary �� 21�22 �5�� . �� 200� `�} , �� A� �4:-�� ;��p ��,, �� A �`•/ �! ��,I Ul F,• ^ ; �, .� r ;� .,� _ ��, Cnrys Baygett State Clearinghouse Melba McGee � Project Review Coordinator 04-029� Sco�ir.g, Widening from NC 740 to West of the Pee Dee River in S�anly i�Glli�ty Ma� 2'v, 20v-� `:'�";C D��'ia''��?'271� Of �.V1YOrTTlET1� dP_C� IVdt.L?�^! RESOUrCeS �ld✓ �PV�.A�fIPCl t:":E' pro��o;ed project. Tne attachc-d cc�nm�ent� ar� a ��.�u�t of this review. ....�„ `��°��.. �=;;Tu;;�,::�., "t•i�;.� vc p1'C.,:: luc�� :illrii:� t-"lE .,:i�i'_'_"Oii:Tici'1*d� ?�cV'.: .. process. Tnanic you �er tne opportunity to �espo��d. If during the preparacion or tne environmental document, additional information is needed, the appli:ant is encouraged tc notif�� our respecti�%e divisions. Attachments 1601 Mail Service Center, Raleigh, North Carolina 27699-1601 Phone: 919-733-49841 FAX: 919-715-30601 Internet: www.enr.state.nc.us/ENR An Equal Opportunity 1 Affirmati��e Action Employer - 50% Recycled', 10°�o Post Consumer Paper c�� W R r�RQ� � � > y o �c MEMORANDUM TO: FROM: SUBJECT ��\Q `��C l `/9� , .S or1 ^�� c� P�� MAY 2004 `�� v. �`'� �, REC�tVED � ; ��'� ofiice �._ �� - �A � � �� _ � Michael F. Easley, Governor William G. Ross Jr., Secretary Carolina Department of Environment and Natural Resources Melba McGee, Environmental Coordinator NCDENR Office of Legislative and Intergovernmental Affairs Alan W. Klimek, P.E. Director Division of Water Quality Apri127, 2004 Cynthia F. Van Der Wiele, NC Division of Water Quality Gv (�fiv Review of Scoping Sheets for NC 24-27 Widening from NC 740 to west of the Pee Dee River, Stanly County, TIP No. R-2530B. State Clearinghouse Project No. 04-0285. Ir. reply to your con-espondence dated April 16, 2004 (received April 19, 200�) in wliich you requested comments for the referenced nroject, preliminary analysis of the project indicates that the followin� �vater resc�irces ;i� �iydroiogic linit 030708 will be impacted: Strer�?� i ��'�-Yi a ?iT's to A,�ountain Creek (13-5) UT's to Jacobs Creek (13-9) Lu�e Tiilery/Pee Dee River and UT's (13-(1)) Water ��ialitv Classificntio�i �VS-N ---- WS-N WS-N & B Critical Area i�C 2�-"77 �s de�:.ribed as a major rural co!lector. The �,;;; �CSf: OI the pro;ect is to impro�e �afe�y and t.affic �:��c�yin? cut?acity. NC Division of Water Quality understands that the project proposes to wi�en to a��-iane �ziediarc divided fa�iiity. Inside ti��e Albemarle city limits, the median will be 23 fcet, while outside �he citv lir,uts, the median will be 46 feet. DWQ has the followin� comments: Enviror,mental l�:xumentation d The znv�ronrr,eutal document should provide a detailed and itemized presentation of the proposed impacts to wetlands and streams with corresponding m�apping. Tliere should be a discnssion c,n mitigution plans for unavoidable impacts. If mitigation is required, it is preferable to present a c:.�nceptual (if not finalized) mitigation plan with the environmental documentation. While r.he ivCDWQ realizes that this may not always be practical, it should be noted that for projects requiring mitigation, appropriate mitigation plans will be required prior to issuance of a 401 Water Oualit�:� Certification. �?u:_��?n�_ ,nc: �_��_ess C:ontroi Issues � From 2000 to 2020, the estimated population increase for Stanly is 21 percent. Growth management within the next five years will be imperative, especially along highway corridars, in orde: to protect or improve water quality in this sub-basin. Growth management can be defined as the application of strategies and practices that help achieve sustainable development in harmony with the conservation of environmental qualities and features of an area. On a local level, growth management often involves planning and development review requirements that are designed to maintain or improve water quality. ■ A gc�alitative analysis of cumulative and secondary impacts anticipated as a result of this project may be required. �� '�'� ;�GDEP�t�t North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 23?_1 Crabtree Blvd., Raleigh, NC 27604-2260 (�ocation) 919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/ Melba McGee R-2530B Scoping Letter April 27, 2004 Page 2 Desien & Construction Issues ■ If this project is widened along the existing facility, DWQ believes that this project should �zot be included in the Merger/Concurrence process. ■ Hazardous spill catch basins will be required in the vicinity of the Pee Dee River due to the project's proximity to the water supply critical area. More information will be required on project truck volume, avoidance options, etc. during the merger process and hydraulic design review. ■ Within the Yadkin-Pee Dee Basin, sedimentation and storm water runoff are major water quality concerns. In order to reduce sedimentation in receiving waters, same day seeding and mulching is strongly encouraged. Storm water runoff from the project should be designed to be directed to grassed swales, buffer areas, preformed scour holes, retention basins or other site-appropriate means of receiving pre-treatment, rather than routed directly into streams. ■ Sediment and erosion control measures should not be placed in wetlands. Sediment should be removed from any water pumped from behind a cofferdam before the water is r�turned to the stream. ■ Borro�v; �.: aste areas should not be located in �vetlands. It is likely that compensatory �ritigation r,vi!! be required if wetlands are impacted by waste or borrow as �vell as utility relocations. ■ Stream verifications (internuttent/perennial) by DWQ and wetland delineatior. shall be performed prior to application for §401 Certification. ■ �-vetlaad and stream impacts should be avoided to the maximum extent practical, particularly parallel impacts. If this is not possible, alternatives that minimize wetland impacts should be chosen. u� accordance with the NCDWQ Wetlands Rules { 15A NCAC 2H.0506(b)(6)}, mitigation will be required for impacts of greater than 150 linear feet to any single perennial stream. In the event that mitigation becomes required, the r.iitigation plan should be designed to rep;ace a�,pro�riate lost functions and values. Onsite mitigation is preferable, however, NC Ecological Lnhancement Program (EEP) is available for use as compensatory mitigation. The Mountain Creek watershed, including Little Mountain Creek, is one of 5� watersheds in the Yadkin-Pee Dee River basin that has been identified by the NCWRP as an area with the greatest need and opportunity for stream and wetland restoration efforts. This watershed will be given higher priority than a non-targeted watershed for the implementation of NCWRP restoration p:ojects. Please contact NCWRP or the NC Di��ision of Ecciogicat Ennancement fur rrio�e information if this project requires mitigation. ■ DWQ prefers that existing bridges be extended with bridges rather than replaced with culverts. Thank you for requesting our input at this time. The DOT is reminded that issuance of a 401 Water Quality Certification requires that appropriate measures be instituted to ensure that water quality standards are met and designated uses are not degraded or lost. If you have any questions or require additional information, please contact John Hennessy at (919) 733.5694. pc: File Copy O�O� W p T�9pG � �� > � o � MEMORANDUM TO: FROM: SUBJECT Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality April 13, 2004 Beverly Robinson, Project Development Engineer NCDOT Project Development & Environmental Analysis Branch Cynthia F. Van Der Wiele, NC Division of Water Quality �%t� Review of Scoping Sheets for NC 24-27 Widening from NC 740 to west of the Pee Dee River, Stanly County, TIP No. R-2530B. In reply to your correspondence dated April 1, 2004 (received April 7, 2004) in which you requested comments for the referenced project, preliminary analysis of the project indicates that the following water resources in Hydrologic Unit 030708 will be impacted: Strea�n (Inclex) ■ UT's to Mountain Creek (13-5) ■ UT's to Jacobs Creek (13-9) ■ Lake Tillery/Pee Dee River and UT's (13-(1)) Water �uality Classi acation WS-IV WS-N WS-IV & B Critical Arecc NC 24-27 is described as a major rural collector. The purpose of the project is to improve safety and traffic carrying capacity. NC Division of Water Quality understands that the project proposes to widen to a 4-lane median divided facility. Inside the Albemarle city limits, the median will be 23 feet, while outside the city limits, the median will be 46 feet. DWQ has the following comments: Environmental Documentation ■ The environmental document should provide a detailed and itemized presentation of the proposed impacts to wetlands and streams with corresponding mapping. There should be a discussion on mitigation plans for unavoidable impacts. If mitigation is required, it is preferable to present a conceptual (if not finalized) mitigation plan with the environmental documentation. While the NCDWQ realizes that this may not always be practical, it should be noted that for projects requiring mitigation, appropriate mitigation plans will be required prior to issuance of a 401 Water Quality Certification. Plannin� and Access Control Issues ■ From 2000 to 2020, the estimated population increase for Stanly is 21 percent. Growth management within the next five years will be imperative, especially along highway corridors, in order to protect or improve water quality in this sub-basin. Growth management can be defined as the application of strategies and practices that help achieve sustainable development in harmony with the conservation of environmental qualities and features of an area. On a local level, growth management often involves planning and development review requirements that are designed to maintain or improve water quality. ■ A quc�litative analysis of cumulative and secondary impacts anticipated as a result of this project may be required. North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ricwetlands/ � �-� –� '�.— P+di�:LiE�,� NCDOT Project Development and Environmental Analysis R-2530B Scoping Letter April 13, 2004 Page 2 Design & Construction Issues ■ If this project is widened along the existing facility, DWQ believes that this project should not be included in the Merger/Concurrence process. ■ Hazardous spill catch basins will be required in the vicinity of the Pee Dee River due to the project's proximity to the water supply critical area. More information will be required on project truck volume, avoidance options, etc. during the merger process and hydraulic design review. ■ Within the Yadkin-Pee Dee Basin, sedimentation and storm water runoff are major water quality concerns. In order to reduce sedimentation in receiving waters, same day seeding and mulching is strongly encouraged. Storm water runoff from the project should be designed to be directed to grassed swales, buffer areas, preformed scour holes, retention basins or other site-appropriate means of receiving pre-treatment, rather than routed directly into streams. ■ Sediment and erosion control measures should not be placed in wetlands. Sediment should be removed from any water pumped from behind a cofferdam before the water is returned to the stream. ■ Borrow/waste areas should not be located in wetlands. It is likely that compensatory mitigation will be required if wetlands are impacted by waste or borrow as well as utility relocations. ■ Stream verifications (intermittendperennial) by DWQ and wetland delineation shall be performed prior to application for §401 Certification. ■ Wetland and stream impacts should be avoided to the maximum extent practical, particularly parallel impacts. If this is not possible, alternatives that minimize wetland impacts should be chosen. In accordance with the NCDWQ Wetlands Rules { 15A NCAC 2H.0506(b)(6) }, mitigation will be required for impacts of greater than 1501inear feet to any single perennial stream. In the event that mitigation becomes required, the mitigation plan should be designed to replace appropriate lost functions and values. Onsite mitigation is preferable, however, NC Ecological Enhancement Program (EEP) is available for use as compensatory mitigation. The Mountain Creek watershed, including Little Mountain Creek, is one of 55 watersheds in the Yadkin-Pee Dee River basin that has been identified by the NCWRP as an area with the greatest need and opportunity for stream and wetland restoration efforts. This watershed will be given higher priority than a non-targeted watershed for the implementation of NCWRP restoration projects. Please contact NCWRP or the NC Division of Ecological Enhancement for more information if this project requires mitigation. ■ DWQ prefers that existing bridges be extended with bridges rather than replaced with culverts. Thank you for requesting our input at this time. The DOT is reminded that issuance of a 401 Water Quality Certification requires that appropriate measures be instituted to ensure that water quality standards are met and designated uses are not degraded or lost. If you have any questions or require additional information, please contact John Hennessy at (919) 733.5694. pc: Chris Militscher, USEPA Marella Buncick, USFWS Marla Chambers, NCWRC File Copy O�O� W A T�9QG � � > .� o �c Michael F. Easiey, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality MEMORANDUM TO: FROM: SUBJECT January 13, 2004 Beverly Robinson, Project Development Engineer NCDOT Project Development & Environmental Analysis Branch Cynthia F. Van Der Wiele, NCDOT Coordinator ('it�(1�" Review of Scoping Sheets for NC 24-27 Widening from NC 740 to west of the Pee Dee River, Stanly County, TIP No. R-2530B. In reply to your correspondence dated January 5, 2004 (received January 7, 2004) in which you requested corrunents for the referenced project, preliminary analysis of the project indicates that the following water resources in Hydrologic Unit 030708 will be impacted: Stream (Index) ■ UT's to Mountain Creek (13-5) ■ UT's to Jacobs Creek (13-9) ■ Lake Tillery/Pee Dee River and LTT's (13-(1)) Water Qualitv Classi�ication WS-N WS-N WS-N & B Critical Area NC 24-27 is described as a major rural collector. The purpose of the project is to improve safety and traffc carrying capacity. NC Division of Water Quality has the following comments: Environmental Documentation ■ The environmental document should provide a detailed and itemized presentation of the proposed impacts to wetlands and streams with corresponding mapping. There should be a discussion on mitigation plans for unavoidable impacts. If mitigation is required, it is preferable to present a conceptual (if not finalized) mitigation plan with the environmental documentation. While the NCDWQ realizes that this may not always be practical, it should be noted that for projects requiring mitigation, appropriate mitigation plans will be required prior to issuance of a 401 Water Quality Certification. Planning and Access Control Issues ■ From 2000 to 2020, the estimated population increase for Stanly is 21 percent. Growth management within the next fve years will be imperative, especially along highway corridors, in order to protect or improve water quality in this sub-basin. Growth management can be defined as the application of strategies and practices that help achieve sustainable development in harmony with the conservation of environmental qualities and features of an area. On a local level, growth management often involves planning and development review requirements that are designed to maintain or improve water quality. ■ The scoping letter was not specific as to the extent of the improvements to NC 24-27 being contemplated (number of lanes, typical sections, etc.). A qicalitative analysis of cumulative and secondary impacts anticipated as a result of this project may be required. North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/ �� N�L�E:Pti� NCDOT Project Development and Environmental Analysis R-25306 Scoping Letter January 13, 2004 Page 2 Design & Construction Issues ■ The DWQ requests that this project follow the Merger/Concurrence process. ■ Hazardous spill catch basins may be required in the vicinity of the Pee Dee River due to the project's proximity