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HomeMy WebLinkAbout19970190 Ver 1_Complete File_19970303' r - s SWE STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. DIVISION OF HIGHWAYS GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 February 28, 1997 U. S. Army Corps of Engineers Regulatory Field Office P. O. Box 1890 Wilmington, North Carolina 28402-1890 ATTN.: Mr. Cliff Winefordner Chief, South Section Dear Sir: GARLAND B. GARRETr JR. SECRETARY RECEIVED MAR Q 3 1997, ENVIRONMENTAL SCIEWW n? A tit(+H Subject: McDowell County, Replacement of Bridge No. 175 over the Second Broad River on SR 1150, Federal Project No. BRZ-1150(5), State Project No. 8.2870401, T.I.P. No. B-2586. Please find enclosed three copies of the project planning report for the above referenced project. Bridge No 175 will be replaced approximately 12 meters (40 feet) upstream (west) of the existing location with a bottomless culvert approximately 17 meters (56 feet) long and 10.2 meters (34 feet) wide. SR 1150 will be closed during construction and traffic will be maintained on existing area roads. Construction of the proposed project will not impact jurisdictional wetland communities. The project is being processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR 7 b). Therefore, we do not anticipate requesting an individual permit, but p ose top oceed under a Nationwide Permit in accordance with 33 CFR Appendix (B-23). T e provisions of Section 330.4 and Appendix A (C) of these regulations ill be fo owed in the construction of the project. We anticipate the 401 General Certification No. 2745 (Categorical Exclusion) will apply to this project, and are providing one copy of the CE document to the North Carolina Department of Environment, Health and Natural Resources, Division of Water Quality, for their review. ea ~ Iti.. ? N 2 We also anticipate that comments from the North Carolina Wildlife Resources Commission (NCWRC) will be required prior to authorization by the Corps of Engineers. By copy of this letter and attachment, NCDOT hereby requests NCWRC review. NCDOT requests that NCWRC forward their comments to the Corps of Engineers. If you have any questions or need additional information please call Ms. Alice N. Gordon at 733-7844 Ext. 307. Sincerely, H. Franklin Vick, P.E., Manager Planning and Environmental Branch fIFV/plr cc: w/attachment Mr. Steve Lund, Corps of Engineers, Asheville Field Office Mr. John Dorney, NCDEHNR, Division of Water Quality ---.,Mr. Kelly Barger_ P. E. Program Development Branch Mr. Don Morton, P.E., Highway Design Branch Mr. A. L. Hankins, P.E., Hydraulics Unit Mr. William J. Rogers, P.E., Structure Design Unit Mr. Tom Shearin, P.E., Roadway Design Unit Mr. W. D. Smart, P.E., Division 13 Engineer Mr. Charles Cox, P & E Project Planning Engineer Ms. Stephanie Goudreau, Mt. Region Coordinator CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM TIP Project No. B-2586 State Project No. 8.2870401 Federal-Aid Project No. BRZ-1150(5) A. Project Description: (include project scope and location) NCDOT proposes to replace Bridge No. 175 over the Second Broad River on SR 1150 in McDowell County. The existing one-lane truss bridge will be replaced with a bottomless culvert approximately 12.2 m (40 ft) upstream (west) of the existing location. The general location of project is shown in Figure 1, the proposed improvements are shown in Figure 2, and photos of the existing conditions are shown in Figure 3. The proposed bottomless culvert is approximately 17 m (56 ft) long. It is a single 11.0 m x 2.4 m (36 ft x 8 ft) reinforced concrete structure. The culvert will have a clear roadway width of 10.2 m (34 ft) with two 3.0 m 10 ft) wide lanes and 2.1 m (7 ft) on each side. SR 1150 will be closed during construction, and traffic will be maintained on existing area roads (see Figure 1 for detour route.) B. Purpose and Need: The existing bridge dates back to before 1920. The bridge maintenance records give the bridge a sufficiency rating of 21.6 out of a possible 100.0, with an estimated remaining life of less than five years. The deck is only 3.4 m (11.1 ft) wide. The existing bridge is posted 9.1 metric tons (10 tons) for single vehicles and 11.8 metric tons (13 tons) for truck- tractor semi-trailers. For these reasons, Bridge # 175 needs to be replaced. C: Proposed Improvements: Circle one or more of the following improvements which apply to the project: Type II Improvements 3- 1. Modernization of a highway by resurfacing, restoration, rehabilitation, reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking weaving, turning, climbing). a. Restoring, Resurfacing, Rehabilitating, and Reconstructing pavement (3R and 4R improvements) b. Widening roadway and shoulders without adding through lanes 2 Dare:, 1 /9'3 Revised: 1/94 2. C. Modernizing gore treatments d. Constructing lane improvements (merge, auxiliary, and turn, lanes) e. Adding shoulder drains f. Replacing and rehabilitating culverts, inlets, and drainage pipes, including safety treatments g. Providing driveways pipes h. Performing minor bridge widening ( less than one through lane) Highway safety or traffic operations improvement projects including the installation of ramp metering control devices and lighting. A 3. 4. a. Installing ramp metering devices b. Installing lights c. Adding or upgrading guardrail d. Installing safety barriers including Jersey type barriers and pier protection e. Installing or replacing impact attenuators f. Upgrading medians including adding or upgrading median barriers g. Improving intersections including relocation and/ or realignment h. Making minor roadway realignment i. Channelizing traffic j.? Performing clear zone safety improvements including removing hazards and flattening slopes k. Implementing traffic aid systems, signals, and motorist aid 1. Installing bridge safety hardware including bridge rail retrofit Bridge rehabilitation, reconstruction, or replacement or the construction of grade separation to replace existing at-grade railroad crossings. a. Rehabilitating, reconstructing, or replacing bridge approach slabs b. Rehabilitating or replacing bridge decks c. Rehabilitating bridges including painting ( no red lead paint), scour repair, fender systems, and minor structural improvements Replacing a bridge (structure and/or fill) Transportation corridor fringe parking facilities. V s e, 5. Construction of new truck weigh stations or rest areas. 