to the water supply critical area. More information will be required on project truck volume, avoidance options, etc. during the merger process and hydraulic design review. ■ Within the Yadkin-Pee Dee Basin, sedimentation and storm water runoff are major water quality concerns. In order to reduce sedimentation in receiving waters, same day seeding and mulching is strongly encouraged. Storm water runoff from the project should be designed to be directed to grassed swales, buffer areas, preformed scour holes, retention basins or other site-appropriate means of receiving pre-treatment, rather than routed directly into streams. ■ Sediment and erosion control measures should not be placed in wetlands. Sediment should be removed from any water pumped from behind a cofferdam before the water is returned to the stream. ■ Borrow/waste areas should not be located in wetlands. It is likely that compensatory mitigation will be required if wetlands are impacted by waste or borrow as well as utility relocations. ■ Onsite wetland delineation shall be performed prior to application for §401 Certiiication. ■ Wetland and stream impacts should be avoided to the maximum extent practical. If this is not possible, alternatives that minimize wetland impacts should be chosen. In accordance with the NCDWQ Wetlands Rules { 15A NCAC 2H.0506(b)(6)}, mitigation will be required for impacts of greater than 1501inear feet to any single perennial stream. In the event that mitigation becomes required, the mitigation plan should be designed to replace appropriate lost functions and values. In accordance with the NCDWQ Wetlands Rules { 15A NCAC 2H.0506 (h)(3)}, the NC Wetland Restoration Program (NCWRP) may be available for use as stream mitigation. ■ The Mountain Creek watershed, including Little Mountain Creek, is one of 55 watersheds in the Yadkin-Pee Dee River basin that has been identified by the NCWRP as an area with the greatest need and opportunity for stream and wetland restoration efforts. This watershed will be given higher priority than a non-targeted watershed for the implementation of NCWRP restoration projects. Please contact NCWRP or the NC Division of Ecological Enhancement for mare information if this project requires mitigation. ■ DWQ prefers replacement of bridges with bridges. When practical, the DWQ requests that bridges be replaced on the existing location with road closure. Thank you for requesting our input at this time. The DOT is reminded that issuance of a 401 Water Quality Certification requires that appropriate measures be instituted to ensure that water quality standards are met and designated uses are not degraded or lost. If you have any questions or require additional information, please contact Cynthia Van Der Wiele at (919) 733.5715. pc: Steve Lund, USACE Asheville Field Office Chris Militscher, USEPA Marella Buncick, USFWS Marla Chambers, NCWRC File Copy a. �,_ �, ,- ;;�:', � '' - �- `:orth Clrolina Department of Gnvironmcnt an�i Nattiral Resutirccs :1licliacl F. E:islcy, Go�es��or ��'illiani G. Foss Jr., Sccrctary ��1� 19 �0 �� '`' N1A}''� � � � � '�c�iv�o r �ro� 0 NIFNIORANDUM T0: FRONL SUBJEC"I': PRO.iFC'T # n ii FOREST SERVICE 1� �� / Melba McGee, Office of Legislative Affairs Bill Pickens, NC Division Forest Resources �iOrtll C:iC01iIt:1 Division oC Furest R�tic�urces St:�nford 11. Adams, Uircctor 2411 Old US 70 West Clayton, NC 27520 May 18, 2004 UO�I' Scoping for Wideniiig Ni: 2�%27 from NC %�lU to tile Pee Dee I�iver, Stanley County 04-02 S� and TIP # R-2530B Th� Nerili Carolina Division of Forest kesources has revie�ved the referenced scoping docuinent and uii�rs the follo�ving comments that siiould be addressed in the EA concerning impacts to �.voodlapds. 1. Tl�e widening of an existing road�vay usually has fe�ver impacts to forest resources than a ne�v �ocation project. So that we can evaluate coilstruction impact, list, by timber type, the total fo.est lan� acreage that is i-emoved or taken out of forest production as a result of the project. If no ur:pacts wili occur please state so in the document. 2. Aclriitionally, efforts should be made to ali�n corridors to minii;lize impacts to woodlands ill the ioiio�vin�� order oi pricrity: • Managed, hi�h site indeY woodland • Productive forested woodlands • Managed, lower site index woodlands s i_i„_iq�.�.e foiest ecesy�t�ms • Llnmanaged, fully stocked ��oodlands • Unmanaged, cutover woodlands • Urban woodlands 3. The EA should include a summary of the potential productivity of the forest stands affected by the proposed project. Potential productivity is quantified by the soil series, and is found in the USDA Soil Survey for the county involved. 4. The provisions the contractor will take to utilize the merchantable timber removed during construction. Emphasis should be on selling all wood products. However, if the wood products cannot be sold then effot-ts should be made to haul off the material or turn it into mulch with a tub grinder. This practice will minimize the need for debris burning, and the risk of escaped fres and smoke management problems to residences, highways, schools, and towns. 1616 hl:iil Scrvice Ccntcr, P.al�i`�f�, �luitli Carolina ?76`)`)-I(i01 I'lu�n�t �) I�) - 7 i i-"_' I(>�' \ F;\ \ 919 - 7 i i-�i l iS \ Int�'rn�tt w'.;'�v cifr �t;tf�'. rc it� 5. If woodland burning is needed, the contractor must comply with the laws and regulations of open burning as covered under G.S. 113-60.21 throu�h G.S. 113-60.31. Stanley County is a non-high hazard county, and G.S. 113-60.24 requiring a regular burning permit would apply. 6. The provisions that the contractor will take to prevent erosion and damage to forestland outside the right-of-way. Trees, particularly the root system, can be permanently damaged by heavy equipment. Efforts should be to avoid skinning of the tree trunk, compacting the soil, adding layers of fill, eYposing the root system, or spilling petroleum or other substances. 7. The impact upon any existing greenways in the proposed project area should be addressed. bVe appreciate the oppoi-tunity to comment on the proposed project, and encourage the impact on our forestland be considered durinQ the planning process. �c: �ar�y �e�v North Carolina Department of Environment and Natural Resources Division of Soil and Water Conservation �•� Michael F. Easley, Governor �� William G. Ross Jr., Secretary N C D EN R David S. Vogel, Director MEMORANDUM: TO: Melba McGee /,��`,. � FROM: David Harrison � April 19, 2004 SUBJECT: NC 24 — 27 Improvements. Widening from NC 740 to multi-lanes west of the Pee Dee River. Stanly County. Project # 04-0285. The NC Department of Transportation is studying nroposed improvements to NC 2..4 -?7 in Stanly County. If construction is restricted to existing right-of-ways, there should be no impact to Prime o: State::�ide �r.portant Farmland. Any acquisition of additicnal rigr.t-of-ways for increase size, capacity or changes in approach could affect Prime or Statewide Important Farmland. In that case, th� environrr�entai assessment should include information on adverse impacts. The dzfinition of Prime or Statewide Important Farmland is based on the soil series and not on its current ?and us�. Areas that are developed or are �vithin municipal boundaries are exempt from consideration as Prime or Important Farmland. For additional information, contact the soils specialists with the Natural Resources Conservation Service, liSDA, Raleigh, NC at (9191 873-2141. 1601 Mail Service Center, Raleigh, North Carolina 27699-1601 Phone: 919 — 733-4)84 \ FAX: 919 — 715-3060 \ Intemet: www.enrstate.nc.us/ENR/ AN EQUAL OPPORTUNITY \ APFIILVIATIVE ACTION EMPLOYER - 50% RECYCLED i 10% POST CONSlIV1ER PAPER �� tate of North Carolina ReviewingOffice:_ /Vl /\.l I NC�ENR Department of Environment and Natural Resources ProjectNumber: '� DueDate: ��3��' INTERGOVERNMENTAL REVIEW - PROJE� COMMENTS After review of this project it has been determined that the D:.NR permit(s) and/or approvals indicated may need to be obtained in orderfor this project to compiy with North Carolina Law. Questions reaarding these permiu should be addressed to the Reaional Office indicated on the reverse of this form. All appiications, information and auidelines relativeto these plans and permiu are available from the same Regional Office. PERMfTS � IPermit to construc[ & operate wastewater treatment facilities, sewer system extensions & sewer systems no; discharoing into state suriac=waters. SPrCIAL APPLICATION PROCEDURES or REQUIREMENTS Appii;ation 90 days betore beoin construction or award of construction contracts. On-she inspeaion. Post-appli�ation technical conference usual. ('� NPD=S-permitto discharge into surface waterand/or I Application 1 BO days betore beain activity. On-site inspettion preapplication permit to operate and construct wastewater facilities conference usual.Additionally, obtain permit to construct wastewater treatment d'acharging into state surface waters. I facility-aranted aiter NFG�S. nepiy time,30 days aiter receipt or plans or issue of NPDES permit-whichever is later. � ( Water Use Permit J� � Weli Construction Permit (�) Dredge and Fil Fermit � � F�r�it :o ccrs,cucc � o��rate ;,ir F�If�t��r� :,oatement i�aciiities an�ier Emissic ;�curc?s as per 15 A NCAC (�v.0? G0, 2 J.r�zp0, 2 H.u6C0) ,� I Any �uer� �urnir,r_ ,:so=ia?e� ti,itn suoi°cz c�o,.^.^sz! � mu;' be in cc:-pi�z�ce with i 5 A i.�a.� Z�.� 9C0 -" i �emolir.on or renovarions c,r Si�UQU�aS ��)�iri!?Itlg � �� , I 1 0SD?SiDS �T1BTE�iol ,^,IUSt b� in coR;�.lianr-� bvi;j i 1� A iJCA� �D.1 i 10 ia) j i) wni^.; rcq;:ires no;ir�a:�on i iand remr..ual or�crtt� �emoliticn. Ccr�ac: r•sL�estos I .I Cor;;rol C�c::p �19-i ;�-Ud2(.. i j`j ICemp!ex 5ource Permit reeui:e� und�r 75 A �CAC 2D.U8UC Preapplication technical conrerence usualiy necessary Complete appli�tion must be received and permit issued prior to the inshllati^.n n,'a well. Appliation copy must be served on each adjacent ripariar, property owner. Or-sce inspettion. Preapplication conference usual. Filling may require Easemert to r"ill from N.0 Department oi Administration and Fede21 Dredge and Fill Permit. N/A N/A —� ; Ti_ Sedimer.2;ior °olluticn C�r,trol Ac; c` 1973 mus� be properly addrcsseti for an� land dis2urbing aaiviry. An erosion & sedi;n2r„ati.,n � I �ontrol pian will 6e required if one or more acres to be disturbed. Plan filed with proper R.-rainnal Ofrice (Land Quality Settion) at least 30 � czys ceiere ��,i�r:ina zttivit}c �, fe� cf ;40 forthe fir; zcre or any part of an aue. � I The Sedimentacion Pollution Control Aa of 1973 must be addressed with respea to tne reierenced Local Ordinance. i • -- �� Mining Permi; On-she ;�spection usuai. Su� ety Gond filed witn DENR. Bonc amount vares w�;n I I ,, p� mine z^d ^:;^�::;�; u; acres c� aiieaed fard. Any zre mined oreaterthan one acre must be oermittec. The �poropriace bond must be received'before tne permrt can be issued. � I Nortn Carolina Burning permit On-site inspe[tion by N.0 Division of Forest Resources if permit exceeds 4 days �I Special Ground Clearance Buming Permit-22 counties On-site inspection by N.C. Division of Forest Resources required °if more than five in coas�al N.C..with organic seils. acres of around ciearino ac[ivities are involved. Inspections should be requested at leas[ ten days be�ore attual burn is pianned." � I Oil kefinino Facilitie<_ N/A Normal Process Time (Statutory Time Limit) 30 days (90 days) 9G- 120 days (N/A) 30 days (N/A) 7 days (1 S days) 55 d'ays (90 day�` 50 days bU (1�V5 i90 days'� 20 days (30 aaysj 30 days 3C cays (60 days) 1 day (N/A) 7 day (N/A) °G - 120 days (N/A) � Dam Sarery Ferm'r, I,' permr, required, appiication 60 days berore beain construaion. Applicant must nire N.C.aualified enoineerto: prepare plans,inspect construction,certify construction is accordinq to �cNR approved plans. May also reauire permit under mosqurco control proaram, and a 404 permit irom Corps o` cnaineers. 30 dav� An insoection o* site i� necessaryto veri"ry Hazard Classificanon. A minimum (oD days) fee or 5200.00 musi accompany the apolication. An additionai processina fee based or, a percentaoe or the to.al project cost will be required upon completion. P�RMITS � I Permit to drill exploratory oil or gas well � I Geophysica� Exploration Permit ❑ I Sate Lakes Construction Permit � I 401 Water Qualiry Certification � I CAMA Permit for MA10R development (� I CAMA Permit ior MINOR development SPECIAL APPLICATION PROCEDURE$ or REQUIREMENT File surety bond of 55,000 with DENR running to State of N.C. conditional that any well opened by drill operator shall, upon abandonment, be plugged according to DENR rules and regulations. Application filed with DENR at least 10 days priorto issue of permit. Application by lettec No standard appliotion form. Application fees based on structure size is charged. Must include descriptions & drawings of strutture & proof of ownership of riparian property. N/A 5250.00 fee must accompany application 550.00 fee must accompany application � I Several geodetic monumenu are loated in or nearthe project area. If any monument needs to be moved or destroyed, please noti"ty: N.G Geodetic Survey, Box 27687 Raleigh, N.G27611 I�I Abandonment of any wells, if required must be in accordance with Title 75A.Subchapter 2C0100. Normal Process Time Sta.utoryTime LimiU . 1Ddays i (N/A) � I Nc?�cztion c`the proper regional office is requested if "orphan' underground sto2ge tanks (U5T5) are discovered durino an excavatien o Y p�ration. i�� ompliance with ! SP, NCAC 2H 1000 (Coastal Stormwater Rules) is required. " i G*her co;r,mentc - l+Tt�ci aaditional paaes as necessar , bein A Y 9 certain to cite comment authority) i.� -- � f� � �; ., � ,� , �- 1..,,,c� e.��e.�� ` c��., b . � �. a,/9vr r,.,,� ��_��_oy ''.� �� r n�ks f �c r;�`- ,�; . t;� %� v =��` _ , � ;J �� ,%� �� : .� ' <� . ' i.,,�., c <�-�-�-,��,.,...:.-..,��... � ):'2 �=- ,.,�.: ; . j-.'�, -- jl'= �%r,-��-"� .� ..l 1 D days (N/A) 15 - 20 days (N/A) 55 days (130 days) 60 days (730 days) 22 days (25 days) 45 days (N/A) d, v►�e �_ c� l?' �!-t w,`%�i , REGIONAL OFFICES Questions reaarding these permits should be addressed to the Regional Ofrice marked below. ❑ Ashevilie Regional Office �J� Mooresville Regional Office 59 Woodfin Place ❑ tiNilmington Regional Ofrice 919 North Main 5treet 127 Cardinal Drive Extension Asheville, N.C.28801 Mooresville, N.C.28175 (828) 251-0208 Wilmington,N.C.28405 (704) 663-1699 (910) 395-3900 ❑ rayetteville Regional Offi;e � Raleigh Reaionaf Office , 2?5 Green Street, Suite 714 ❑ Winston-Sa,em Regional �ffice 3800 Barrett Drive, P.O. Box 27687 585 Waug�town Stre�t rayettevilie, N.C. 28301 Raleiqh, N.C.27611 (910) 486-15�1 Winston-Salem, N.C. Z7107 (919) 571-4700 (330) 77 i -4600 ❑ Washinoton Regional Offce 9�3 Washington Square Mall Washington, N.C.27889 Q�2) 946-648 i DEPARTMENT OF ENVIRONMENT AND NATURALRESOURCES DIVISION OF ENVIRONMENTAL HEALTH Inter-Agency Project Review Response Project Number p _ oz�j— County � ivL NC Z�(� L?- (.✓! �E,.-. r G Project Name ��-,TF � r Type of Project �LP �.—G �/ T�he applicant should be advised that plans and specifications for all water system ` improvements must be approved by the Division of Environmental Heaith prior to the award of a contract or the initiation of construction (as required by 15A NCAC 18C .0300et, seq.). For information, contact the Public Water Supply Section, (919) 733-2321. � This project will be classified as a non-community public water supply and must comply with state and federal drinking water manitoring re�uir��ents. �or more infcrmation the appiicant shouid contact the Public Water Supply Sectior�, (��i �?1 ?33-2321. (�� If this project is construc,ed as prcN�si;�, ��a vv�ll recom:ner;d ci�sure of _�_ tee± of ad;acent waters to the i-�arves! cf she{�fish. For inforriation regGrding the sheilfis!� sanitation program, the applicart sho�.�id rontact ihe �helifisi�i San;!a;;or Sectior at (25?_; i ( iJ'V(� 2i. [] The soil disposai arna(s) proposed �,;r t��is prnieri ma;� uroducf: a m��squ�to brecding �;rohi;=�m. For information conceming aoprop� iate rn�.�r�uiro control mPas��res, tf�e u;�plicant should contact the Public Hea!th Pest iviana�emen: �ectiar� at (252) i'26-8570. �� '-' ��pp(icant shouid be advi�ed thai prior to the r�;� � ��.�val or demolitio�; of u;lap�dated LJ i iiC a �• �.+�• i; structures, a extensive rodent control prograrn may be r;�r,essary in ordtr t�, pre•�eiit the mig=ation of the rodent� to adjacent areas. For inf�rmation coi�c�rniny rodGr�i co�t,oi, contact the local health department or the Pu�(�c ��?a;i ; F'cst ;v;ar,ayement ��r�ion at (919) 733-6407. ❑ i he applicant should be advised to contact the local health department regarding their requirements for septic tark installaticns (a� r�qui�ed under 15.A NCAC 18;a. 1900.et. sep.1. For information cc�c4�riii�� jQ�tIC lanl; ; r�ca ct"�r on-:;�;., v��;;�� ;;;��c � UJ.JCi� !ii i1�G�.�.� ccn,act the On-Siie'vVastewaier 5ection a� (�19) 733-�395. � The applicant should be advised to contact the local health department regarding the sanitary facilities required for this project. If existing water lines wili be relocated during the construction, plans for the water line relocation must be submitted to the Division of Environmental Health, Public Water Supply Section, Technical Services Branch, 1634 Mail Service Center, Raleigh, North Carolina 27699-1634, (919) 733-2321. � ❑ For Regional and Central Office comments, see the reverse side of this form. �2 � i j �� Z� lC P(n� SS � � 2 t j D�_— � Reviewer Section/Branch Date j,:� ,� i !� _..____�_..._ u_._._.._ --- � . , , � , ;; , _ �, ,- _. - �� y :��j�� DEPARTME� NT'�-O�F' E�L:�[RONMENT A� '"; ,. Project Number NATURAL RESOURCES G� - Da ,� DIVISION OF ENVIRONMENTAL HEALTH Coun� r Inter-A, �ency Proje� Review Response � /vL',?4-d 7dr%id�ii•� �'r��74-C� � mo�fie�Es �� , �roject Name �� ee�%e �'✓er ��/� Type of �roject �� Cowr�ry �(,�� Comments provided by: ❑ � Regionai Program Person Regional Engineer for Pubiic Water Supply Section ❑ Central Office program persor Name: /J 2�� Sr � z E 2 Date: u 2� �° i elephone number: �° `� �4 .�' �� '� Proaram wi!hin Division of Environmertai Health: ❑ p�ablic Water Supply j_._! Other, �lame oi Program: h�sponss (check all appiicaole): � "�c objecticn to proje�t as proposed ❑ No comment ❑ Insufficient information to complete review (� Comments attached � Si� a�c/LJ ❑ See �omments beloN� Return to: Public Water Supply Section Environmental Review Coordinator forthe Division of Environmental Health �+,��'. � ,� � � S!ir�/�.� ��1� � � �'� �-`�� 0�' ;� �Q�`��Q��4�� tL� ilJ�' i�i ��. �� . f� � oG J� ( �� i � � `�� Fa� `'..� N � � �`� �' d? �_ � ��= � � � ��=�> MAY 20 p¢ � '�a��'E'��FO � ��Ys p� , �f ` � C � North Carolina Wildlife Resources Commission � TO: F�ZO'��I: �ATE: SUB�ECT: Charles R. Fullwood, Executive Director t�Ielba NlcGee, Environmental Coordinator Office of Legislative and Intergovernmental Affairs, DENR �:�ar?a C`l:ambers, Higl-iway Projects Coordinator Ha�iiat Conse�vation Frogram, NCWRC �1ay 1%, 2C0� �� a�v��,�.�2 Rzview of NCDOT scopLng sheets for NC 24-27 widening fr�rri �dC 74� to v-.�est uf il�:, Pr:e Dee Ri:�er, St�nly County. TIP I�ie. R-2�30R. iticrtn Caroiina Department of Transportation (NCDOT) is requestiny comrients from the N�rth Carolina �k'i idlife Resnurces Com.r:iission (�iCW�C) rega; din� i.�pacts to fish :�� :Idi��? res� ��;ces rzsu:ti�g �ro:n the subject project. S±aff biologists have reviewed the intorrnation providPd on the seoping sheets and have th� toilewing preiiminar_y comments. ThPse comments are provicied in acco:dance with the �rovisions of the 1�1a±ional Environmental ��liu� Act (42 U.S.C. 4332(2)(c)) and the Fish and Wildlife Coordination ��ct (48 Stat. 40i, as amended; �� U.S.C. 661-b67d). The NCDOT proposes to widen NC 24-27 to four lanes fi•om NC 740 to west of the Pee Dee River. it apuea; s the projec� will impact drainages of the Pee Dee River (Lake Tillery), inciudinn� ivloar:ta.i;� C'�e°k and Jaccbs �reek, both classified as WS-TV. The Pee D�e River i.s ciassit�ec� vV�-I J and B CA. The Carolina creekshell (Villosa vaughaniana), Federal Species of Concern and state Endangered, and notched rainbow (V. constricta), state Special Concern, occurs in the Mountain Creek drainage. The eastern lampmussel (Lampsilis radiata), state Threatened, occurs in Jacobs Creek and other tributaries of Lake Tillery. Mussel surveys should be conducted in any directly impacted perennial streams. If state or federally listed species are found, NCDOT should consult with the appropriate resource agencies. Strict sedimentation and erosion control measures will be important for this project. In addition, to help facilitate document preparation and the review process, our general information needs are outlined below: '�Tailinb Address: Di�-i�ion ut Inland Fisheries • 1 i? 1 l�Iail Sei-vice Center • Raleigh, NC 2 7699-1 72 1 Telephone: (919j 733-3633 esr. ?31 • Fas: (919} 715-76�43 C �- �_� NC 24-27, NC 740 to West of Pee Dee R. Mountain & Jacobs C<eeks, Stanly Co. 2 May 12, 2004 Description of fishery and wildlife resources within the project area, including a listing of federally or state designated threatened, endangered, or special concern species. Potential borrow areas to be used for project construction should be included in the inventories. A listing of designated plant species can be developed through consultation with the following programs: and, The Natural Heritage Program N. C. Division of Parks and Recreation 1615 Mail Service Center Raleigh, N. C. 27699-1615 (919)733-7795 NCDA Plant Conservation Program P. O. Box 2?547 Ralei;h, N. C. �?751 � (919) 733-3610 2. Description of any streams or wetlands aftected by the project. If applicable, include the linear feet of stream that will be c�:unr.el«..,d :,r relocated. ;. Cuver i��ie r:iaN� sriowi�i� wetland acrea�� impacted b� the project. i�etland acreage shoulu u�ci�ide a:� �rojec�-.-ela�ed aieas t'r.at ma�� undergo hydrologic change as a result of ditchin�„ other drainage, or fillirig fc�r project cor�st� uciion. Wetland identification may be ac:.�e..�plished tr.rcu�h ceordination with the U. S. flrmy Corps of Engineers � U SACE). If tne li�� CE is not constilte�, the person delineating wetlands should be identifiea and criteria iis±ed. 4. ��ovPr t�pe maps sho�x�inb acreage of upland wildlife habitat im��acted by the proposed project. Potential barraw si±es and waste ar�ya� shoulc� re incl��ded. Show the extent to which the project will resuit in loss, dPgradation, or fragmentation of wildlife habitat (wetlands or uplands). IT:C�U(�� iil� ii11�1�T�uilOT1 �IC�il 101' C`v<�ll�lli�. ::11[i!iillLlily' O1' COTii��.TiSat1I1� fOI' u1Tei:i �z11u indirect degradation in habitat quality as well as quantitative losses. 7. Address the overall environmental efFects of the project construction and quantify the contribution of this individual project to environmental degradation. 8. Provide a discussion of the probable impacts on natural resources, which will result from secondary development, facilitated by the improved road access. 9. If construction of this facility is to be coordinated with other state, municipal, or private development projects, a description of these projects should be included in the environmental document, and all project sponsors should be identified. NC 24-27, NC 740 to West of Pee Dee R. Mountain & Jacobs Creeks, Stanly Co. May 12, 2004 Thank you for the opportunity to provide input in the early planning stages of this project. If you have any questions regarding these comments, please contact me at (704) 485-2384. cc: Marella Buncick, USFWS Cynthia Van Der Wiele, NCDWQ Sarah McRae, NCNHP �.-�� , �,��. � �� ¢�." � l` '4 <.t `'. �; � North CarolinaWildlife Resources Commission � Charles R. Fullwood, Executive Director TO: Gregory J. Thorpe, Ph.D., Director Project Development and Environmental Analysis Branch, NCDOT FROM: Marla Chambers, Highway Projects Coordinator ��J�f-L�,� �e� ��,�� j��„e_� Habitat Conservation Program, NCWRC DATE: March 11, 2004 SUBJECT: Review of NCDOT scoping sheets for NC 24-27 widening from NC 740 to west of the Pee Dee River, Stanly County. TIP No. R-2530B. North Carolina Department of Transportation (NCDOT) is requesting comments from the North Carolina Wildlife Resources Commission (NCWRC) regarding impacts to fish and wildlife resources resulting from the subject project. Staff biologists have reviewed the information provided on the scoping sheets and have the following preliminary comments. These comments are provided in accordance with the provisions of the National Environmental Policy Act (42 U.S.C. 4332(2)(c)) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d). The NCDOT proposes to widen NC 24-27 to four lanes from NC 740 to west of the Pee Dee River. It appears the project will impact drainages of the Pee Dee River (Lake Tillery), including Mountain Creek and Jacobs Creek, both classified as WS-IV. The Pee Dee River is classified WS-IV and B CA. The Carolina creekshell (Villosa vaughaniana), Federal Species of Concern and state Endangered, and notched rainbow (V. constricta), state Special Concern, occurs in the Mountain Creek drainage. The eastern lampmussel (Lampsilis radiata), state Threatened, occurs in Jacobs Creek and other tributaries of Lake Tillery. Mussel survey should be conducted in any directly impacted perennial streams. If state or federally listed species are found, NCDOT should consult with the appropriate resource agencies. Strict sedimentation and erosion control measures will be important for this project. In addition, to help facilitate document preparation and the review process, our general information needs are outlined below: Mailing Address: Division ot Inland Fisheries • 1 l21 Mail Service Center • Raleigh, NC 27699-1721 Telephone: (919) 733-3633 cYt. 281 • Fax: (919) 715-7643 NC 24-27, NC 740 to West of Pee Dee R. Mountain & Jacobs Creeks, Stanly Co. 2 March 1 l, 2004 Description of fishery and wildlife resources within the project area, including a listing of federally or state designated threatened, endangered, or special concern species. Potential borrow areas to be used for project construction should be included in the inventories. A listing of designated plant species can be developed through consultation with the following programs: and, The Natural Heritage Program N. C. Division of Parks and Recreation 1615 Mail Service Center Raleigh, N. C. 27699-1615 (919) 733-7795 NCDA Plant Conservation Program P. O. Box 27647 Raleigh, N. C. 27611 (919) 733-3610 2. Description of any streams or wetlands affected by the project. If applicable, include the linear feet of stream that will be channelized or relocated. 3. Cover type maps showing wetland acreage impacted by the project. Wetland acreage should include all project-related areas that may undergo hydrologic change as a result of ditching, other drainage, or filling for project construction. Wetland identification may be accomplished through coordination with the U. S. Army Corps of Engineers (USACE). If the USACE is not consulted, the person delineating wetlands should be identified and criteria listed. � 4. Cover type maps showing acreage of upland wildlife habitat impacted by the proposed project. Potential borrow sites and waste areas should be included. Show the extent to which the project will result in loss, degradation, or fragmentation of wildlife habitat (wetlands or uplands). 6. Include the mitigation plan for avoiding, minimizing or compensating for direct and indirect degradation in habitat quality as well as quantitative losses. 7. Address the overall environmental effects of the project construction and quantify the contribution of this individual project to environmental degradation. Provide a discussion of the probable impacts on natural resources, which will result from secondary development, facilitated by the improved road access. 9. If construction of this facility is to be coordinated with other state, municipal, or private development projects, a description of these projects should be included in the environmental document, and all project sponsors should be identified. NC 24-27, NC 740 to West of Pee Dee R. Mountain & Jacobs Creeks, Stanly Co. 3 March 1 l, 2004 Thank you for the opportunity to provide input in the early planning stages of this project. If you have any questions regarding these comments, please contact me at (704) 485-2384. cc: Marella Buncick, USFWS Cynthia Van Der Wiele, NCDWQ Sarah McRae, NCNHP l��rl� ��!�;�� ;�-� C �v�c ; �; .,. ��" �� "_� `'� ',�,�,� �� '� «�� ;;�'" North Carolina Department of Cultural State Historic Preservation Office Michael P. Easiey, Governor Lisbeth C. Evans. Secretary Jeffrey J. Crow, Deputy Secretary May 24, 2004 MEMORr�NDUN1 TO: Greg Thorpe, Manager Project Developinent and �n�ruonmental r�nalysis Branch Division of Highways Department of Transportation FROM: David Brook .. ' �� - Re: NC 24-27 Widening from NC 740 to multi-lanes �vest of the Pee Dee RiveY, R-2530B, Stanl�� County, ER 04-0086 /a�.� � � ��,� � E- � = �. . -' ,. ��ces ;. i]�� \ , \!F."-,_N Ih)•� _.]\ii� Thank you for youi letter of April 1, 2004, requesting information from our files and our recommendations. In the future, plotting projects on 7.5' USGS quadrangles �vill facilitate our revie�v. For ne�v location areas �ve recommend archaeological sui-�rey. This is especiall�� unportant for drainage crossings. Much of this region is archaeologicall�� sensiti�re and eligible archaeological sites e�ist. Based upon nearby National Register listed sites and archaeological sites in this region, ��e rccommend that an archaeological sui-�Tey be conducted. We recommend that a comprehensi�re sui-�Tey be conducted by an e�perienced archaeologist to identif�� and evaluate the significance of aichaeological iemains that may be damaged or destroyed by the proposed project. Potential effects on unknown resources must be assessed prior to the initiation of constiuction activities. We recoinmend no archaeological surve�= �vhere the project is to be constructed within or crossing an existing ROW and in developed or distuibed areas. Two copies of the resulting aichaeological sun=ey report, as well as one copy of the appropriate site forms, should be forwarded to us for revie�v and comment as soon as the5� are a�railable and well in advance of any constiuction activities. �1 list of archaeological consultants ��ho have conducted or ezpressed an interest in contract work in North Carolina is a�=ailable at �vw�v.arch.dcr.state.nc.us/consults. The archaeologists listed, or any otheY experienced archaeologist, ma�� be contacted to conduct the recoinmended sui-�7ey. On January 14, 2004, Sarah McBride our preseivation specialist for transportation projects met with North Carolina Department of Transportation (NCDO"I� staff for a meeting of the minds concerning the above project. Location �1ailing Address Telephone/Fax ADMINISTRATION 507 N. Blouot Street, Ralcigh NC 4617 Mail Service Center, Raleigh NC 27699-4617 (919)733-4763/733-8653 RESTORATION 515 N. Blount Street, Raleigh NC 4617 Mail Service Center, Raleigh NC 27699-4613 (919)733-6547/715-4801 SURVCY & PLANNING SIS N. Blount Street, Raleigh, NC 46U Mail ServiceCenter, Raleigh NC 27699-4G18 (919)733-6545/715-4801 Based on our review of the information discussed at the meeting and our search of our maps and files, we have located the follo�ving st�uctures of historical or architectural importance �vithin the general area of this project: (ST 294) Green Top, s side NC 24/27 at the junction �vith SR 1740. (ST302) Melton Homeplace, n side NC 24/27 .3 mi E of junction �vith SR 1720. (ST 698) Smith Dairy Farm, e side NC 24/27 .4 mi N of SR 1720. (ST 685) Dennis-Barringer Homestead, n side NC 24/27 .3 mi W of junction �vith SR 1731. Bridge No. 51, James B. Gairison/S�vift Island FeiiS� Biidge, NC 24/27/73 o�Ter the Pee Dee River. We recommend that a Department of Transportation architectural histoiian identif�� and evaluate any structures over fifty years of age within the project area, and report the findings to us. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Advisoiy Council on Historic Preser�Tation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank j�ou for your cooperation and consideration. If STou have questions concerning the above comment, please contact Renee Gledhill-�arle5�, environmental re�=ie�v coordinator, at 919/733-4763. In all future communication concerning this project, please cite the above-referenced tracking number. cc: SCH I�Iaiy Pope Furr I�Tatt Wilkerson 1 ; .. �.1�G, l � ,,' � ,: , C�Y#� a� �;.C��xtt�tx.C� �Taxt� (��zaXt��x (1@�#ice n# #�e �ttgnr rtn� Cni#� Cnuixnxil Dr. Gregory J. Thotpe Environmental Ivfanagement Director Project Devel�pment and Environmental Analysis Branch N. C. Departrnent of Transportation 1458 Mail Service Center Raleigh, North Carolina 27699-1548 Re: TIP Project R-2530B Dear Dr. Thorpe: May 3, 2004 �� Mt" r�;��_��:�.: ; � �.�� tiG�:i��t:�;�� r , ... �� -. ► .�'.,: t,'��1 �, +r.� �.f�. �nx � 9u zsnuz-a��u We are writing ut regazds to the proposed d�ign standards for the wideiung ofNC 24-27 from NC 740 to west of the Pee Dee River. These stanciards were presented at the Public Officials and Citizens Informational Workshops that were held on March 29 in Albemarle. We are concemed that the proposed st�vldards for this project inside the Albemarle City limits woi�ld ut�lize a four- lane raised meclian rather tha.rt an unreshicted center ttuYi lane, which is the design for the exi,sting three-l�ute road. There are a number c�f eaisfiing businesses along this pc�rtion of the project, particularly between NC 740 and Anderson Grave Church Roaci. The City has received several complaints frum property owners along this section of NC 24-27, who are concemed that the proposed design would adversely affect their businesses. Accordingly, we wot�ld like to request a meeting with the appropriate Department of Transportation officials to discuss th�se concerns in more detail and explore potenfiial design altematives, such as a five-lane urban section. We would also request that this meeting be held as soon as converuent ui order to resolve these concerns before design begins for tlus project. Please contact our City Manager, Raymond Allen at (704) 984-9408 regarding anangements for this meeting. We look forwazd to having the oppoi�iuuty to disct�ss these concerns. C uncilmember l < �� C'C�>! Judy U. Holcomb Councilmember � � ��4��.��"� �E�� n�ood Councilmember Cc: Larry ��elms, N.C. Board of Transportation Benton Payne, 10`h Division Engineer Councilmember � � 5lATF v,� . �� ^°�,�� ' ,,,�,; _ �� Y��,� � North Carolina Department of Cultural Resources State Historic Preservation Office David L. S. Brook, Administrator Michael F. Easley, Governor Lisbeth C. Evans, Secreta�y Deceinber 28, 2001 1�11;1�IOR;�NDt?IvI TO: Williain ll. Gilinore, 1�Ianager Project De�-elopinent and Envuonmental Anal�•sis Bianch Division of Higlnva��s Depaitment of Transportation FROM: SUI3 J L,C"1': David Brook ��`�� '�C� 1�� ,,! , �'ln r.?�� Division of Archives and History Jeffrey J. Crow, Director Iinpro�-cments to NC 24-27 from the East end of the Pee Dee River Bridge to the Troy I��pass, Statc Projcct No. 6.559003 T, TIP No. R-2527, Montgomery County, ER 02-7546 'Thank ��ou for your letter of August 24, 2001, concerning the above project. This is an area rich in archaeological resources, some of �vhich are listed on and eligible for the National Rcgister. Two archaeological sites requiring additional �vork are 311�Ig482 and 311bIg1629 located within the proposed project area. I3oth sites �vere bisected by construction of the eYisting highwa��. They aie locatcd on the LT�vharrie Forest. 'I'his �vork �vill require coordination with the USTS. In addition, �ve ha�-e conducted a search of our files and are a�vare of no structures of historical or architectural unportance located �vithin the planning area. However, since a compiehensive historical aichitectural inventor�� of has never been conducted, there may be structures of which we are unaware located �vithui the planning area. We, therefote, recominend an architecttual suivey of d�e undertaking's area of potential effect. The above cominents arc made pursuant to Section 106 of the National Historic Presei-�ration Act and the r�d�-isoi�� Council on Historic Preservation's Regulations for Coinpliance �vith Section 106 codified at 36 CFR Part 800. '1'hank 5�ou for ��our cooperation and consideration. If ��ou have questions concerning the above comment, contact Reilee Uledhill-EarleS�, environinental review coordinator, at 919�733-4763. In all future communic�tion concerning this project, please cite thc abo�re-referenced tracking number. cc: 1��1ai�� Popc Furr, NCDO'T Matt Wilkerson, NCDOT Location Mailing Address Administration 507 N. Blount St, Raleigh, NC 4617 Mail Service Ccnter, Raleigh 27699-4617 Restoration 515 N. Blo�int St, Raleigh , NC 4613 Mail Service Center, Raleigh 27699-4613 Survey & Planning 515 N. Blount St, Ralcigh, NC 4618 Mail Service Center, Raleigh 27699-4618 Telephone/Fax (919)733-4763 •733-8653 (919)733-6547•715-4801 (919)733-4763 •715-4801 TIP � �-' �.�.�� F�de, al .�id � Counry .� �. CONCL'R.RENCE F+QR.��1 FOR PROPER'I'IES NC�T ELIGIBLE FOR. THE :V��TIONAL FEGISTER OF HISTLIRIC PL�.CES Brief Projecz l�escription On � _ `�� C� , repres�z�ta�sv�s �f e�c __'�, North Caroiina. Deparmaenz of Transportation (NCDOT} Federal Highway Admini,stration (FHwA} _�_ North Caroiina State Historic Preservaaon O�ce (Sh�'O) _.___._._ Othe: reviewed the subje�t project a* A SCDj�1II� III�LIIIL � Historic aretutectural resources photogra�h review sessioniconsu�cauoil r�- C)the: :�li parues presenL agreec there are no propezries over fifry years oid within tlle project's area of potential effect. there are no properties Iess than fifty years oid which are cansidered to meet Criterior. Consideration G within the project's area ot potential etrecc. ��J there are properties over fifty ye�rs old (Iist attac:�ed} witbin the project's area of potentiai errec., but based on the historical information avaiiable and the photo�raphs of each properry, properties idenr.ified as �° �� ar° considered not eligible tor the i�at�onal Re�ister and no rurther evaluation ot che:n is necvssar.� . �� rhere are no Nation.al Re�ister-listed propezties with.in the project's area of potential effect. � i�ned: �r�. ,� , Y �� r � ��` �,� �`� � a � � ;� ;. 6 i��:'� � � �"` °� �. � � � � -A� .k'�,�'€�' g � t.rt .. w �3-'s � ;ep �sentative, NCDOT � � � � ��.� � `" � � � > .� Da�e �HwA, for the Division .�.dministrator, or othe: Fe�er�l :�.�ency Dace e�re�en � ve, S t��e Hiscoric P:-eserva[ion Otitc°: Dace � � ��„� �� Date t i �i 5�i��.:�,� r-or� l('� �r�r+ r':.�r-{ .��1 � r� �• �F ;� � l �� F rl �ir' �..� 1...✓�..• � i5 v�.....��.�. .: �~lc�..li ..�./L�.• ,.�1 �.1�5 �'v�:� .Iji� '�i `� 1��u� iG'� ��Jl ��-V�� _ :�iC,�.:i�.�.�.:. APPENDIX B NEPA 404 MERGER TEAM CONCURRENCE FORMS Merger Project Team Meeting Agr�ement Cortct�rrence Paint Nc�. 1: Prpject Purpose a�d Need Project NamelDescription: NC 2427, Widen to multi-lanes from NC 740 in Albemarle in St�nly County to the Troy Bypass, west of Trvy, in Montgomery County TIP Projects: R-2530B, B-4974 and R-2527 WBS Nos.: 34446.1.�, 399221.1 & 35572.1.1 Th� �urpose c�f #hes� projects is to imprc�ve traffic filow and I�vel c�f service (L{�S} on the section of NC 24-27 througfi� the project study areas and to mainiain a bridge acrc�ss th� Pee �ee River that acidresses the needs of highway users. Th� ne�ds to be addressed by tfi�ese projects include: • Trans�ortation deficiencies exist alc�ng NC 24-27 in the project study areas which are proj�cted to increase substantially by the year 2030. � Bridge No. 51 over the Pee Dee River is cansidered structurally deficien# and is eligible for khe Federal-Aid Highway Bridge Program. • Mair�tain and improve the mobility and connec#ivity functions of t}�e NC 2�-27 corridor as part of the Stratec�ic Highway Corridor Vision and the Narkh Caralina lntrasta#e System. The Project T�am has concurred on this date of August 12, 2008, on the above mentioned projeet purpose and need and attached study corridor maps #ar TIP l�rojects R- 2530B, B-4974, and R-2527. ,.. 3. �� ? USACOE ✓ .°' ~ - '. � �'`-= �� USEP�,�'X`�`�-'r.�j� �'-_--,� USFWS USFS FHWA � ,.% yr� �-'`'/ ;'.�,,` /1�,��`-.�,..�_.. W RG ��"�`..�`�`'.�� ,,' 1'" S N PO �. F �WQ { ? � � , ' _��:I��,.�. � m �� \� Marger Prc�j�ci Tearn Meeting Agre�ment �ancurrence Point No. 2; Preliminary A€ternatives ta be studied in detaii Pr�ject lVamelDescription: NC 24-27, Widen #o multi-fanes from NC 740 in Albemarle in Staniy Ct�unty to the Troy Bypass, west af Troy, in Montgomery Cour�ty T!P Projects: R-2530B, B-4974 �nd R-2527 WBS Nos.: 3�446.�.6, 39922.1.1 & 355�21.1 ❑ Widenina Scenarios • Sec#ion 1- NC 740 to SR 1 i31 (�igures 6A to 6C and Map 1} � Asymmetrica! Wideninq ta th� North - 23' Raised Medi�n �r As mmeiricaf WidEnin to the South - 23' Raised Median ❑ ' • Section �-- SR 1731 to SR 1720 (Figures 6C to 6E and Map 1 j � Asvmmetrical Wiciening to the North - 46' Median �`' Asvmmetrical Wideninq to the,.Sauth -- 46' Median ❑ F ' • Section �- SR � 720 tc� SR 1818 (�igures 6� to 6G and Maps 1& 2) Asvmmetrical Wideninq ta the �lorth -� 46' Median _ Asymmetrical Wideninq ta #he South - 4�' Median • Sectir�n 4- SR 18�8 ta SR 1774 (Figures 6G to 61 and Maps 1& 2) � AsYrnmetrical 1Nidenina to the Norkh - 46' Median As mmefrical Widenin to the South t Brid e Auoic�ance - 46' Median + S�ctic�n 5-- SR 'I774 ta R1C 73 {Figures 61 tp 6J and Map 3) �., . Asymmetrical 11VidenincLt4 the North - 46' Median Asymmetrical Wideninq to the Sauth / Bridge Avoidance - 46' IVledian G�r3cUrrence Pc�int No. ? Mer�;er �Praject Teain �,9eeting r`��,�-cLir�cnt Page 1 c�f 2 .i._ • Sectinn 6-� NC. 73 to SR 1'134 {�igures 6J t� 6F� and Maps-3�;"4, & 5} ❑ As,�z��tr"icalwlNideninq to the N�h��- �6' Madian . �� :M ��y_F- Asymmetrical Wideninq to the Souih — 46' Me�'a�r-�-.�_ ��'S�ctis�n 7— SR � 334 to SR 1�50 {Figures 6P ia�6�:1� and�Maps 5& 6) _ _,� ��. �... ❑ Asymmetrical �JVidenir�c��'the North — 4�i' Median ❑ Asvmmet�rical�i�ieninq to #he South — 46' Median ��`� � The Project Team has concurret� on this date of August 12, 2008, on the above men#ioned preliminary aiternatives to be studied in detail for TIP Projects R-253(}B, B-4974, a�� R-2627. `�°°��. ,� ,�° ,. USACOE �-��`'�;�',� ..��' OT '� ' , i`� �� —� -- -- �°'� � ' �� ._......-.`°'>.. 3 j i # t # � A.<,�/7° f,/' .e,.r-�,� 3 �� '�� 115E �"--,,._ USFWS � �„ W �, USFS FNWA `�'.'�-� ",�` ..�-� �=� `� " ��..' ` _�. _ �,� �r� �,.��- �... 4 ��'`, ; � �= ._..� . �/ �: � �fF WRC --� .� . j,,= SHPQ ° �,.�....�. : rs��'��-'`� � �.e,.�� -�.,— 1 � � n �'_ � �..° � '� � Cc�i�curi-ence Poir�t �i<�. '? Mer�cr Prc�jec,t Tean� I��c�:ti��, r'��recma��t Pa�;4 2 «1' 2 Merger Project Team Meeting Agreement Concurrence Point No. 2: Preliminary Alternatives to be studied in detail Project Name/Description: NC 24-27, Widen to multi-lanes from NC 740 in Albemarle in Stanly County to the Troy Bypass, west of Troy, in Montgomery County TIP Projects: R-2530B, B-4974 and R-2527 WBS Nos.: 34446.1.6, 39922.1.1 & 35572.1.1 ❑ Wideninq Scenarios • Section 6— NC 73 to SR 1134 (Figures 6J to 6P, Maps 3, 4& 5) � Asvmmetrical Wideninq to the North — 46' Median��L°'�� ❑ Asvmmetrical Wideninq to the South — 46' Median • Section 7— SR 1134 to SR 1550 (Figures 6P to 6U, Maps 5& 6) ,� Asvmmetrical Wideninq to the North — 46' Median��ey�" �� ❑ Asymmetrical Wideninq to the South — 46' Median ❑ No Build Alternative The Project Team has concurred on this date of December 11, 2008, on the above mentioned preliminary alternatives to be studied in detail for TIP Projects R-2530B, B-4974, and R-2527. USACOE , T � , m �s�� USEPA,�"�``��` ��.. USFWS � USFS ��{ L.�i�"� j�t�,,� Il1�� FHWA , P W RC �~�i4�i��- _ S H PO t+�,�° DWQ Concurrence Point No. 2 Merger Project Team Meeting Agreement � " ��? .� `�, i=rsit�cl 4t��1c� F`c�rest �atic3n�r1 F't�r�cit� i�� ,'v�frth �C �r��iin� If�#? Zll.t,.�C:t);i °s i `�"i�f� :'� < ; 1)��t��t�;ccr�t c,f Srr�ice '�u�cni�;�>r`� t)�i'i�:� .4��F:1�'11..I_k: �+[." :��it�t-I��t#. , �; =- � :��t;r�a��l��rc �2f�-''�"-d.t�� 1��1�• t'r�e; � � ;�}_? I�az�: :i�rat�ar� f�, :?(i�1�3 �ts. I i �� 1=�ll�r �'r�,j�.�,t i'l;�ti��ir�s; �:►t}:il��:er 'v��-t}1 t:'��rc�ii��*� l)�;p��rtn��t ��i'"1'r<�r��r�ta�tif}r� i a�S '�i�iil '�c•r�ri�;e (.'es�tzr i�zl�l`I�fl, i`�i{ ��i)�)i}_tj,�}� i)t,"FiC ��ti. �,'t,i�t';.. `I l�i� ��ai�r i� i�t rc��>tt:�� t�� c�tzr r��.�� r�:�.srtlir�� 8��r �f�r��:��rr�;�t�� itt� �'��r��:ttrr�t��:�: 1';�it�t � t E)c�t��il�:ci �#�i�� .'�Iis:r��.�ti��:� {`<�rri�ct � �>r��o�rcl) ti,r �.}�i. �rr��r�,��tl�t�t ��f''tiC' ?�-� �, fr�� '�t ` "i��tt i€� .��i��°r��.arlt i�� t<st�i+, {'��,t4 tt� t�� r+�} t#�°�;�,:� sr� �=t+>s�t�c�ra�c�rr t'��nt� ��.�.}'. 1'r��.3�;�t I�- :'_`�' d i. °i }�c t taitc��i `�t��t�'s f°c7r��t ��'r�i�`c� �:cartc°�tr� i$t,�i i�sc; ;''�c�rt�t ti�i��e r�ic�4r�it��.� ,tltctt�a�ii��e� ��t�}�x�� ?c° ��rrit�i li:}r�+�tr� fi3r c��:t��ilzci ;�tu�i� li�� hc� �.°r��irs: ltr��tt� �?#�tt�c; �rc��:�:t ir��l��ii�� ti�c� �±rti��r�� >� t►t�: �r�:s�;�;t tl��at �4�,�aI�# ir��<��:t ttac t_��}�:�rr�c '�,�tz��r:�l 3•��rs��+i. 1�`; �c�� ii}r��4�r�1 ic� ct�ntinui�� t�? �t�rti�i��g�t� ita tl�� cr�<r ��r��.�� t.` ?�3-' 7. l(`��i t�:��t sari4 c�c��tic>�� r��,�r�iir�� t��i:�, �?icu.�� c�t>nt��:t �rlr�,.r� t`c�r�i��tc�r� <st (i��?:�i�-�?:�t�. ��ri�t�r�I�. �� . �` .3 '} � 'y g"' `; �1j�� (`�9 �!'' 1 ili.1.I�1E�[) 1�«rc�::t '�t}��r�'i�i�r � �:`:�rir�;; f€�r #P3t� l.�taci attcS +;c=r� rtt�; F'z�+}��ltz ., r< , ;�'r"`� il�erger Project ieam Meeting Agreement �� . Concurrence Point No. 2�: Alternatives to carry forward Proiect Name/Description: NC 24-27, Widen to multi-lanes from NC 740 in Albemarle in Stanly County ta the Troy Bypass, west of Troy, in Montgomery County TIP Projects: R-2530B, B-4974, and R-2527 WBS Nos.: 34446.1.6, 39922.1.1, and 35572.1.1 Alternatives and Aliqnment Review: The Project Team has concurred that the following checked alternatives be carried forward: R-25306, Section 1— NC 740 to SR 1731 ❑ Asymmetrical Widening to the North — 23' Raised Median ❑ Asymmetrical Widening to the South — 23' Raised Median � � �� i R-2530B, Section 2— SR 1731 to SR 1720 ❑ Asymmetrical Widening to the North -- 46' Median ❑ � Asvmmetrical Wideninq to the South — 46' Median �l � . .�-. i� R-25306, Section 3— SR 1720 to SR 1818 ❑ Asymmetrical Widenina to the North — 46' Median � R-2530B, Section 4— SR 1818 to west of SR 1778 ❑ Asymmetrical Wideninq to the North — 46' Median ❑ Asvmmetrical Widening to the South — 46' Median ►� . n /,� � i--= � �� Concurrence Point No. 2� Merger Project Team Meeting Agreement Page 1 of 2 B-4974, Section 5— west of SR 1778 to east of NC 73 ❑ Alternative 1- South side wideninq replace Bridge No 51 ❑ Alternative 2- South side wideninq, replace Bridqe No. 51 and No. 50 ❑ Alternative 3- North side widening replace Bridqe No. 51 and No 50 ❑ Alternative 4- Replace in place, replace Bridge No. 51 Comments: � �1��C��Y� l�� I•��d� R-2527, Section 6— east of NC 73 to SR 1134 � Asvmmetrical Widening to the North — 46' Median /"Best Fit" Comments: Concurrence was reached on December 11 2008. R-2527, Section 7— SR 1134 to SR 1550 � Asymmetrical Widening to the North — 46' Median /"Best FiY' Comments: Concurrence was reached on December 11 2008 The Project Team has concurred on this date of February 2, 2011, on the above mentioned alternatives to carry forward for TIP Projects R-2530B, B-4974, and R-2527. USAC Z � Z � � � . US ��----_,_�� 1 �" °-U! � USFS � Q� NCDOT ��. n •. .� 1 : � , USFWS i<: ��t�� ,��j�C;�. u FHWA �$-�-,�" �: -'L-.-� WRC��`�." � ;�°°/I DWQ � r' .� �l!/��....w.._ -;� �� DCR �� Concurrence Point No. � Merger Project Team Meeting Agreement Page 2 of 2 �,,��}� [Jnited States �oresQ 1Yafional Forests in North Carolina l60 ZILLICOA ST STE A ;� Department oi Service Supervisor's Ofiice ASHEVILLE NC 28801-1082 �� A�riculture 82� 257 4200 �'n!e ��de: 2730 ��gea l�ay 2, ZflI 1 Ms. Lisa Fe11er Project Planning Engineer North Carolina I�epartment of Transportation 1548 Mail Service Center Raleigh, NC 27699-1548 Dear Ms. Fe11er: This leiter is in response to your requesc rega�ding our concurrence with Revised Concurrence Point 2A �Detailed Sti�dy Alternatives to Carry Farward.) for the impravement of 1`dC 2�/27 located in Montgomery County, North Carolina (T.i.P. Project R-2527). The United States Forest Service concurs with the detailed study alternatives to cariy forward as presented, discussed, and agreed upom by the team at the field merger team meeting on February 2, 2011. We look forward to continuing to participate in the merger process for NC 24/27. If you have any questions regardang this, please con�act �aren �or�apto�a at (828) 257-4230. Sincerely, , �;`� �`�i� J � . � ` / �� `�..i � / � �� i �`'" 7V�1 � V � iZ1B.