3 Date: 1/93 Revised: 1/94 6. Approvals for disposal of excess right-of-way or for joint or limited use of right-of-way, where the proposed use does not have significant adverse impacts. 7. Approvals for changes in access control. 8. Construction of new bus storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such construction is not inconsistent with existing zoning and located on or near a street with adequate capacity to handle anticipated bus and support vehicle traffic. 9. Rehabilitation or reconstruction of existing rail and bus buildings and ancillary facilities where only minor amounts of additional land are required and there is not a substantial increase in the number of users. 10. Construction of bus transfer facilities (an open area consisting of passenger shelters, boarding areas, kiosks and related street improvements ) when located in a commercial area or other high activity center in which there is adequate street capacity for projected bus traffic. 11. Construction of rail storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such construction is not inconsistent with existing zoning and where there is no significant noise impact on the surrounding community. 12. Acquisition of land for hardship or protective purposes, advance land acquisition loans under section 3 (b) of the UMT Act. Hardship and protective buying will be permitted only for a particular parcel or a limited number of parcels. These types of land acquisition will not limit the evaluation of alternatives, including shifts in alignment for planned construction projects, which may be required in the NEPA process. No project development on such land may proceed until the NEPA process has been completed. D. SMcial Project Information Environmental Commitments: 1. All standard measures will be implemented to avoid or minimize environmental impacts. 2. Construction is likely to be authorized by provision of General Nationwide Permit 33 CFR 330.5 (A) 23. A Section 401 Water Quality Certification will also be required for the project. 4 Date: 1/93 Revised: 1/94 3. Second Broad River is not a designated trout water; however, since McDowell County is a designated "trout county", the project will be coordinated with the N.C. Wildlife Resources Commission (WRC). The WRC has stated that they are unaware of any other special concerns for this area (see WRC memo in Appendix A, page A-1.) Estimated Costs: Construction $ 250,000 Right of Way $ 45,000 Total $ 295,000 Estimated Traffic: Current - 200 VPD Year 2016 - 400 VPD Proposed Typical Roadway Section: 6-meter (20-foot) wide travelway plus 1.2-meter (4-foot) grassed shoulders. Note: shoulders will be 0.9 meter (3 feet) wider if guardrail is needed. Design Speed: 96.8 km/h (60 mph) Functional Classification: Local Rural Route Division Office Comments: The Division 13 Engineer concurs with the proposed improvements and with the temporary closure of the roadway during construction. E. Threshold Criteria 11 1* w If any Type II actions are involved in the project, the following evaluation must be completed. If the project consists gWy of Type I improvements, the following checklist does not need to be completed. 5 Date: 1/93 Revised: 1/94 ECOLOGICAL YES NO (Refer to the attached natural resources technical report in Appendix B) (1) Will the project have a substantial impact on any unique on any unique or important natural resource. 17 -1 F X (2) Does the project involve any habitat where federally listed endangered or threatened species may occur? (Based on the March, 1995 USFWS list) X (3) Will the project affect anadromous fish? X (4) If the project involves wetlands, is the amount of permanent and/or temporary wetland taking less than one-third (1/3) acre and have all practicable measures wetland to avoid and minimize takings been evaluated? N.A. (The project will not impact jurisdictional wetlands.) (5) Will the project require use of U. S. Forest Service lands? F-1 X (6) Will the quality of adjacent water resources be adversely impacted by proposed construction activities? F-1 X (7) Does the project involve waters classified as Outstanding Water Resources (OWR) and/or High Quality Waters ? (HQW)? X (8) Will the project require fill in waters of the United States in any of the designated mountain trout counties? FX1 (9) Does the project involve any known underground storage tanks (UST's) or hazardous materials sites? F] X 6 PERMITS AND COORDINATION (10) If the project is located within a LAMA county, will the project significantly affect the coastal zone and/or any "Area of Environmental Concern" (AEC)? (11) Does the project involve Coastal Barrier Resources Act resources? (12) Will a U. S. Coast Guard permit be required? (13) Will the project result in the modification of any existing regulatory floodway? (See Figure 4) Date: 1/93 Revised: 1/94 YES NO Cx ?x ?x ?x (14) Will the project require any stream relocations or channel ? changes? X SOCIAL AND ECONOMIC YES NO (15) Will the project induce substantial impacts to planned growth or land use for the area? F-1 X (16) Will the project require the relocation of any family or ? business? X (17) If the project involves the acquisition of right of way, is the amount of right of way acquisition considered minor? X (18) Will the project involve any changes in access control? 11 X (19) Will the project substantially alter the usefulness and/or land use of any adjacent property? 1-1 X r w (20) Will the project have an adverse effect on permanent local traffic patterns or community cohesiveness? F-1 X 7 Date: 1/93 Revised: 1/94 (21) Is the project included in an approved thoroughfare plan and/or Transportation Improvement Program (and is, therefore, in conformance with the Clean Air Act of ? 1990)? X (22) Is the project anticipated to cause an increase in traffic - volumes? F-1 X ' (23) Will traffic be maintained during construction using existing roads, staged construction, or on-site detours? X (24) Is there substantial controversy on social, economic, or environmental grounds concerning the project? 1-1 X (25) Is the project consistent with all Federal, State, and local laws relating to the environmental aspects of the action? X CULTURAL RESOURCES YES NO (26) Will the project have an "effect" on properties eligible for or listed on the National Register of Historic Places? (See SHPO memos in Appendix A, pages A-2 through D X A-5) (27) Will the project require the use of Section 4(f) resources (public parks, recreation lands, wildlife and waterfowl refuges, historic sites or historic bridges, as defined in Section 4(f) of the U. S. Department of Transportation Act of 1966)? 1-1 X (28) Will the project involve construction in, across, or adjacent to a river designated as a component of or proposed for inclusion in the natural Wild and Scenic Rivers? F-1 X 8 Date: 1/93 Revised: 1/94 F. Additional Documentation Required for Unfavorable Responses in Part E (Discussion regarding all unfavorable responses in Part E should be provided below. Additional supporting documentation may be attached as necessary.) The project lies within a designated "trout county" and will be coordinated with "C. "C has stated that trout do not inhabit the river in the vicinity of project and that they are unaware of any other special concerns for this area (see memo in Appendix A, page A-1.) 9 Date: 1/93 Revised: 1/94 G. CE Approval TIP Project No. B-2586 State Project No. 8.2870401 Federal-Aid Project No. BRZ-11500 Project Description : (include project scope and location) NCDOT proposes to replace Bridge No. 175 over the Second Broad River on SR 1150 in McDowell County. The existing one-lane truss bridge will be replaced with a bottomless culvert approximately 12.2 m (40 ft) upstream (west) of the existing location. The proposed bottomless culvert is approximately 17 m (56 ft) long. It is a single 11.0 m x 2.4 m (36 ft x 8 ft) reinforced concrete structure. The culvert will have a clear roadway width of 10.2 m (34 ft) with two 3.0 m (10 ft) wide lanes and 2.1 m (7 ft) shoulders on each side. Categorical Exclusion Action Classification: (Check one) TYPE II (A) X TYPE II (B) Approved: I-r9-9? ???. y Date Assistant Manager Planning & Environmental Branch ,? ..oeI P Date kqp& Planning Unit Head %,?' i C,' i ?` .~i. nryn e M r 19 I328 r a° e ect Planning Engine G IN E`o •`?©.° zles ?" For Type II (B) projects only: Date Divisio Administrator Federal Highway Administration TIP ID NO. B-2586 FIGURES ,?„ ...?, x 1? Wood wn 1 ? McD ELL 0 1 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PLANNING AND ENVIRON ENTAL BRANCH SR 1150 OVER SECOND BROAD RIVER BRIDGE NO. 175 McDOWELL COUNTY T. I. P. NO. B - 2586 0 mile 1/2 FIG. 1 ? ? ` fleaaant Garden 2 `• ?Q?SGpN 70 g 6 • 1 oft `• 6't 3 `. ` ?Ridgeaest ? Sugar Mill ' w ?+1 h .00 OI .16 ' 17N ?? ZS S ?? 0 STUDIED DETOUR ROUTE PHOTOS OF EXISTING CONDITIONS TIP PROJECT NO. B-2586 SOUTH APPROACH NORTH APPROACH WEST SIDE FIGURE 3 179 ?r _ g. ZONE X vell County Goose e? )orated Areas 0 1789 370148 ZONE A o a z 1785 ZONE A 0 0 • ZONE X Y 1788 1147 O 8?a cr • 211 2 1 17se J ? as cot O N 1149 creek BRIDGE NO. 175 ' 1150 1787 ZONE X 'o n % u pl 147 ZONE A ?k 1148 % 1147 a h It 100-YEAR FLOODPLAIN LIMITS J c? e? 1 196 J o, ZONE A C0 z ZONE X ZO.'V E A ?' "u • III > ?_. BR09n lp? 4Q 11 ? NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PLANNING AND ENVIRONMENTAL BRANCH BRIDGE NO. 175, SR 1150 OVER SECOND BROAD RIVER 100 - YEAR FLOODPLAIN McDOWELL COUNTY T. I. P. PROJECT NO. B - 2586 FIG. 4 TIP ID NO. B-2586 APPENDIX A CORRESPONDENCE FROM FEDERAL AND STATE AGENCIES 1!? 2 21993 ® North Carolina Wildlife Resources CommissC4*6n" ?''" 512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391 Charles R. Fullwood, Executive Director MEMORANDUM TO: L. J. Ward, P. E., Manager Planning and Environmental Branch, NCDOT FROM: Stephanie E. Goudreau, Mt. Region Coordinator Habitat Conservation Program DATE: September 20, 1993 SUBJECT: NCDOT Scoping Meeting for Bridge #175 on SR 1150 over Second Broad River, McDowell County, TIP #B-2586. Due to temporary staffing shortages, the North Carolina Wildlife Resources Commission (NCWRC) will be unable to send a representative to the scoping meeting for this project. No special concerns have been identified by NCWRC biological staff regarding this project. Thank you for the opportunity to provide input to the early planning stages for this project. If we can further assist your office, please contact me at 704/652-4257. cc: Mr. David Yow, Acting Highway Project Coordinator A-1 M SWLq CS.r North Carolina Department of Cultural Resourc James B. Hunt, Jr., Governor DivisiBetty Ray McCain, Secretary WiDecember 21, 1993 Nicholas L. Graf Division Administrator Federal Highway Administration Department of Transportation 310 New Bern Avenue Raleigh, N.C. 27601-1442 Re: Replace Bridge No. 175 on SR 1150 over Second Broad River, McDowell County, B-2586, ER 94-7440 Dear Mr. Graf: On December 17, 1993, Robin Stancil of our staff met with North Carolina Department of Transportation (NCDOT) staff for a meeting concerning the above project. We reported our available information on historic architectural and archaeological surveys and resources along with our recommendations. NCDOT provided project area photographs and aerial photographs at the meeting and for our use