��dt�]1\1J' � Forest Super�risor � 7�� s �, �'��en� ffom ��e� lL,aanc9 a�� S��-vn�a� �'�o�9e Printed on Recycled Paper `�� Merger Project T'eam tV�eeting Agreement Concurrence Point No. 2A: Bridging Decisions Project Name/Description: NC 24-27, Widen to multi-lanes from NC 740 in Albemarle in Stanly County to the Troy Bypass, west of Troy, in Montgomery County TIP Projects R-2530B, B-4974, and R-2527 WBS Nos.: 34446.1.6, 39922.1.1, and 35572.1.1 Bridqing Decisions Review: The Project Team has concurred that the following locations utilize the specified bridge and culvert requirements: PROPOSED SITE l HYDRAULIC STRUCTURE COMMENTS STREAM ID REQUIREMENTS R-2530B: Retain & Extend 1@ 87.5" X 68" 1 / DITCH 87"X63" CMPA 2/ St-AN04+02 Retain & Extend 1 6' X 6' RCBC 3/ St-B Retain & Extend 1 6' X 6' RCBC B-�3974: Retain & Extend 1@ 7' X 7' 4 / St-T Bottomless RCBC SITE 5, Build a new 1135' bridge south of the Alternative 1/ existing bridges. Existing Bridge 51 Pee Dee River can remain in lace. SITE 5, Build two new 1155' bridges south of Alternative 2/ the existing bridges. Existing Bridge 51 Pee Dee River can remain in lace. SITE 5, Build two new 1255' and 1315' bridges A�ternative 3/ north of the existing bridges. Existing Pee Dee River � Brid e 51 can remain in lace. SITE 5, Remove Bridge 51 and replace it with Alternative 4/ a new 1170' bridge. Existing Bridge 50 Pee Dee River will remain in lace. R-2527: 6/ SA Retain & Extend 2 10 X 7 RCBC 7/ SB-1 Retain & Extend 2 9 X 7 RCBC 8/ SD Retain & Extend 2 10 X 7 RCBC 9/ SE Retain & Extend 2 7 X 7 RCBC ��-C, 0.�, ,r.c,. � o. � o T� i� 10 / SY-A Retain & Extend 1 7 X 5 RCBC � 11 / SY-A Retain & Extend 1 7 X 5 RCBC 12 / SF-B Retain & Extend 3@ 9 X 9 RCBC e�a, �--� 13 / SY-B Retain & Extend 1 8 X 8 RCBC Concurrezice Point No. 2A Merger Project Teann Meeting Agreement Page 1 of 2 The Project Team has concurred on this date of February 2, 2011, on the above mentioned bridge and culvert requirements for TIP Projects R-2530B, B-4974, and R- 2527. USAC ' � Z � ' ��'� � 1 USE USFS N C DOT _��1 USFWS a. a�6Z1 FHWA�..�.�t . �CZ ;� a-- I �l� � ,i WRC �� /� �� f DWQ e2� � � DCR Concurrence Point No. 2A Merger Project Team Meeting Agreement Page 2 of 2 IVtergcr �raJectToam M�oting Agraement Goncurreg� PQir}�lo. 2 R�V; Alternalives lo carryfnrward Pro ect Nam sscrintlon; NC 24�27, Widon to multl•lanes irom NG 740 in Alhemarle in 5tanly County to iha Tray Bypass, w�st 4f lYoy; In Monigomery Gounly �IP Arolects: R-2G30B, 8•A974, pnd Ft-2fi27 S Nos � 34A46.1.6, 39922.i.i, atid 355f2,1.9 Altatna,jvos and Alianm�n� Rovloty;, Yhe PrOJect7eam has concurred that 1he follo►41ng checked al{ornatives be �arrled fonvard: 8-4974. SecSbn 6— wesl of SR 1778�to aesl of NC 73 � Rer��live j- SouEh slde wjd�,�,jnp• xealoce ��¢ge,j�,Q, 51 �----Atte�aliue��ealt�stdawide� Pj�-$rid�a.p��and-Nsr69 �%qit8fAR1�V6-3--�`iDF�b-6�(� Bq�N�iH69$/id49-%1Qr�-liA�f�% � Alle��ilye 4-,ftenlace (r� p��ep,t�ce B7idpe No 61 Commocits; 7he Project Tgatn h�s conrurred on Il�fs dale of Aupust 18, 2011, o� (t�o above monlioned Ailetnatives Io carry forv�a►d !ar 71P Projects R-25308, 8-4974, and �t-2527. u�AC��..� �- -----.� ' �•�� N�oor .� ,r �"'"•<F^�1 �� .C..��_...� USFWS USFy _ ---__- FHWA � �/yi��` "''' �j '' r � ....,. Wit{� DWQ !:/1"� >"�, ��/r ii._ �, � ;%Ji,1�.: ' � �i; ? i [`��-�KQ.�..�� '�' - Dc� � • Ia• t l Concuircncc t'aiut Nu. 2 1tL�V. A•forgcr Pfojcct Tomn Mcoling Agrtcment I'agu i of 1 , APPENDIX C NCDOT RELOCATION ASSISTANCE PROGRAM / RELOCATION REPORTS DIVISION OF HIGHWAYS RELOCATION PROGRAMS It is the policy of NCDOT to ensure comparable replacement housing will be available prior to construction of state and federally-assisted projects. Furthermore, the North Carolina Board of Transportation has the following three programs to minimize the inconvenience of relocation: • Relocation Assistance • Relocation Moving Payments • Relocation Replacement Housing Payments or Rent Supplement As part of the Relocation Assistance Program, experienced NCDOT staff will be available to assist displacees with information such as availability and prices of homes, apartments, or businesses for sale or rent and financing or other housing programs. The Relocation Moving Payments Program, in general, provides for payment of actual moving expenses encountered in relocation. Where displacement will force an owner or tenant to purchase or rent property of higher cost or to lose a favorable financing arrangement (in case of ownership), the Relocation Replacement Housing Payrnents or Rent Supplement Program will compensate up to $22,500 to owners who are eligible and qualify and up to $5,250 to tenants who are eligible and qualify. The relocation program for the proposed action will be conducted in accordance with the Federal Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970 (Public Law 91-646), and/or the North Carolina Relocation Assistance Act (GS-133-5 through 133-18). The program is designed to provide assistance to displaced persons in relocating to a replacement site in which to live or do business. At least one relocation officer is assigned to each highway project for this purpose. The relocation officer will determine the needs of displaced families, individuals, businesses, non-profit organizations, and farm operations for relocation assistance advisory services without regard to race, color, religion, sex, or national origin. The NCDOT will schedule its work to allow ample time, prior to displacement, for negotiations and possession of replacement housing which meets decent, safe, and sanitary standards. The displacees are given at least a 90-day written notice after NCDOT purchases the property. Residential owner- occupants or residential tenants will have a minimum of 90 days written notice to vacate from the date a comparable replacement dwelling has been located by the Right of Way Agent, and an offer of relocation benefits has beenmade. Business owners or business tenants will have a minimum of 90 days written notice to vacate from the date the offer is made to the owner of the property. The displacee will have a minimum of 30 days written notice to vacate from the date that the right-of-way claim is closed or from the time the property is condemned. Relocation of displaced persons will be offered in areas not generally less desirable in regard to public utilities and commercial facilities. Rent and sale prices of replacement property will be within the financial means of the families and individuals displaced and will be reasonably accessible to their places of employrnent. The relocation officer will also assist owners of displaced businesses, non-profit organizations, and farm operations in searching for and moving to replacement property. All tenant and owner residential occupants who may be displaced will receive an explanation regarding all available options, such as (1) purchase of replacement housing, (2) rental of replacement housing, either private or public, or (3) moving existing owner-occupant housing to another site (if possible). The relocation officer will also supply information concerning other state and federal programs offering assistance to displaced persons and will provide other advisory services as needed in order to minimize hardships to displaced persons in adjusting to a new location. The Moving Expense Payments Progam is designed to compensate the displacee for the costs of moving personal property from homes, businesses, non-profit organizations, and farm operations acquired for a highway project. Under the Replacement Program for Owners, NCDOT will participate in reasonable incidental purchase payments for replacement dwellings such as attorney's fees, surveys, appraisals, and other closing costs and, if applicable, make a payment for any increased interest expenses for replacement dwellings. Reimbursement to owner-occupants for replacement housing payrnents, increased interest payments, and incidental purchase expenses may not exceed $22,500 (combined total), except under the Last Resort Housing provision. A displaced tenant may be eligible to receive a payment, not to exceed $5,250, to rent a replacement dwelling or to make a down payment, including incidental expenses, on the purchase of a replacement dwelling. The down payment is based upon what the state determines is required when the rent supplement exceeds $5,250. It is a policy of the state that no person will be displaced by the NCDOT's state of federally-assisted construction projects unless and until comparable replacement housing has been offered or provided for each displacee within a reasonable period of time prior to displacement. No relocation payment received will be considered as income for the purposes of the Internal Revenue Code of 1954 or for the purposes of determining eligibility or the extent of eligibility of any person for assistance under the Social Security Act or any other federal law. Last Resort Housing is a program used when comparable replacement housing is not available, or when it is unavailable within the displacee's financial means, and the replacement payment exceeds the federal/state legal limitation. The purpose of the program is to allow broad latitudes in methods of implementation by the state so that decent, safe, and sanitary replacement housing can be provided. It is not felt that this program will be necessary on the project, since there appear to be adequate opportunities for relocation within the area. EIS RELOCATION REPORT North Carolina Department of Transportation RELOCATION ASSISTANCE PROGRAM X E.I.S. ❑ CORRIDOR ❑ DESIGN WBS: 34446.1.6 cou►vn Stanly Alternate 1 of 4 Alternate ►.�. No.: R-2530 B F.A. PROJECT SECTION 1— NORTHERN ALTERNATE �ESCRiPTioN oF PRO�ECT: West of NC 740 to SR 1731 (Sweet Home Church Rd.) Type of Displacees Residential Businesses Farms Non-Profit Yes X "_�_ _ ■ , � ESTIMATED DISPLACEES Owners Tenants Totai Minorities 9 4 13 1 4 3 7 0 0 0 0 0 0 1 1 0 ANSWER ALL QUESTIONS Explain all "YES" answers. 1. Will special relocation services be necessary? 2. Will schools or churches be affected by displacement? 3. Will business services still be available after project? 4. Will any business be displaced? If so, indicate size, type, estimated number of employees, minorities, etc. X 5. Will relocation cause a housing shortage? 6. Source for available housing (list). X 7. Will additional housing programs be needed? 8. Should Last Resort Housing be considered? X � 9. Are there large, disabled, elderly, etc. -1 families? X � 10. W ill public housing be needed for project? X 11. Is public housing available? X 12. Is it felt there will be adequate DSS housing housing available during relocation period? X 13. Will there be a problem of housing within X � �14 15. financial means? Are suitable business sites available (list source). Number months estimated to complete INCOME LEVEL 0-15M 15-25M 0 2 VALUE OF DWELLING Owners Tenants 0-20nn p $ 0-150 20-40M � 150-250 4o-7oM � 250-400 70-100nn y 400-600 100 UP 6 600 UP TOTAL 9 25-35M I 35-50M I 50 UP 0 4 0 0 0 4 4� 4� DSS DWELLING AVAILABLE For Sale For Rent 0-20nn � $ 0-150 20-40M � p 150-250 40-70M 20 250-400 7o-1ooM �g 400-soo 100 UP � � 600 UP 58 REMARKS (R@SpOtld by N 3. Business services will still be available. 3 0 0 10 12 12 34 4. Yamaha Suzuki 6300 s/f- 4 employees- $300,000 Superior Insurance — 3000 s/f — 4 employees-$200,000 Citv Electric Supplv- 60,000 s/f-4 employees- $400,000 International House of Praver Church-3 employees-(Connected to City Electric Supply) Fairview Vet. Clinic-1500 s/f-4 employees-$150,000 Custom Accessories-2000 s/f-2 employees-$50,000 Visual Siqns — 1500 s/f — 2 employees -$80,000 MISC. in Acquisition areas: 1 Story brick & metal bus.(Vacant)- $300,000- 2500 s/f Aprox. 100,000 gallon water tank is in acquisition area -$300,000 "'Anderson Grove Cemetarv —110 Graves* "`Stanly Memorial Gardens Cemetarv- 110 Graves "` 6. MLS, Newspaper, Realtor and Publication 8. Will be administered according to state law 11. Public Housing available in Stanly Co. 12. If current trends continue & given adequate lead time, housing should be available. 14. MLS, Newspaper, Realtor & Publication EIS RELOCATION REPORT North Carolina Department of Transportation RELOCATION ASSISTANCE PROGRAM X E.I.S. ❑ CORRIDOR ❑ DESIGN WBS: 34446.1.6 couNn Stanly Alternate 1 of 4 Alternate �.�. No.: R-2530 B F.A. PROJECT SECTION 1- SOUTHERN ALTERNATE DESCRIPTION OF PROJECT: WeSt Of NC 740 t0 SR 1731 Sweet Home Church Rd.) ESTIMATED DISPLACEES INCOME LEVEL Type of Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M 50 UP Residential 10 4 14 1 0 6 2 0 6 BUSI►12SS@S 8 8 16 O VALUE OF DWELLING DSS DWELLING AVAILABLE Farms 0 0 0 0 Owners Tenants For Sale For Rent Non-Profit 0 1 1 0 o-2oM � $ 0-150 p o-2oM 0 $ 0-150 p ANSWER ALL QUESTIONS 20-40nn p 150-250 4 20-40M � p 750-250 � Yes No Explain all "YES" answers. 40-70M 2 250-400 p 40-70M 20 250-400 10 X 1. Will special relocation services be necessary? 70-100nn g 400-600 p 70-100M �g 400-600 12 X* 2. Will schools or churches be affected by 100 uP 2 600 uP p 100 uP �p 600 uP 12 displacement? TOTAL 10 4 58 ' 34 X 3. Wil� business services still be available REMARKS (RespOnd by Number) after project? 3. Business services will still be available. X 4. Will any business be displaced? If so, 4. 1. B&G TRANSPORTATION- 700 S/F-3 EMPLOYEES indicate size, type, estimated number of 2. ACTION - 700 S/F -1 EMPLOYEE 3. SIGNATURE HAIR-500 S/F-2 EMPLOYEES employees, minorities, etc. 4. NAIL SALON - 500 S/F - 2 EMPLOYEES - BOTH MINORITIES 5. PRIDE PLUMBING - 3 EMPLOYEES - 800 S/F X 5. Will relocation cause a housing shortage? 6. NEW VINE BAPTIST - 3 EMPLOYEES - 1000 S/F 7. GRANITE MONUMENTS - 2 EMPLOYEES - 1000 S/F 6. Source for available housing (list). 8. LEE AND LO MECHANICS - 4 EMPLOYEES -2000 S/F-ORIENTAL 9. VISUAL SIGNS - 1500 S/F- 2 EMPLOYEES-$80,000 X 7. Will additional housing programs be 10. LINDA'S MOTEL-(2UNITS)-800 S/F EACH-4 EMPLOYEES-1 MINORITY- needed? $90,000 X 8. Should Last Resort Housing be 11. FAST TAX-1000 S/F-2 EMPLOYEES- (TENANT) considered? 12. EXTREME CLEAN-1000 S/F-2 EMPLOYEES- (TENANT) X 9. Are there large, disabled, elderly, etc. 13. DEEK MECHANICAL- 1500 S/F - 3 EMPLOYEES families? 14. MIDWAY SALVAGE- 2000 S/F - 3 EMPLOYEES -(TENANT) X 10. Will public housing be needed for project? 15. CUSTOM ACCESSORIES - 2000 S/F-2 EMP-$50,000(OWNER) 16. FIRST BANK-6 EMPLOYEES-1800 S/F-$300,000-(TENANT) X 11. Is public housing available? *15 GRAVES' are in the acquisition areas. $1,000,000 GALLON WATER TANK - CITY OF ALBEMARLE -$300,000 is in the acquisition area X 12. Is it felt there will be adequate DSS housing 6. MLS, Newspaper, Realtor and Publication housing available during relocation period? 8. will be administered according to state law X 13. Will there be a problem of housing within 11. Public Housing available in Stanly Co financial means? 12. If current trends continue & given adequate lead time, housing should be available • 14. MLS, Newspaper, Realtor & Publication X 14. Are suitable business sites available (list � � ,_., v, source). Relocation Coordinator 15. Number months estimated to complete RELOCATION? �2 EIS RELOCATION REPORT North Carolina Department of Transportation RELOCATION ASSISTANCE PROGRAM X E.I.S. ❑ CORRIDOR ❑ DESIGN WBS: 34446.1.6 co�rvn Stanl Alternate 2 of 4 Alternate �.�. No.: R-2530 B F.A. PROJECT SECTION 2— NORTHERN ALTERNATE DESCRIPTION OF PROJECT: NC 24/27, widening to multi-lanes from NC 740 in Albemarle, in Stanly County to west of the Pee Dee River ESTIMATED DISPLACEES INCOME LEVEL Type of Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M 50 UP Residential 1 0 1 0 0 0 1 0 0 BUSIC1eSSeS 2 O 2 O VALUE OF DWELLING DSS' DWELLING AVAILABLE Farms 0 0 0 0 Owners Tenants For Sale For Rent Non-Profit 0 0 0 0 o-2oM p $ 0-150 p o-2onn p $ 0-150 p ANSWER ALL QUESTIONS 20-40M p 150-250 0 20-40M � � 150-250 p Yes No Explain all "YES" answers. 40-70M � 250-400 p 40-70nn 20 250-400 10 X 1. Will special relocation services be necessary? 70-100M p 400-600 p 70-100M �g 400-600 12 X 2. W ill schools or churches be affected by 10o uP p s00 uP p 100 uP � p 600 uP � 2 displacement? TOTAL 1 0 58 34 X 3. Will business services still be available REMARKS (Respond by Number) after project? 3. Business services will still be available. X 4. Will any business be displaced? If so, indicate size, type, estimated number of 4. Min o pond 2 S F Bus -$100,000 — 3 employees employees, minorities, etc. Stanly Salvage —1 S Blk Bus — w/shed -$80,000 — 2 employees X 5. Will relocation cause a housing shortage? 6. MLS, Newspaper, Realtor, and Publication 8. As mandated by law 11. Available in Stanly County 12. Plenty of houses on the market at this time. 14. MLS, Newspaper, Realtor, and Publications. 6. Source for available housing (list). X 7. Will additional housing programs be "*City of AlbemarlePump Station ($9,500) will need#o be relocated. needed? X 8. Should Last Resort Housing be considered? X 9. Are there large, disabled, elderly, etc. families? X 10. Will public housing be needed for project? X 11. Is public housing available? X 12. Is it felt there will be adequate DSS housing housing available during relocation period? X 13. Will there be a problem of housing within financial means? X 14. Are suitable business sites available (list source). 15. Number months estimated to complete RELOCATION? �2 ��/G�� = � 5/2/11 �•/� �� Date a-29 11 " Relocation Coordinator Date e�.l� Division Ri ht of Wa A ent _. FRM15-E Revised 09-02 Oriqinal & 1 Coov: Relocation Coordinator 21S RELOCATION REPORT North Carolina Department of Transportation RELOCATION ASSISTANCE PROGRAM X E.I.S. ❑ CORRIDOR ❑ DESIGN WBS: 34446.1.6 couNN Stanly Alternate 2 of 4 Alternate �.�. ►vo.: R-2530 B F.A. PROJECT SECTION 2— SOUTHERN ALTERNATE DESCRIPTION OF PROJECT: NC 24/27, widening to multi-lanes from NC 740 in Albemarle, in Stanly County to west of the Pee Dee River ESTIMATED DISPLACEES INCOME LEVEL Type of Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M 50 UP Residential 4 0 4 0 0 0 4 0 0 BUSItleSS2S 2 O 2 O VALUE OF DWELLING DSS DWELLING AVAILABLE Farms 0 0 0 0 Owners Tenants For Sale For Rent Non-Profit 0 0 0 0 o-2onn Q $ 0-150 p o-2oM � $ 0-150 p ANSWER ALL QUESTIONS 20-40M � 150-250 p 20-40M � 0 150-250 p Yes No Explain all "YES" answers. 40-70M 4 250-400 p 40-70M 20 250-400 10 X 1. Will special relocation services be necessary? 70-100M p 400-600 p 70-100M �g 400-600 12 X 2. Will schools or churches be affected by 100 uP p s00 uP p 100 uP �p 600 uP 12 displacement? TOTAL 4 0 58 34 X 3. Will business services still be available REMARKS (Respond by Number) after project? 3. Business services will still be available. )( 4. Will any business be displaced? If so, 4. Midway Salvage— 1 S Blk Bus 0$80,000 — 2 employees indicate size, type, estimated number of 2 S F Bus — Min O Pond -$100,000 — 3 employees employees, minorities, etc. X 5. W ill relocation cause a housing shortage? City of Albemarle Pump Station ($9,500) is also in acquisition area. 6. Source for available housing (list). 6. MLS, Realtor, Newspaper, Publications X 7. Will additional housing programs be 8. As mandated by law. needed? X 8. Should Last Resort Housing be 11. Public Housing is available in Stanly County. considered? 12. Per current trends, there should be plenty of housing. 14. MLS, Realtor, Newspaper, Publications X 9. Are there large, disabled, elderly, etc. families? X 10. Will public housing be needed for project? X 11. Is public housing available? X 12. Is it felt there will be adequate DSS housing housing available during relocation period? X 13. Will there be a problem of housing within financial means? X 14. Are suitable business sites available (list source). f_. 15. Number months estimated to complete Relocation Coordinator RELOCATION? �2 �• � �� Date 4-29r11 Relocation Coordinator Date e�X 5/2/11 Division Right of Way Agent EIS RELOCATION REPORT North Carolina Department of Transportation RELOCATION ASSISTANCE PROGRAM X E.I.S. ❑ CORRIDOR ❑ DESIGN WBS: 34446.1.6 cou►vn Stanly Alternate 3 of 4 Alternate �.�. rvo.: R-2530 B F.A. PROJECT SECTION 3— NOTHERN ALTERNATE DESCRIPTION OF PROJECT: W2St Of NC 740 t0 SR 1731 (SWeG't HOIl1e ChUI"Ch Rd.� ESTIMATED DISPLACEES INCOME LEVEL Type of Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M 50 UP Residential 8 0 8 0 0 1 4 3 0 BUSIf12SSeS 1 O O O VALUE OF DWELLING DSS DWELLING AVAILABLE Farms 0 0 0 0 Owners Tenants For Sale For Rent Non-Profit 0 0 0 0 o-2oM Q $ 0-150 p o-2oM p $ 0-150 p ANSWER ALL QUESTIONS 20-40M � 150-250 p 20-40nn � � 150-250 p Yes No Explain all "YES" answers. 40-70nn 4 250-400 p 40-70M 20 250-400 10 X 1. Will special relocation services be necessary? 70-100nn $ 400-600 p 70-100M �g 400-600 12 X 2. Will schools or churches be affected by 100 uP p 600 uP p 10o uP � p 600 uP � 2 displacement? TOTAL 8 0 58 34 X 3. Will business services still be available REMARKS (Respond by Number) after project? 3. Business services will still be available. X 4. Will any business be displaced? If so, indicate size, type, estimated number of 4. 1 S Blk Bus — Castaways Consignment-Owner- 2 Employees- $70,000 employees, minorities, etc. 6. MLS, Newspaper, Realtor, & Publication X 5. Will relocation cause a housing shortage? 8. Will be administered according to State Law 6. Source for available housing (list). 11. Public Housing available in Stanly County X 7. Will additional housing programs be 12. if current trend continues and given adequate lead time, housing needed? should be available. X 8. Should Last Resort Housing be 14. MLS, Newspaper, Realtor, & Publication considered? X 9. Are there large, disabled, elderly, etc. families? X 10. Will public housing be needed for project? X 11. Is public housing available? X 12. Is it felt there will be adequate DSS housing housing available during relocation period? X 13. Will there be a problem of housing within financial means? X 14. Are suitable business sites available (list Relocation Coordinator source). 15. Number months estimated to complete �� 5/2/11 RELOCATION? �2 �- n ��4� Date Q�X Division Ri ht of Wa A ent ` EIS RELOCATION REPORT North Carolina Department of Transportation RELOCATION ASSISTANCE PROGRAM X E.I.S. ❑ CORRIDOR ❑ DESIGN WBS: 34446.1.6 couNn Stanly Alternate 3 of 4 Alternate �.o. No.: R-2530 B F.A. PROJECT SECTION 3— SOUTHERN ALTERNATE DESCRIPTION OF PROJECT: W@St Of NC 740 t0 SR 1731 (SW22t H011le ChUI'Ch Rd.� ESTIMATED DISPLACEES INCOME LEVEL Type of Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M 50 UP Residential 5 0 5 0 1 0 2 0 2 BUS1112SS2S O O O O VALUE OF DWELLING DSS DWELLING AVAILABLE Farms 0 0 0 0 Owners Tenants For Sale For Rent Non-Profit 0 0 � 0 0 o-2onn p $ 0-150 p o-2oM � $ 0-150 p ANSWER ALL QUESTIONS 20-40nn � 150-250 p 20-40M � Q 150-250 � Yes No Explain all "YES" answers. 40-70M 2 250-400 p 40-70nn 20 250-400 10 X 1. Will special relocation services be necessary? 70-100M � 400-600 p 70-100nn �g 400-600 12 )( 2. Will schools or churches be affected by 10o ua � 60o uP p 100 uP �p 600 uP 12 displacement? TOTAL 5 0 58 34 X 3. Will business services still be available REMARKS (Respond by Number) after project? 3. Business Services will still be available. 6. MLS, Newspaper, Realtor, & Publication X 4. Will any business be displaced? If so, 8. Will be administrated according to State Law indicate size, type, estimated number of 11. Public Hearing available in Stanly County employees, minorities, etc. 12. If current trend continues and given adequate lead time, housing Should be available. X 5. Will relocation cause a housing shortage? 14. MLS, Newspaper, Realtor, & Publication 6. Source for available housing (list). X 7. Will additional housing programs be needed? X 8. Should Last Resort Housing be considered? X 9. Are there large, disabled, elderly, etc. families? X 10. Will public housing be needed for project? X 11. Is public housing available? X 12. Is it felt there will be adequate DSS housing housing available during relocation period? X 13. Will there be a problem of housing within financial means? X 14. Are suitable business sites available (list source). Relocation Coordinator 15. Number months estimated to complete �� 5/2/11 RELOCATION� �2 �e�l' Dc.�.�Qeaa. Date Division Ri ht of Wa A ent EIS RELOCATION REPORT North Carolina Department of Transportation RELOCATION ASSISTANCE PROGRAM X E.I.S. ❑ CORRIDOR ❑ DESIGN WBS: 34446.1.6 couNN Stanly Alternate 4 of 4 Alternate �.�. rvo.: R-2530 B F.A. PROJECT SECTION 4— NOTHERN ALTERNATE DESCRIPTION OF PROJECT: WG'St Of NC 740 t0 SR 1731 (SWeet H0111e ChUI'Ch Rd.� ESTIMATED DISPLACEES INCOME LEVEL Type of Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M 50 UP Residential 1 0 1 0 0 0 0 1 0 BUSICI@SSeS 1 O 1 O VALUE OF DWELLING DSS DWELLING AVAILABLE Farms 0 0 0 0 Owners Tenants For Sale For Rent Non-Profit 0 0 0 0 0-20M p $ 0-150 p 0-20nn p $ 0-150 p ANSWER ALL QUESTIONS 20-40nn p 150-250 � 20-40nn � � 150-250 � Yes No Explain all "YES" answers. 40-70nn p 250-400 p 40-70M 20 250-400 10 )( 1. Will special relocation services be necessary? 70-100nn � 400-600 p 70-100M �g 400-600 12 X 2. Will schools or churches be affected by 100 uP p 600 uP p 100 uP �p 60o uP 12 displacement? TOTAL 1 0 58 34 X 3. Will business services stilt be available REMARKS (Respond by Number) after project? 3. Business services will still be available. 4. 2- SF Business — Tillery Realty-$60,000- 2 employees X 4. Will any business be displaced? If so, indicate size, rype, estimated number of employees, minorities, etc. X 5. Will relocation cause a housing shortage? 6. Source for available housing (list). X 7. Will additional housing programs be needed? X 8. Should Last Resort Housing be 6. MLS, Newspaper, Realtor, & Publication considered? X 9. Are there large, disabled, elderly, etc. 8. Will be administered according to State Law families? 11. Public Housing available in Stanly County X 10. Will public housing be needed for project? 12. If current trend continues and given adequate lead time, housing should be available. X 11. Is public housing available? 14. MLS, Newspaper, Realtor, & Publication X 12. Is it felt there will be adequate DSS housing housing available during relocation period? X 13. Will there be a problem of housing within financial means? X 14. Are suitable business sites available (list source). 15. Number months estimated to complete �1�� 5/2/11 RELOCATION? � 2 �- n �� Date 4 29 11. Relocation Coordinator Date e,�� Division Ri ht of Wa A ent FRM15-E Revised 09-02 Original & 1 Copy: Relocation Coordinator 2 Copy Division Relocation File EIS RELOCATION REPORT North Carolina Department of Transportation RELOCATION ASSISTANCE PROGRAM X E.I.S. ❑ CORRIDOR ❑ DESIGN WBS: 34446.1.6 courv-rv Stanly Alternate 4 of 4 Alternate �.�. rvo.: R-2530 B F.A. PROJECT SECTION 4— SOUTHERN ALTERNATE DESCRIPTION OF PROJECT: WeSt Of NC 740 t0 SR 1731 (SW2et HOn1e ChUrCh Rd.� ESTIMATED DISPLACEES INCOME LEVEL Type of Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M 50 UP Residential 3 0 3 0 0 0 2 1 0 BUSIIl2SS@S 4 1 5 O VALUE OF DWELLING DSS DWELLING AVAILABLE Farms 0 0 0 0 Owners Tenants For Sale For Rent Non-Profit 0 0 0 0 0-20nn � $ 0-150 � 0-20nn � $ 0-150 p ANSWER ALL QUESTIONS 20-40M � 150-250 0 20-40M � p 150-250 � Yes No Explain all "YES" answers. 40-70M 2 250-400 p 40-70nn 20 250-400 10 X 1. Will special relocation services be necessary? 70-10onn � 400-600 p 70-100M �g 400-600 12 X 2. Will schools or churches be affected by 100 uP p 600 uP p 10o uP qp 600 uP 12 displacement? TOTAL 3 0 58 34 X 3. Will business services still be available REMARKS (Respond by Number) after project? 3. Business services will still be available. X 4. Wil� any business be displaced? If so, \ indicate size, type, estimated number of 4. 1 SBK Business-Tillery Sportsman-$100,000-2 employees employees, minorities, etc. 2 SF Business-Tillery Realty-$60,000-(out of business) X 5. Will relocation cause a housing shortage? 1 SBK-Business-$70,000-(vacant)-trailers for sale ` 6. Source for available housing (list). 1 SF Business-Headquarters-$30,000-1 employee X 7. Will additional housing programs be 1 M&L Business-Hammer Racings-$60,000-2 employees needed? X 8. Should Last Resort Housing be considered? X 9. Are there large, disabled, elderly, etc. 6. MLS, Newspaper, Realtor, & Publication families? 8. Will be administrated according to State Law X 10. Will public housing be needed for project? 11. Public Hearing available in Stanly County X 11. Is public housing available? 12. If current trend continues and given adequate lead time, housing Should be available. X 12. Is it felt there will be adequate DSS housing 14. MLS, Newspaper, Realtor, & Publication housing available during relocation period? X 13. Will there be a problem of housing within financial means? X 14. Are suitable business sites available (list source). 15. Number months estimated to complete RELOCATION? � 2 � ' �%a�-��/ 5/2/11 �• n �� Date 4-29-11 Relocation Coordinator Date e�.l� Division Ri ht of Wa A ent FRM15-E Revised 09-02 Original & 1 Copy: Relocation Coordinator 2 Copy Division Relocation File EIS RELOCATION REPORT North Carolina Department of Transportation RELOCATION ASSISTANCE PROGRAM X E.I.S. ❑ CORRIDOR ❑ DESIGN WBS: 39922.1.1 courvn Stanly/Montgome Alternate 1 of 4 Alternate �.�. ►vo.: B-4974 F.A. PROJECT �ESCRiPTioN oF PRO�ECT: NC24/27 widen to multi-lanes from SR 1778 (River Haven Rd.) to east of NC 73 ESTIMATED DISPLACEES INCOME LEVEL Type of Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M 50 UP Residential 3 0 3 0 0 1 0 2 0 BUSIIIeSS@S 2 O 2 O VALUE OF DWELLING DSS DWELLING AVAILABLE Farms 0 0 0 0 Owners Tenants For Sale For Rent Non-Profit 0 0 0 0 o-2onn 0 $ 0-150 p o-2onn 0 $ 0-150 p ANSWER ALL QUESTIONS 20-40M Q 150-250 p 20-40nn � 0 150-250 p Yes No Explain all "YES" answers. 40-70nn � 250-400 p 40-70M Zp 250-400 10 X 1. Will special relocation services be necessary? 70-100nn y 400-600 p 70-100nn �g 400-600 12 X 2. W ill schools or churches be affected by 100 uP p 600 uP p 100 uP � p 600 uP � 2 displacement? TOTAL 3 0 58 34 X 3. Will business services still be available REMARKS (Respond by Number) after project? 3. Business Services will still be available. X 4. Will any business be displaced? If so, indicate size, type, estimated number of employees, minorities, etc. 4. 1 SF Business-Sun Realty- $50,000-2 employees X 5. Will relocation cause a housing shortage? 1 S Stucco Business-New South Realty-$125,000-4 employees 6. Source for available housing (list). X 7. Will additional housing programs be 6. MLS, Newspaper, Realtor and Publication needed? X 8. Should Last Resort Housing be 8. Will be administered according to state law considered? X 9. Are there large, disabled, elderly, etc. 11. Public Housing available in Stanly Co. families? 12. If current trends continue & given adequate lead time, housing should be available. X 10. Will public housing be needed for project? 14. MLS, Newspaper, Realtor & Publication X 11. Is public housing available? X 12. Is it felt there will be adequate DSS housing housing available during relocation period? • X 13. Will there be a problem of housing within financial means? X 14. Are suitable business sites available (list source). 15. Number months estimated to complete RELOCATION� �2 !��_/� 5/2/11 �-/� �� Date 4 29=11 Relocation Coordinator Date e,�E� Division Ri ht of Wa A ent ___ ___ FRM15-E Revised 09-02 Oriainal & 1 Coov� Reloration Cnnrdinatnr 2 Copy Division Relocation File EIS RELOCATION REPORT North Carolina Department of Transportation RELOCATION ASSISTANCE PROGRAM X E.I.S. ❑ CORRIDOR ❑ DESIGN WBS: 39922.1.1 coutvN Stanly/Montgomery Alternate 2 of 4 Alternate �.�. rvo.: B-4974 F.A. PROJECT �ESCRiPTiorv oF PRO�ECT: NC24/27 widen to multi-lanes from SR 1778 (River Haven Rd.) to east of NC 73 ESTIMATED DISPLACEES INCOME LEVEL Type of Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M 50 UP Residential 4 0 4 0 0 1 0 0 3 BUSIIl2SSeS 2 O 2 O VALUE OF DWELLING DSS DWELLING AVAILABLE Farms 0 0 0 0 Owners Tenants For Sale For Rent Non-Profit 0 0 0 0 o-2oM p $ 0-150 p o-2onn p $ 0-150 p ANSWER ALL QUESTIONS 20-40M � 150-250 p 20-40M � � 150-250 p Yes No Explain all "YES" answers. 