afterwards. Based upon our review of the photographs and the information discussed at the meeting, we offer our preliminary comments regarding this project. In terms of historic architectural resources, we are aware of the following historic structure in the area of potential effect: Bridge No. 175 on SR 1 150 over Second Broad River. Bridge No. 70 is the last Pratt Pony Truss in McDowell County. From the photographs presented at the meeting, we believe the bridge retains its integrity and appears potentially eligible for inclusion in the National Register of Historic Places under Criteria A and C for transportation and engineering, respectively. Please note removal of the bridge would constitute an adverse effect upon the structure and measures to avoid or minimize the adverse, effect will be necessary. This project is also subject to Section 4(f) of the U.S. Department of Transportation Act. There are no known archaeological sites within the proposed project area. Based on our present knowledge.of the area, it is unlikely that any archaeological resources which may be eligible for inclusion in the National Register of Historic Places will be affected by the project construction. We, therefore, recommend that no archaeological investigation be conducted in connection with this project. A-2 109 East Jones Street • Raleigh, North Carolina 27601-2807 Nicholas L. Graf December 21, 1993, Page 2 Having provided this information, we look forward to receipt of either a Categorical Exclusion or Environmental Assessment which indicates how NCDOT addressed our comments. The above comments are made pursuant to Section 106 of the National Historic Preservation Act of 1966 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, please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. Sincerely, David Brook Deputy State Historic Preservation Officer DB:slw cc: L. J. Ward B. Church T. Padgett'` A-3 r M i/ North Carolina Department of Cultural Resources James B. Hunt, Jr., Governor Betty Ray McCain, Secretary November 30, 1995 Nicholas L. Graf Division Administrator Federal Highway Administration Department of Transportation 310 New Bern Avenue Raleigh, N.C. 27601-1442 Re: Metal Truss Bridge Evaluations, ER 96-7884 Davidson #257, B-2540 Henderson #61, B-2575 McDowell #175, B-2586 McDowell #70, B-2587 Polk #47, B-2604 Polk #105, B-2605 Polk #44, B-2606 Polk #17, B-3018 Polk #19, B-3019 Rutherford #273, B-3041 Dear Mr. Graf: Division of Archives and History William S. Price, Jr., Director Thank you for your letter of November 9, 1995, transmitting the metal truss bridge evaluations for the above projects. For purposes of compliance with Section 106 of the National Historic Preservation Act, we concur that the following properties are eligible for the National Register of Historic Places under the criteria cited: Davidson #257. Bridge #257 is eligible under Criterion A for its association with the development of the Carolina Aluminum Company power plant at High Rock Lake, and under Criterion C because it was manufactured by the prolific Virginia Bridge and Iron Company and is one of only two Pratt through truss bridges left in Davidson and the surrounding counties. Henderson #61. Bridge #61, a Pratt through truss bridge, is eligible under Criterion A for its association with the expansion of the Tuxedo Hydroelectric Plant under Duke Power's ownership. Polk #47. Polk #47 is eligible under Criterion C because it is one of only five Parker truss bridges remaining on the state system. Polk #105. Polk #105 is eligible under Criterion C because it is one of only five Parker truss bridges remaining on the state system. A-4 109 East Jones Street - Raleigh, North Carolina 27601-2807 Nicholas L. Graf 11/30/95, Page 2 Rutherford #273. Rutherford #273 is eligible under Criterion C because it was manufactured by the prolific Champion Bridge Company and is one of only five Camelback truss bridges remaining on the state system. The following properties were determined not eligible for listing in the National Register of Historic Places: McDowell #175. McDowell #175 is an example of the relatively common 13-2?? Pratt pony truss bridge, and lacks special historical significance. McDowell #70 and Polk #44. These bridges are examples of the relatively common Pratt through truss bridge, and lack special historical significance. Polk #17 and Polk #19. These bridges are examples of the relatively common, though locally rare, Warren pony truss bridge and lack special historical significance. In general, the evaluations meet our office's guidelines and those of the Secretary of the Interior. 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, please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763. Sincerely, /?? v David Brook r X/ f Deputy State Historic Preservation Officer DB:slw cc: H. F. Vick Church R-5 TIP ID NO. B-2586 APPENDIX B NATURAL RESOURCES REPORT Proposed Replacement of Bridge No. 175 on SR 1150 over Second Broad River McDowell County TIP # B-2586 State Project No. 8.2870401 F.A. Project No. BRZ-1150(5) Natural Resources Technical Report B-2586 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PLANNING AND ENVIRONMENTAL BRANCH ENVIRONMENTAL UNIT RUBY PHARR, ENVIRONMENTAL CONSULTANT NOVEMBER 18, 1994 _.B-1 TABLE OF CONTENTS 1 0 1 INT RODUCTION ................................................................... ...................... . 1 1 1 Project Description ............................................................ ...................... . .. 1 2 1 Purpose ............................................................................. .................... . 1 3 1 Study Area ................ ............................ :............................ ...................... . 1 4 1 Methodology .................................................................... ...................... . 2 1.5 Physiography and Soils ...................................................... _ ...................... 