40-70M p 250-400 p 40-70nn 20 250-400 10 X 1. Will special relocation services be necessary? 70-100nn $ 400-600 p 70-100nn �g 400-600 12 X 2. Wili schools or churches be affected by 100 uP p 600 uP p 100 uP � p 600 uP � 2 ' displacement? TOTAL 4 0 58 34 X 3. Will business services still be available REMARKS (Respond by Number) after project? 3. Businesses will still be available X 4. Will any business be displaced? If so, indicate size, type, estimated number of employees, minorities, etc. X 5. Will relocation cause a housing shortage? 6. Source for available housing (list). 4. 1 S Stucco — Business-New South Realty-$125,000-4 employees X 7. Will additional housing programs be 1 SF- Business—Sun Realty-$50,000-2 employees needed? X 8. Should Last Resort Housing be considered? X 9. Are there large, disabled, elderly, etc. 6. MLS, Newspaper, Realtor and Publication families? 8. Will be administered according to state law X 10. Will public housing be needed for project? 11. Public Housing available in Stanly Co. X 11. Is public housing available? 12. If current trends continue & given adequate lead time, housing should be available. X 12. Is it felt there will be adequate DSS housing 14. MLS, Newspaper, Realtor & Publication housing available during relocation period? X 13. Will there be a problem of housing within financial means? X 14. Are suitable business sites available (list source). 15. Number months estimated to complete �F�� 5/2/11 RELOCATION? �2 �- n �� Date 4-29-'11 Relocation Coordinator Date eaX Division Ri ht of Wa A ent FRM15-E Revised 09-02 Original & 1 Copy: Relocation Coordinator 2 Copy Division Relocation File EIS RELOCATION REPORT North Carolina Department of Transportation RELOCATION ASSISTANCE PROGRAM X E.I.S. ❑ CORRIDOR ❑ DESIGN WBS: 39922.1.1 courvn Stanly/Montgomery Alternate 3 of 4 Alternate �.o. No.: B-4974 F.A. PROJECT �ESCRiPTioN oF PRO�ECT: NC24/27 widen to multi-lanes from SR 1778 (River Haven Rd.) to east of NC 73 ESTIMATED DISPLACEES INCOME LEVEL Type of � Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M 50 UP Residentia� 4 0 4 0 0 1 0 1 2 BUSIIl2SSeS 2 O 2 O VALUE OF DWELLING DSS DWELLING AVAILABLE Farms 0 0 0 0 Owners Tenants For Sale For Rent Non-Profit 0 0 0 0 0-20nn p $ 0-150 p 0-20M p $ 0-150 p ANSWER ALL QUESTIONS 20-40nn � 150-250 � 20-40nn � � 150-250 0 Yes No Explain all "YES" answers. 40-70M p 250-400 p 40-70M 20 250-400 10 X 1. Will special relocation services be necessary? 70-100M � 400-600 p 70-100M �g 400-600 12 X 2. Will schools or churches be affected by 10o uP 2 600 uP p 10o uP �p 60o uP 12 displacement? TOTA� 4 0 58 34 X 3. Wili business services still be available REMARKS (Respond by Number) after project? 3. Business services will still be available. X 4. Will any business be displaced? If so, indicate size, type, estimated number of employees, minorities, etc. X 5. Will relocation cause a housing shortage? 4. 1 S Stucco- Business-New South Realty-$125,000-4 employees 6. Source for available housing (list). 1 SF-Business-Sun Realty-$50,000-3 employees X 7. Will additional housing programs be needed? X 8. Should Last Resort Housing be considered? X 9. Are there large, disabled, elderly, etc. 6. MLS, Newspaper, Realtor and Publication families? 8. Will be administered according to state law X 10. Will public housing be needed for project? 11. Public Housing available in Stanly Co. X 11. Is public housing available? 12. If current trends continue & given adequate lead time, housing should be available. X 12. Is it felt there will be adequate DSS housing 14. MLS, Newspaper, Realtor & Publication housing available during relocation period? X 13. Will there be a problem of housing within financial means? X 14. Are suitable business sites available (list source). 15. Number months estimated to complete RELOCATION? � 2 ',' � 5/2/11 �•/� �� Date 4 29-11 Relocation Coordinator Date e,a' " Division Ri ht of Wa A ent FRM15-E Revised 09-02 Original & 1 Copy: Relocation Coordinator 2 Copy Division Relocation File EIS RELOCATION REPORT North Carolina Department of Transportation RELOCATION ASSISTANCE PROGRAM X E.I.S. ❑ CORRIDOR ❑ DESIGN WBS: 39922.1.1 courvn Stanly/Montgomery Alternate 4 of 4 Alternate �.�. No.: B-4974 F.A. PROJECT �ESCRiPTioN oF PRO�ECT: NC24/27 widen to multi-lanes from SR 1778 (River Haven Rd.) to east of NC 73 ESTIMATED DISPLACEES INCOME LEVEL Type of Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M 50 UP Residential 2 0 2 0 0 1 0 1 0 BUSIt12SSeS 2 O 2 O VALUE OF DWELLING DSS DWELLING AVAILABLE Farms 0 0 0 0 Owners Tenants For Sale For Rent Non-Profit 0 0 0 0 0-2oM p $ 0-150 p 0-20M p $ 0-150 p ANSWER ALL QUESTIONS 20-40nn � 150-250 p 20-40M � � 150-250 � Yes No Explain all "YES" answers. 40-70M p 250-400 p 40-70M 20 250-400 10 )( 1. Will special relocation services be necessary? 70-100nn � 400-600 p 70-100M �g 400-600 12 X 2. Will schools or churches be affected by 100 uP p 600 uP p 100 uP � p 600 uP � 2 displacement? TOTAL 2 0 58 ' ' 34 X 3. Will business services still be available REMARKS (Respond by Number) after project? 3. Business services will still be available. X 4. Will any business be displaced? If so, 4. 1S Stucco-Business-New South Realty-$125,000-4 employees . indicate size, type, estimated number of 1 SFD- Business — Sun Realty -$50,000 -3 employees employees, minorities, etc. X 5. Will relocation cause a housing shortage? 6. Source for available housing (list). X 7. Will additional housing programs be 6. MLS, Newspaper, Realtor and Publication needed? X 8. Should Last Resort Housing be 8. Will be administered according to state law considered? X 9. Are there large, disabled, elderly, etc. 11. Public Housing available in Stanly Co. families? 12. If current trends continue & given adequate lead time, housing should be available. X 10. Will public housing be needed for project? 14. MLS, Newspaper, Realtor & Publication X 11. Is public housing available? X 12. Is it felt there will be adequate DSS housing housing available during relocation period? X 13. Will there be a problem of housing within financial means? X 14. Are suitable business sites available (list source). 15. Number months estimated to complete Relocation Coordinator _ __ RELOCATION� �2 , �ri� 5/2/11 �-/� �� Date 4-29-'11 Relocation Coordinator Date eaX Division Ri ht of Wa A ent EIS RELOCATION REPORT North Carolina Department of Transportation RELOCATION ASSISTANCE PROGRAM X E.I.S. ❑ CORRIDOR ❑ DESIGN WBS: 35572.1.1 coutvN Mont omery Alternate 1 of 3 Alternate �.�. No.: R-2527 F.A. PROJECT �ESCR�PT�o►v oF PRO�ECT: NC 24/27 Widen to multi-lanes from East of NC 73 to East of NC 109(Hwy) to the proposed Troy Bypass ESTIMATED DISPLACEES INCOME LEVEL , Type of Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M 50 UP Residential 1 0 1 0 0 0 1 0 0 BUSIIl2SSeS 1 O 1 O VALUE OF DWELLING DSS DWELLING AVAILABLE Farms 0 0 0 0 Owners Tenants For Sale For Rent Non-Profit 1 0 1 0 o-2oM p $ 0-150 p o-2oM p $ 0-150 p ANSWER ALL QUESTIONS 20-40M � 150-250 p 20-40nn 5 150-250 10 Yes No Explain all "YES" answers. 40-70M p 250-400 p 40-70M � p 250-400 � 2 x 1. Will special relocation services be necessary? 70-100M p 400-600 p 70-100M 12 400-600 10 )( 2. Will schools or churches be affected by 100 uP p 600 uP p 10o uP 40 600 uP p displacement? TOTAL 1 0 67 ' 32 X 3. Will business services still be available REMARKS (Respond by Number) after project? 3. Business Services will still be available. X 4. Will any business be displaced? If so, indicate size, type, estimated number of 2. 1 SF Church — Lake Tillery Presbyterian Church of America - $125,000 — 4 employees employees, minorities, etc. 4. 1 SF Metal Business-Uwharrie Marine Sales-$125,000-4 employees X 5. Will relocation cause a housing shortage? 6. MLS, Newspaper, Realtor and Publication 6. Source for available housing (list). 8. Will be administered according to state law X 7. Will additional housing programs be 11. Public Housing available in Stanly Co. needed? X 8. Should Last Resort Housing be 12. If current trends continue & given adequate lead time, housing considered? should be available. X 9. Are there large, disabled, elderly, etc. 14. MLS, Newspaper, Realtor, Websites & Publication families? X 10. Will public housing be needed for project? X 11. Is public housing available? X 12. Is it felt there will be adequate DSS housing housing available during relocation period? X 13. Will there be a problem of housing within financial means? X 14. Are suitable business sites available (list source). 15. Number months estimated to complete RELOCATION? �2 ' � 5/2/11 �- n �� Date 429-11; Relocation Coordinator Date e�.l� Division Ri ht of Wa A ent FRM15-E Revised 09-02 Original & 1 Copy: Relocation Coordinator EIS RELOCATION REPORT North Carolina Department of Transportation RELOCATION ASSISTANCE PROGRAM X E.I.S. ❑ CORRIDOR ❑ DESIGN WBS: 35572.1.1 couNN Montgomery Alternate 2 of 3 Alternate �.�. tvo.: R-2527 F.A. PROJECT �ESCRiPTiorv oF PRO�ECT: NC 24/27 Widen to multi-lanes from East of NC 73 to East of NC 109(Hwy) to the proposed Troy Bypass ESTIMATED DISPLACEES INCOME LEVEL Type of Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M 50 UP Residential 4 1 5 0 0 1 2 2 0 BUSICI@SSeS 1 O 1 O VALUE OF DWELLING DSS DWELLING AVAILABLE Farms 0 0 0 0 Owners Tenants For Sale For Rent Non-Profit 0 0 0 0 o-2oM p $ 0-150 � o-2oM p $ o-�so p ANSWER ALL QUESTIONS 20-40M � 150-250 Q 20-40M 5 150-250 10 Yes No Explain alI "YES" answers. 40-70M 2 250-400 p 40-70M � p 250-400 � 2 X 1. Will special relocation services be necessary? 70-100M p 400-600 p 70-100M 12 400-600 10 X 2. Will schools or churches be affected by 100 uP 2 600 uP p 10o uP 40 600 uP p displacement? TOTAL 4 1 67 32 X 3. Will business services still be available REMARKS (Respond by Number) after project? 3. Business Services will still be available. 4. 1 S Bulk Business-Green's Variety Army Surplus-Owner-$90,000 X 4. Will any business be displaced? If so, indicate size, type, estimated number of 6. MLS, Newspaper, Realtor and Publication employees, minorities, etc. 8. Will be administered according to state law X 5. Will relocation cause a housing shortage? 11. Public Housing available in Stanly Co. 6. Source for available housing (list). 12. If current trends continue & given adequate lead time, housing should be available. X 7. Will additional housing programs be 14. MLS, Newspaper, Realtor, Websites & Publication needed? X 8. Should Last Resort Housing be considered? X 9. Are there large, disabled, elderly, etc. families? X 10. Will public housing be needed for project? X 11. Is public housing available? X 12. Is it felt there will be adequate DSS housing housing available during relocation period? X 13. Wil� there be a problem of housing within financial means? X 14. Are suitable business sites available (list source). � ��:, : � ... . . . � _ . � 15. Number months estimated to complete Relocation Coordinator RELOCATION� '�2 �• � �� Date 4-29-11 Relocation Coordinator Date e"X �?r✓—� 5/2/11 Division Ri ht of Wa A ent EIS RELOCATION REPORT North Carolina Department of Transportation RELOCATION ASSISTANCE PROGRAM X E.I.S. ❑ CORRIDOR ❑ DESIGN WBS: 35572.1.1 couNn Montgomery Alternate 3 of 3 Alternate �.�. rvo.: R-2527 F.A. PROJECT �ESCRiPT�oN oF PRO�ECT: NC 24/27 Widen to multi-lanes from East of NC 73 to East of NC 109(Hwy) to the proposed Troy Bypass ESTIMATED DISPLACEES INCOME LEVEL Type of Displacees Owners Tenants Total Minorities 0-15M 15-25M 25-35M 35-50M 50 UP Residential 2 0 2 2 0 1 1 0 0 BUSItl2SSeS O O O O VALUE OF DWELLING DSS DWELLING AVAILABLE Farms 0 0 0 0 Owners Tenants For Sale For Rent Non-Profit 0 0 0 0 0-20M p $ 0-150 p 0-20M p $ 0-150 p ANSWER ALL QUESTIONS 20-40M � 150-250 p 20-40M 5 150-250 10 Yes No Explain all "YES" answers. 40-70nn p 250-400 p 40-70M � p 250-400 � 2 X 1. Will special relocation services be necessary? 70-100M � 400-600 p 70-100M 92 400-600 10 X 2. Will schools or churches be affected by 100 uP p so0 uP p 100 uP 40 600 uP p displacement? TOTAL 2 0 67 32 X 3. Will business services still be available REMARKS (Respond by Number) after project? 3. Business services will still be available. X 4. Will any business be displaced? If so, indicate size, type, estimated number of 6. MLS, Newspaper, Realtor and Publication employees, minorities, etc. 8. Will be administered according to state law X 5. Will relocation cause a housing shortage? 11. Public Housing available in Stanly Co. 6. Source for available housing (list). 12. If current trends continue & given adequate lead time, housing should be available. X 7. Will additional housing programs be 14. MLS, Newspaper, Realtor, Websites & Publication needed? X 8. Should Last Resort Housing be considered? X 9. Are there large, disabled, elderly, etc. families? X 10. Will public housing be needed for project? X 11. Is public housing available? X 12. Is it felt there will be adequate DSS housing housing available during relocation period? X 13. Will there be a problem of housing within financial means? X 14. Are suitable business sites available (list source). 15. Number months estimated to complete Relocation Coordinator RELOCATION? � 2 ' �• � �� Date 4-29=1,1 Relocation Coordinator Date ea� Division Ri ht of Wa A ent 5/2/11 APPENDIX D FARMLAND CONVERSION IMPACT RATINGS U.S. DEPAR7MENT OFAGRICUL7URE NRCS-CPA-'I Os Natural Resources Conservation Service (Rev. t•st) FARMLANb CONVERSION IMPACT RATWG FOR CORRIQOR TYPE PROJECTS PART 1(To be complefed by FederalAgency) 3. Date of Land Evalual(on Request y16/09 � Sheet t of 1 1. Name of Project STIP Project R-253QB 5� FFede aleHi hwae Administration 2.7ype ot Project Highway Widening s. County and state Albemarle, Stanly County, North Carolina PART II (To be completed. by NRCSJ 1. Date Request Received by NRCS •. 2, Person Complelfng Form j i 3. Does ihe corddorcontain prime, unique statewide orlocal important farmland? 