2 0 2 WA TER RESOURCES ............................................................ ...................... . 3 1 2 Waters Impacted ................................................................ ...................... . 2.1.1 Stream Characteristics ............................................ ...................... 3 2.1.2 Best Usage Classification ....................................... ...................... 3 3 1.3 Water uali........ 2 ...................... . 4 2.2 Anticipated Impacts: Water Resources .............................. ...................... 3.0 BIOTIC RESOURCES ................................................................................... 4 ............................................................. 3.1 Terrestrial Communities • • . . . . . 4 3. 1.1 Man-Dominated Community ........................................................ 4 3.1.2 Piedmont/Low Mountain Alluvial Forest ...................................... 5 3.2 Aquatic Community ................................................................................ 6 3.3 Anticipated impacts to Biotic Communities ........................................ 6 .... 7 3.3.1 Terrestrial Community ............................................................. 3.3.2 Aquatic Community 7 ......................................................................... 4.0 SPECIAL TOPICS 8 4.1 Waters of the United States: Jurisdictional Issues .................................... 8 4.1.1 Permits ......................................................................................... 8 4.1.2 Mitigation .........................I...........................................................9 4.2 Rare or Protected Species ........................................................................ 9 4.2.1 Federally Protected Species ......................................................... 9 4.2.2 Federal Candidate and State Protected Species ........................... 11 5.0 REFERENCES ............................................................................................ 14 B-2 1_0 INTRODUCTION The following report is submitted to assist in preparation of a Categorical Exclusion (CE) for the proposed replacement of bridge # 175 on SR 1150 over the Second Broad River in McDowell County. Included are inventories of natural resources occurring within the project area and identification of environmental concerns which must be addressed in the planning stages of the project. 1.1 Project Description Two alternatives are proposed for this project. Each alternative proposes replacement of the existing 18.6 m (62 ft) long 3.3 m (11 ft) wide steel truss bridge with a 18.9 m (63 ft) long 7.2 m (24 ft) wide structure. A triple barrel 3.6 m (12 ft) by 2.7 m (9 ft) reinforced concrete box culvert is proposed. Proposed right-of-way (ROW) for both alternatives is 12 m (40 ft). Project length is 137 m (450 ft). Alternate 1 - The existing bridge will be removed and replaced at its existing location. The road will be closed during construction. Traffic will use an alternate route. Alternate 2 - Bridge No. 175 will be replaced approximately 7.5 m (25 ft) west of the existing bridge with realignment of approaches. Traffic will be maintained on an alternate route during construction. The road will be closed. 1.2 Purpose The purpose of this document is to inventory, catalog, and describe the natural resources identified within the project vicinity and estimate potential impacts to these resources. Recommendations for measures which will minimise resource impacts are included. 1.3 Study Area The proposed project site lies in McDowell County approximately 3.2 km (2 mi) south of Glenwood. (Figure 1) This site is in a rural hilly setting. The immediate landscape surrounding the project site has been altered by man, including fields, lawns, and roadways. Industry Agriculture, and Recreation are primary land uses in the county. 1.4 Methodology Preliminary resource information was gathered and reviewed prior to the site visit. Information sources included: U.S. Geological Survey (USGS) quadrangle map B-3 w _Pleasant Garden 2 1?1 s 70 to ? GPN C A arlm a • ?Pts a 70, 6 r • ad at ` • r •1 3 1 lenwood • d beaest 'i `Jw Sugar Hill 8 Dysartsl ? 1221 40 1714 17r •. .0. .fW .02 .16 17 171! •? 0 .23 o .. 7s1 30 ' i r B-4 NORTH CAROLINA DEPARTMENT OF /IN TRANSPORTATION DIVISION OF HIGHWAYS Y7 PLANNING AND ENVIRONMENTAL BRANCH BRIDGE NO. 175, SR 1150 McDOWELL COUNTY T. I. P. PROJECT B - 2586 FIG. 1 2 (Glenwood), Soil Conservation (SCS) soils map of this section of McDowell County, NCDOT aerial photograph of project area (1:1200), North Carolina Division of Environmental Management (DEM) water-quality classifications for the Broad River Basin, Fish and Wildlife Service (FWS) list of protected species and North Carolina Natural Heritage Program (NC-NHP) database of uncommon and protected species and unique habitats. Field surveys were conducted along the proposed alignment on October 10, 1994. Plant communities were identified and recorded. Wildlife was surveyed using a number of observation techniques: active searching, visual observations (binoculars), and recording the identifying signs of wildlife (sounds, scats, tracks, and burrows). Cursory surveys of aquatic communities were conducted. 1.5 Physiography and Soils Most of McDowell County is in the east-central part of the mountain Physiographic Province. The southeastern part of the county lies in the foothill area of the Piedmont Physiographic Province. The B-2586 project site is in this southeastern area. The topography of the county is predominantly strongly sloping to very steep uplands. Elevations in the county range from 294 in (980 ft) to 1699.5 m (5,665 ft). The project site elevation ranges from 372 m (1240 ft) and 378 m (1260 ft). The soil found in the vicinity of the proposed project is the Rosman loam. This soil consists of very deep, well drained soils that formed in stream sediments. This soil occurs on floodplains along major streams and is occasionally flooded for very brief periods. Slope is 0 to 3 percent. Rosman soil is a coarse-loamy, mixed, mesic Fluventic Haplumbrept. Rosman loam has moderately rapid permeability and surface runoff is slow. Depth to bedrock is greater than 1.5 in (5 ft). The seasonal high water table is 1.2 in (4 ft) to 1.5 in (5 ft) below the surface. Rosman loam is not a hydric soil but all areas of Rosman loam are listed as important farmland. However, the occurrence of this soil at this site is a narrow foodplain of limited use for farmland. 2.0 WATER RESOURCES This section describes the physical characteristics, Best Usage Standards, and water quality of the water resources to be impacted by the proposed project. Probable impacts to these waters are also discussed. IL-5 3 2.1 Waters Impacted Second Broad River is in the Broad River Basin and arises approximately 11 km (7 mi) northwest of the project crossing. The river flows generally west to east at the project site before turning south to join the Broad River at river mile 10.7. The confluence of the Second Broad River and the Broad River is located approximately 38.4 km (24 mi) south of bridge No. 175. 2.1.1 Stream Characteristics Second Broad River is approximately 7.5 m (25 ft) wide, with depths ranging from 0.15 m (0.5 ft) to 0.45 m (1.5 ft) with few pools. The substrate is composed of sand, gravel and boulders with occasional rocky shoals. Some sedimentation is present but the water is generally clear. 2.1.2 Best Usage Classification From its source to Roberson Creek, Second Broad River has been assigned a Best Usage Classification of Class WS-V by the North Carolina Department of Environment, Health and Natural Resources (DEHNR, 1993). Class WS-V designates waters protected as water supplies which are generally upstream and draining to Class WS-IV waters; no categorical restrictions on watershed development or treated waste-water discharges are required, however, the Commission or its designee may apply appropriate management requirements as deemed necessary for the protection of down-stream receiving waters. Class WS-V waters are also suitable for all Class C uses. Class C designates waters suitable for aquatic life propagation and survival, fishing, wildlife, secondary recreation, and agriculture. No waters designated as High Quality Waters (HQW), Outstanding Resource Waters (ORW), WS-I or WS-II occur within 1.6 km (1 mi) of the project area. 2.1.3 Water Quality The Benthic Macroinvertebrate Ambient Network (BMAN) assesses water quality by sampling for selected benthic macroinvertebrate organisms. The species richness and overall biomass are reflections of water quality. The only sampling recorded for Second Broad River was taken near Chffside on SR-1973 in Rutherford County - over 32 km (20 mi) south of the project site. A rating of "Good-Fair" was given the river at that point in July, 1989. The DEM National Pollutant Discharge Elimination System (NPDES) report lists no permitted discharge sources for this section of Second Broad River. B-6 4 2.2 Anticipated Impacts: Water Resources . Potential impacts to the waters affected by the proposal project include decreases of dissolved oxygen and changes in water temperature. This may occur due to removal of streamside canopy. Other impacts to water resources in the project area could occur from substrate disturbance, sedimentation and increased turbidity. Increased sedimentation may clog gills and smother eggs of many aquatic organisms that are important in the food chains of many other species. A fish kill could result from allowing wet concrete to come in contact with river water. Best Management Guidelines should be enforced to prevent degradation of this stream. 3.0 BIOTIC RESOURCES This section describes the ecosystems encountered and the relationships between dominant plant and animal species within the terrestrial and aquatic communities at this site. Scientific nomenclature and common name (when applicable) are used for species described. Subsequent references to the same species will use common name only. Animal species which were observed directly and indirectly during the field survey are denoted with an (*). Complete listings of the flora and fauna which may occur in the study area can be found in one or more of the technical references listed in Section 5.0. 3.1 Terrestrial Communities Two distinct biotic community types were identified in the project impact zone, however, there is some degree of overlap between communities, particularly the faunal components. Many terrestrial animals utilize a variety of habitats and may occur throughout the area. 3. 1.1 Man-Dominated Community I This highly disturbed community includes maintained roadsides, and river banks, a small field, and mowed lawns. Most of the plants in these areas have either been planted by man or are "weedy" species adapted to disturbed areas. The low-growing mowed roadside vegetation includes Fescue grasses (Festuca spp), red clover Trifolium ratense), dandelion Taraxacum' officinale , plantains PlantaQo spp), yarrow Achillea mille_ folium), and Queen Anne's lace (Daucus carota). The less intensely maintained road banks and river banks south of Second Broad 'River contain: stump sprouts of alluvial forest hardwoods, thistle Cirsium altssimum), Joe-Pye Weed (Eupatorium fistulosum , wing stem Verbesina occidentalis), sensitive B-7 5 briar Sc( hrankia microphvlla), ox=eye daisy (Chrysanthemum leucanthemum), Aster (Aster spp), goldenrods Solids o spp.) black raspberry (Rubus occidentalis), and Japanese honeysuckle Lonicera a onica . The small field was partially used as a vegetable garden early in the growing season, but has been allowed to grow up in tall weedy species, including: woolly mullein (Verbascum thapsus), goldenrods, asters, sourgrass (Rumex acetosella), horseweed Eri eron canadensis), evening primrose (Oenothera biennis), ground cherry Ph salis vir ' 'ana broom straw (Andropogon scoparius), wild lettuce (Lactuca canadensis), Johnson grass (Sorghum hale ense , crabgrass (Digitariaa sangninalis), and ragweed (Ambrosia artemisii folia). A small area of slightly higher elevation which will be crossed by Alternate 2 is dominated by second growth Virginia pines (Pinus virg_iniana) and a sparse layer of early successional herbs. Most of the area south of the river is occupied by the mowed lawns of two homes that are located there. The river banks there have been raised by grading for the home sites and are periodically cleared. The Man-Dominated Community is made up of small fragmented areas that would have limited habitat for resident species Also the presence of man in the area would also limit animal usage of the area. However, some opportunistic animal species residing in nearby areas would use these areas as foraging zones. Various species of reptiles, birds, and mammals may venture into the garden or roadside environment to feed on seeds, berries, roots, and insects. These species include: Carolina chickadee (Parus carolinensis)*, northern cardinal Cardinalis cardinalis), American robin Turdus migratorius), Carolina wren (Thryothorus ludovicianus) and white-throated sparrow (Zonotrichia albicollis). Snakes such as the black racer Columber constrictor) and eastern garter snake (Thamnophis sigt is) may venture into this habitat to feed on insects and small mammals. Cottontail rabbit S lDa s floridanuis mallurus , Eastern Virginia opossum Didel his vir ' ' na , striped skunk (Mephitis mephitis) and raccoon (Procyon lotor) frequently forage nocturnally in these habitats and travel along roadways. As a result, they may become roadkills which may attract scavenger species including turkey vulture (Cathartes aura and common crow (Corvus brachrhmhos)*, as well as domestic dogs and cats. 3.1.2 Piedmont/Low Mountain Alluvial Forest This palustrine community exists in narrow floodplain adjacent to the Second Broad River on its south side. The dominant canopy trees are sycamore (Platanus occidentalis), black walnut (Juglans nigra) and yellow poplar (Liriodendron tali ifera . Other canopy trees present include white ash (Fraxinus americana), and white oak uercus &a). Subcanopy trees include hop hornbeam (C inus caroliniana B:-"8 6 American holly (Ilex Maca), dogwood (Corpus florid a), serviceberry (Amelanchier arborea), persimmon (Diospyros vir miana), witch hazel (Hamamelis virginiana), hawthorne (Crataegus flabellata), and wild cherry (Prunus serotina). Shrubs include tag alder (Alnus serralata), hazelnut (Corylus americana), yellowroot (Xanthorhiza simplicissima) and dog hobble (Leucothoe fontanesiana). Vines present include Virginia creeper (Parthenocissus vir ' 'ana , trumpet vine (Campsis radicans), greenbriars (Smilax spp.) and poison ivy (Toxicodendron radicans). A sparse herb layer includes river cane (Arundinaria ggantea), false solomon's seal (Smilacina. racemosa), arrow-leaf ginger ri (HexasbLhs arifolia), bedstraw G( alium tinctorium ,New York fern (Thelypte s noveboracensis), grape fern (Bo chium sp.) and violet (Viola sp.). This small corridor along the river would be utilized by most of the species already listed. This small community is limited in its ability to support a unique faunal community. 3.2 Aquatic Community The vegetation along the river would provide a good supply of terrestrial detritus to provide food chain energy. The dedritus is decomposed by bacteria or consumed by macroinvertebrates such as aquatic insects. Aquatic invertebrates are a major component of stream ecosystems, as primary and secondary consumers, and as prey species for fish, frogs, birds, and mammals. Aquatic invertebrates, including crayfish (Cambaridae spp.) and insects are present in Second Broad River. Too small to support game fishing, Second Broad River contains the following species: yellow-fin shiner (Notropis lutipinnis), Fiery back shiner otro is pyrrhomelas), blacknose dace (Rhinichthys atratulus), striped jumprock (Moxostoma ruiscartes), highback chub H bo sis hypsinotus), seagreen darter (Etheostoma thalassimum), and stoneroller (Compostoma anomalum). Vertebrate species associated with the aquatic environment include: Queen snake (Regina septenvittata) which feeds on crayfish; northern dusky salamander (Desmognathus fuscus) and two-lined salamander (Eurycea bislineata); green frog (Rana clamitans) mainly feed on insects, snails and worms. Raccoons also utilize aquatic organisms as food including crustaceans, fish and amphibians. 3.3 Anticipated Impacts: Biotic Communities Biotic community impacts, resulting from project construction are being addressed separately as terrestrial impacts and aquatic impacts. However, it is important to understand that construction impacts may not be restricted to the community in which it B-9 7 occurs. All measures possible should be taken to ensure no sediment leaves the construction site. 3.3.1 Terrestrial Communities The natural communities that originally occurred in the project area have been fragmented and reduced as a result of previous development. However, since Alternate l plans to follow the same route as the existing bridge and roadway and maintain the same 12 m (40 ft) right-of-way that now exists, little additional disturbance or fragmentation will occur permanently. Alternate 2 will require a larger area of disturbance because the bridge and the roadway will be replaced along a new alignment. Vegetation will be removed and more grading will be required increasing the risk of sedimentation reaching the river. Mobile species will be displaced during the activity associated with construction and may return but small burrowing animals may be destroyed. Reducing shelter, nesting and foraging habitat will reduce animal species. Impacts