4. Acres Irrigated Average Farm Size I (If no, the FPPA does not apply - Do not complete additional parts of this torm). YES ❑ Nb. ❑ 5. li+lajor Ctop(s) 6. Farmable Land in Government Jurisdiction 7. Amount_of Farmland As DeFined in FPPA Acres: � � Acres: 94 PART III (To 6e completed byFederalAgencyJ Alternative Corridor For Segment �p �- Corridor A Corridor B Corrldor C � Corridor D A. 7ota1 Acres To Be Converted Dfrecily 192 192 B. Total Acres To Be Converted I Or To Receive Services C. TotalAcres In Corridor : PART IV (To be comp/efed by NRCSj Land Eyaluation /nformatTon �A: 7otalAcres PdmeAnd Unique Farmland ; B: TotaE Acres Stafewide�lnd Cocal Impartant Farmland ;C. PercenYage.Of Farmland fn� Co.:unty.0,r Local Govf. Unit To Be:Converted �A. Percehtege Of Farniland in Govt. Jurisiiictian 1Nith Sarrie Or Hfgher Rel.atiye Value ; PART V(fo be compkted tiy NRCS) Larit! E'valuatlon i►1�o'm�aHon 6�fon Relafhre ; value of Famtland to Be Serviced or ConYetied SCa/e of 0•-100 Points PART Vi (To be complefed by FederalAgencyJ Corridor Maximam Assessment Criferia (fhese criferia are explained in 7' CFR 658 5(c)) Points 1. Area in Nonurban Use 15 2. Perimeter in Nonurban Use 90 3. Percent Of Corridor Being Farmed 20 4. Protection Provided By SEate And Local Govemment 20 5. Size of Present Farm Unit Compared To Average 10 6. Creation Oi Noniarmable Farmland 25 7. Avaifablilit Of Farm Su ort 5ervices 3 8. On-Farm tnveslments 2� 9. Efiects Of Canverston On Farm Support Services 25 10. Compatib(11ty Wllh Existing Agricultural Use 10 TOTAL CORRIDOR ASSESSMENT POINTS 160 PART VII (To be completed by FederalAgencyJ Relative Value Of Farmland (From Part V) Total CorridorAssessment (From Part VI above or a local site assessment) TOTAL POIN7S (Total ofabove2lines) :orridor 5elected: I2. Total Acres oi Farmlai Converted by Project: 5. Reason For Selection: 100 160 260 �� -� ��-� ��-� ��-� ��-� ��-� ��-� ��-� ��-� ��-� �� _--. �� t4 49 0 0 44 49 0 0 eclion: 4. Was A Loca[ Sile Assessment Used? YES o �o 0 Kimberly Phillips ' ��bl�y NQTE: Complete a form for each segment with more than one Altemafe Corridor BaB Badin channe silt loam, 2-S% slo e BaD Badin channer silt loam, 8-15% slo BaF Badin channe silt loam, 15-45°/a slo BbB Badin-Urban land com lex, 2-8% slo EcB Enon cobbl loam, 2-8% slo e EcD Enon cobbl loam, 8-15% slo e EnC Enon ve ston loam, 4-15% slo e EnE Enon ve stone loam, 15-25% slo e GoC Goldston ve channe silt loam, 4-1 GoF Goldston ve channe silt loam, 15- HeD Hiwassee raveli loam, 8-15% sio e KkB Kirkse silt loam, 0-6% slo e MhB Misenheimer channe silt loam, 0-4% Oa Oakboro silt loam, fre uentl flooded TaF Tatum ravell loam, 15-35% slo e TbB Tatum channe silt loam, 2-8% slo e TbD Tatum channe silt loam, 8-15% slo fcB2 Tatum channe silt cla loam, 2-8% Ud Udorthents, loam Ur Urban land Farmland Conversion Form Widening to the north STIP Project R-2530B Not prime farmland Not prime farmland Farmland of statewide impoi Farmland of statewide impoi Not prime farmland Not prime farmland Not prime farmland Not prime farmland Farmland of statewide impor All areas are prime farmland Not prime farmland Prime farmland if drained Not prime farmland All areas are prime farmland Farmland of statewide impor All areas are prime farmland Not �rime farmland Total 22.83 1.63 25.78 5.78 4.94 4.13 10.83 0.87 13.05 0.07 10.92 2.60 3.76 0.91 4.52 5.72 18.57 2.41 2.08 0.32 109.17 64 173.79 BaF Badin char BbB Badin-Urb� EcB Enon cobb EcD Enon cobb EnC Enon ve EnE Enon ve GoF Goldston v KkB Kirkse silt Mh6 Misenheim Oa Oakboro si TaF Tatum ra� TbB Tatum chai TbD Tatum chai fcB2 Tatum chai Ud Udorthents Ur Urbanland Farmland Conversion Form Widening to the south STIP Project R-25306 ;ry silt loam, 8-15% slope ;ry silt loam, 15-45% slope land complex, 2-8% slope loam, 2-8% slope loam, 8-15% slope my loam, 4-15% slope me loam, 15-25% slope � channery silt loam, 15-45% am, 0-6% slope channery silt loam, 0-4% slo oam, frequently flooded ly loam, 15-35% slope erv silt loam. 2-8% slooe 2-8% Not prime farmland Farmland of statewide Farmland of statewide Not prime farmla�d Not ptime farmland Not prime farmland All areas are prime far Not prime farmland Prime farmland if drair Not prime farmland All areas are prime far Farmland of statewide All areas are prime far Not prime farmland Not prime farmland Not prime farmland Not prime farmland Total 3.23 19.60 5.70 2.06 3.73 15.09 8.37 14.29 1.02 9.30 3.48 1.03 1.80 19.75 0.03 3.35 0.02 0.02 116.00 57 173.95 ALIGNMENT TO THE NORTH SOILS !N CORRII]OR (325 Fi) SQii� TYPE ACRES BaB 41.6569 BaD 30.2748 BaF 2.1552 BbB 33.5876 EcB 7.7924 EcD 6.2189 EnC 4.8170 EnE 16.5876 GoC 0.8670 GoF 15.6711 HeD 0.0716 KkB 14.7374 MhB 3.4092 Oa 5.4756 TaF 1.5770 TbB 5.7263 TbD 6.2978 TcB2 23.3974 Ud 2.4106 Ur 4.6389 W 0.3178 ALIGNMENT TO THE SOUTH SOILS IN CORRtD�R {325 FT) SOIL TYPE ACF2E5 Ba6 49.9167 BaD 29.2007 BaF 3.7509 BbB 27.4041 Ec6 7.7114 EcD 3.3445 EnC 4.4168 EnE 20.8518 GoF 10.9878 KkB 18.1083 MhB 1.8352 Oa 11.0209 TaF 4.1473 TbB 2.2347 TbD 2.3691 TcB2 24.5723 Ud 0.0271 Ur 5.9040 UwF 0.0217 W 0.0236 SOILS 1N EXISTING ROW SQiL TYPE ACRES Ba8 9.6022 BaD 7.4399 BaF 0.5215 BbB 7.8055 EcB 2.0144 EcD 1.2839 EnC 0.6857 EnE 5.7571 GoF 2.6175 KkB 3.8141 Mh8 0.8105 Oa 1.7185 TaF 0.6627 Tb6 1.2087 TbD 0.5733 TcB2 4.8238 Ur 2.5589 S{71LS IN EXI5TING ROW SOiL iYPE ACRES BaB 9.6022 BaD 7.4399 BaF 0.5215 Bb6 7.8055 EcB 2.0144 EcD 1.2839 EnC 0.6857 EnE 5.7571 GoF 2.6175 Kk8 3.8141 MhB 0.8105 Oa 1.7185 TaF 0.6627 Tb8 1.2087 TbD 0.5733 Tc62 4.8238 Ur 2.5589 TOTAL SOiLS (CORRIDOR - EXISTING ROW) SOtL TYPE AGRES BaB 32.0547 BaD 22.8349 BaF 1.6337 Bb6 25.7821 EcB 5.7780 EcD 4.9350 EnC 4.1313 EnE 10.8305 GoC 0.8670 GoF 13.0536 HeD 0.0716 Kk6 10.9233 Mh8 2.5987 Oa 3.7571 TaF 0.9143 TbB 4.5176 TbD 5.7245 TcB2 18.5736 Ud 2.4106 Ur 2.0800 W 0.3178 ' TOTAL 173.7899 70TAL SOiLS {CORTdIDOR - EXISTING ROW} SOIL TYPE ACRES Ba8 40.3145 BaD 21.7608 BaF 3.2294 BbB 19.5986 Ec8 5.6970 EcD 2.0606 EnC 3.7311 EnE 15.0947 GoF 8.3703 Kk8 14.2942 MhB 1.0247 Oa 9.3024 TaF 3.4846 Tb8 1.0260 TbD 1.7958 TcB2 19.7485 Ud 0.0271 Ur 3.3451 UwF 0.0217 W 0.0236 TOTAL 173.9507 APPENDIX E CITIZENS INFORMATIONAL WORKSHOP INFORMATION _�.tl^wnM.:�4,. Please Join Us - Your Input is Essential Please come join us for an update on the proposed improvements to NC 24-27 from NC 740 in Albemarle to the proposed Troy Bypass (STIP Project No. R-623) that will begin at the intersection of NC 24-27 and Saunders Road (SR 1550)/Dairy Road (SR 1138). You last heard of these projects at Citizens Informational Workshops held in 2004. NCDOT is actively planning improvements along NC 24-27 and wants to provide an additional opportunity to get your input on the projects and wants to share updated information on the status of the projects. Overview of the Projects The North Carolina Department of Transportation (NCDOT) proposes to widen NC 24-27 from NC 740 in Albemarle to the Troy Bypass and construct a new bridge over the Pee Dee River. The proposed project will add two additional lanes and a grass median. Purpose of the Projects The purpose of these projects is to improve traffic flow and the level of service (LOS) on the section of NC 24-27 through the projects' study areas and maintain a bridge across the Pee Dee River that addresses the needs of highway users. Special Accommodations In compliance with the Americans with Disabilities Act, NCDOT will provide auxiliary aids and services for people with special needs or disabilities that wish to participate. Please contact Lisa Feller for any Connecting people arrd places in Nor�th Ca��olina — safely and efficiently, with accotmtabiliry and environmental sensitiviry. NC 24-27 Widening Project November 2010 � � � � �� NC 24-27 Widening - �:FTa,y�j� � North Carolina Department of Transportation _�� o Project Development & Environmental Analysis Branch �=s �_ 1548 Mail Service Center ��f� Raleigh, North Carolina 27699-1548 Attn: Lisa Feller, P.E. r„�,. .,.�� ;,...., VY�'J�JYJGi.'-%'>V �f � (1C1; � 7 t�J v v �w�v = T' �nr�o�?n�n FA�i�erf Gr�m i7Fn"i u°r� .: �7;��:�.��s�a:^.�:� I��l�it��i,�tl�i�,�l��tllll�„��i�l�lf,��l,l��ilf�Ei,l„11,�1 o= � � ��, � � . � � o�: �� _ � �_`� �,� � .r \��FAIRVIEW._ �� EDpEMONi_ 52 O , —� VOR 6RAHf U1_,�_� ' N d ��, � _ ql'.� M,��N -�i \30N�y,�,�P � y�.7 .. ; I;c ��°G` -- Stanly County Commons ePa �'�� '� � �s g Commissioners Room �` � =� 1001 N. First Street �� Proposed Project Schedule Albemarle, N.C. Join us on Thursday, November 18th, from 4:00 PM until 7:00 PM We will be there to � � �'�,.��, hear your comments. �� I F 4° tl�"here will not be a . $;j� � �� — F 'formal presentation at "� � � ,�� fhis meeting. i�, � �� , r �, ;. Citizens Informational Workshop (We are here) Environmental Assessment (2012) and FONSI (2013) Public Hearing (2012) Land acquisition (Stanly Co. - 2014, Montgomery Co. - 2016) Construction (Stanly Co. - 2016, Montgomery Ca. - 2018) Schedules are based on the Draft State Transportation Improvement Program (STIP) and are subject to change. Contact Us: Comments and questions are always welcomed. By Mail: North Carolina Department of Transportation Project Development and Environmental Analysis Branch 1548 Mail Service Center Raleigh, North Carolina 27699-1548 Attn: Lisa Feller, P.E. By Phone: Lisa Feller's number is (919) 733-7844 ext. 262 By Email: Lisa Feller's email address is Ifeller(a�ncdot.gov 400 copies printed at 34 cents each North Carolina Department of Transportation Project Development and Environmental Analysis Branch �� O r�QRT1�j �F TRA C,q� Ol 2 , v * z �v �� NC 24-27 WIDENING STANLY/MONTGOMERY COUNTIES TIP PROJECTS R-2530B, B-4974 AND R-2527 CITIZENS INFORMATIONAL WORKSHOP NOVE�BER 18, 2010 CITIZENS INFORMATIONAL WORKSHOP NC 24-27 Widening From NC 740 in Albemarle to the Troy Bypass Stanly and Montgomery Counties TIP Projects R-?530B, B-4974 and R-2527 PURPOSE OF THE CITIZENS INFORMATIONAL WORKSHOP Tl1e purpose of this workshop is to involve the public iil the project developinent process for the NC 24-27 widening projects. If you have comments or subgestions about the proposed improvemcnts described in this handout, please inform a representative of the North Carolina Department of Transportation (NCDOT). Please use the enclosed commcnt shcet to express your concerns or subgestions. NCDOT realizes individuals living close to a proposed project want to be infonned of the possible effects of the project on their homes and businesses. However, exact infornlation is not available at tllis stage of the project development process. For exalnple, design work is necessary before the actual right of way limits can be established. This type of detailed infoi-�nation will bc available at a later date. The purpose of this workshop is to receive your ca�nments and suggestions befoj•e final design decisions are made. Written comments on this project may be left with NCDOT representatives at the workshop or mailed to NCDOT. If additional information is needcd or y�>u wo�uld like to submit coniments after the workshop, please address requests and comments to: Wi'ite: Grcgory Thorpe, Ph.D., Manager AT.TN: Lisa Fcller, PE, Projcct DevelopTnent Engineer NCDOT-PDEA 1548 Mail Service Ce.ntcr Raleigll, North Carolina 27699-1 �4� Call: Lisa Feller, PE, .Project Develop�ner�t Fngiueer (919) 733-7844 ext 262 Email: Lisa Feller, PE, Project Developinent E71�ineer lfeller(�ncdot.gov PROJEC'T DESC�PTIOl�T Prouosed Improveanents The North Carolina Department of Transportation (NCDOT) proposes to widen NC 24-27 from NC 740 in Albemarle to t11e proposed Troy Bypass (Draft State Transportation lmprovement Prograrn (STIP) Project No. R-623) that will begin at the intersection of NC ?4-27 and Saunders Road (SR 1550) / Dairy Road (SR 1138). The proposed improvements include the construction of a new bridge over the Pee Dee River. The proposed projects will add two additional lanes and a grass median. The project limits are listed below: s R-?530B — NC 24-27 from NC 740 in Albemarle to the Pee Dee River, • B-4974 — Bridge No. 51 bridge ��eplaceinent over the Pee Dee River, • R-?527 — NC ?4-27 from the Pee Dee River to the proposed Troy Bypass. The purpose of these projects is to improve traftic flow and the level of service (LOS) on the section of NC 24-27 throu€;h the projects' study areas and to maintain a bridge across the Pee Dee River that addresses the needs of hibhway users. Anticapated Ra�ht of Way Iinpacis The existing i-ight of way on NC 24-27 is approximately 60 feet. Approximately 150 to 2U0 feet of right of �vay �vill be required to accominodate the proposed iinprovements. The maps at this rneeting show the proposed study area width. NCDOT will develop a best fit aligninent which is safe, cost effective, and whieh minimizes impacts to existing development and historie and natural resources. �ROJEC7[' SC'�IED�TI.E �� COS'I'S Currently, NCDOT is schedulecl to coinplete an Environmental Assessment in 2011. A public hearing is anticipated four to six months after the completion of this docuil�ent. More detailed designs will be presented at t11is public hearing. At this public hearing, the public will have an opportu.nity to revie�� a lnap showing the proposed designs. Factoz-s which may affect the designs of these projects include engineering criteria arid environmental factors such as relocation of homes or businesses, wetlands, historic sites, etc. A iorm is available trom NCDOT' representatives ifyou feel you have or know of a structure which has historical significance. IFno major issues are discove7-ed, the final environmental doculnent is scheduled for completion by 2012. These proposed projects are funded for right of way (R/Wj acquisition and construction in the Draft State Tl•ansportation Improvemeilt Pro��am (STIP). Their cun•ent schedules and estimated costs are as follows: Project R/W Constri�ction Ribht of Construction Mitigation Prior Z'ears Total Number I Acquisition Begins Way Cost Cost Cost Cost Project Cost Be�ins R-2530B 2014 B-4974 2Q14 R-2527 2016 2016 �;5,750,000 �22,300,000 $0 $?6,597.000 �54,6�47,000 2016 51,800;000 518;200,000 $0 $0 S?0,000,000 ?018 �4,100,000 532;300,000 $4,057,000 �2,�74;000 �43,031.000 2 No final decisions have been made regarding these projects. Therefore, the costs and schedules shown are preliminary and subject to change. As planning for the projects continue, we will include all cominents and suggestions to the extent possible. THE PROJECT DEVELOPMENT PROCESS Project development and environmental studies for federally-funded highway projects are conducted in order to comply with the National Environmental Policy Act (NEPA). NCDOT is preparing an Environmental Assessment (EA) for this project. The Enviromnental Assessment will discuss tlle purpose and need for the proposed improvements, evaluate alternatives, and analyze the project's impact on both the human and natural enviromnent. The document will address the many areas of concern including, but not limited to, the following: Efficiency and safety of travel Neighborhoods and coimnunities Relocation of homes and businesses Economy of project area Land use plans Historic properties Wetlands Endangered species Wildlife and plant communities Water quality Floodplains and streams Farmland Archaeological sites Hazardous materials Traffic noise Air quality Over t11e next few months, you can expect t� see different project team members visit the area. Team meinbcrs may take photo�,�raphs, make nates, take measurements or inark impo:-tant locations. Howcver, these markers are only surveying and documentation guides and they do i�ot necessarily indicate that your property will be iinpacted by the project. As representati��es of the State of North Carolina, we strive to treat you and your land, home or business with respect and courtesy. NCDOT kindly asks that you allow our staff on your property to conduct the necessary studies. If the highest standards of customer service are not observed, or if you have questions, please contact Lisa Feller. OPPORTUNITIES FOR PUBLIC INVOLVEMENT / AWARENESS SCOP�n�G L�T'rru - Published in the NC El�vironmental Bulletin. This ]etter notifies agencies and groups on the State Clearingliouse mailing list that a project study has been initiated and solicits colnmerlts froin them. SnZAt,L GxoL�t� M�:�'r�NC(s) — Presentations/meetings are held at the request of neighborhood associations or other interest �,�roups. NEwsLE'r'r��s — On some projects, newsletters are sent to area residents and intei�est groups. Nc«�sletters describe the projcct, discuss the project's status, and outline the alternatives bcing studied. 0 �IT�zE:�� FORM9T10�AL WORKSHOP(S) — Informal meeting(s) with the public. NCDOT staff coilducts these workshops to speak one-on-one with citizens about projects. Comment sheets are provided for citizens to write down tlieir questions, comments, and concen�5. The number of workshops scheduled for a project depends on the scope and anticipated impact of the project. DOCti�IE`T DISTRIBUTION — Copies of environmental docurnents are submitted to the State Clearinghouse for distribution and a notice is published in the NC Enviromnental Bulletin. Upon request, NCDOT �vill provide copies of the document to the public. Copies are available for public vie��ing at NCDOT Raleigh and Division offices, the State Clearinghouse off ce, local govenlrrient offices, including the local council of �overnment office, and local public libraries. PUSLi� �-IEA1u�G — One or more fonnal public hearings are held and public comments are recorded. Format typically involves a short presentation followed by an opportunity for citizens to colnment. C'I1'IZE� LETTER — Citizens aY-e encouraged to write NCDOT, provide infonnation and express concerns regarding proposed improvements at anytime during the process. Correspondence fi•om citizens and interest groups is considered during the course of planning sriidy and is included in the project file. E Citizens Informational Workshop Comment Sheet TIP Nos. R-2530B, B-4974 and R-2527 November 18, 2010 Please take a few minutes to share your thoughts about the inforniation discussed at today's meeting. Please complete the comment sheet and return it to the comment table. NAME: print ADDRESS: (Please print) Neighborhood: Phone/Email address: COMMENTS Please send comments to: Gregory Thorpe, Ph.D., Manager ATTN: Lisa Feller, PE, Project Development Engineer NCDOT-PDEA North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1548 THANK YOU FOR ATTENDING THE WORKSHOP. YOUR COMMENTS ARE VERY IMPORTANT IN THE PROJECT DEVELOPMENT PROCESS. 7