in hectares/acres, based on 12 m (40 ft) ROW are shown in Table 1. TABLE 1 Estimated Impacts to Terrestrial Communities Community Type* Hectare/Acre Alternative # MD P/LMAF Total Alternative 1 0.14/0.34 0.01/0.02 0.15/0.36 Alternative 2 0.17/0.41 10- 0.17/0.41 MD = Man Dominated Community P/LMAF = Piedmont/Low Mountain Alluvial Forest 3.3.2 Aquatic Community Anticipated impacts to the stream community are related to construction - related habitat disturbance and sedimentation. Even though disturbance and sedimentation may be temporary during construction, environmental impacts from these processes may be long-lived or irreversible. The aquatic environment is a major food source for terrestrial species, and a means of predator avoidance for amphibians, and snakes in the area. Construction - related sedimentation can be harmful to local populations of invertebrates. Filter feeders may be covered and smothered by substrate disturbance and sedimentation resulting from E- *11 0 8 construction - related erosion. Increased sediment loads and suspended particulates may smother fish eggs, reduce oxygen - carrying capacity, and change water-temperatures. Removal of shading vegetation could also affect water temperatures. Contact with wet concrete would also affect water quality and aquatic organisms. 4.0 SPECIAL TOPICS 4.1 Waters of the United States Wetlands and surface waters fall under the broad category of "Waters of the United States" as defined in 33 CFR 328.3 and in accordance with provisions of Section 404 of the Clean Water Act (33 U.S.C. 1344) and are regulated by the U.S. Army Corps of Engineers (COE). Potential wetland communities were evaluated using the criteria specified in the 1987 "U.S. Army Corps of Engineers Wetlands Delineation Manual." For an area to be designated a "wetland," the following criteria three specifications must be met: 1) presence of hydric soils, 2) presence of hydro phytic vegetation, and 3) evidence of hydrology, or hydrological indicators, including: saturated soils, stained oxidized rhizospheres, matted vegetation, high water marks on trees, buttressed tree bases, and surface roots. No wetland communities were identified within the project ROW. Construction of the proposed project will have no impacts on any jurisdictional wetland communities. 4. 1.1 Permits Construction is likely to be authorized by provisions of General Nationwide permit 33 CFR 330.5 (A) - 23. McDowell County is one of 25 counties designated as having trout waters. Projects in these counties must be reviewed and approved by the North Carolina Wildlife Resources Commission prior to the issuance of the COE permit. Also, Section 401 of the Clean Water Act (CWA) requires that the state issue or deny water quality certification for any federally permitted or licensed activity that may result in a discharge to the waters of the United States prior to issuance of the COE permits. The N.C. Wildlife Commission states that trout do not occur at this project site and that they are unaware of any other special concerns for this area. 6-11 9 4.1.2 Mitigation Since this project will likely be authorized under a Nationwide permit, mitigation for impacts to surface waters is generally not required by the COE. A final determination regarding mitigation requirements rests with COE. 4.2 Rare or Protected Species Federal law requries that any action, which has the potential to have a detrimental impact to the survival and well-being of any species classified as federally protected, is subject to review by the FWS and/or the National Marine Fisheries Service, under the provisiosn of the Endangered Species Act (ESA) of 1973, as amended. Endangered species receive additional protection under separate state statutes. In North Carolina protectoin of plant species falls under N.C. General Statutes (G.S.) 106-202.12 to 106- 202.19 of 1979. Wildlife protection falls under G.S. 113-331 to 113-337 of 1987. 4.2.1 Federally Protected Species Plants and animals with federal classifications of Endangered (E), Threatened (T), Proposed Endangered (PE) and Proposed Threatened (PT) are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. The Fish and Wildlife Service (FWS) lists three (3) federally protected species for McDowell County as of November 17, 1994. These species are listed in Table 2. Table 2. Federally Protected Species - McDowell County SCIENTIFIC NAME Glaucomys sabrinus coloratus Hedyotis purpurea var. montana Hudsonia montana COMMON NAME Carolina northern flying squirrel Roan Mountain bluet Mountain golden heather STATUS E E T "E" denotes Endangered (a species that is threatened with extinction throughout all or a significant portion of its range). "T"denotes threatened (a species that is likely to become an endangered species within the foreseeable future throughout all or a significant portion of its range). B-.1L 10 Glaucomvs sabrinus coloratus (Carolina northern flying squirrel) E Animal Family: Sciurdiae Date Listed: 7/1/85 Distribution in N.C.: Avery, Buncombe, Graham, Haywood, Jackson, McDowell, Mitchell, Swain, Transylvania, Watauga, Yancey. The Carolina northern flying squirrel has a large well furred flap of skin along either side of its body. This furred flap of skin is connected at the wrist in the front and at the ankle in the rear. The skin flaps and its broad flattened tail allow the northern flying squirrel to glide from tree to tree. It is a solely nocturnal animal with large dark eyes. This squirrel is found above 1517 meters (5000 ft) in the vegetation transition zone between hardwood and coniferous forests. Both forest types are used to search for food and the hardwood forest is used or nesting sites. BIOLOGICAL CONCLUSION: NO EFFECT No habitat exists in the project study area for the Carolina northern flying squirrel. It can be concluded that the subject project will not impact this Endangered species. a Hedyotis p=urea var. montan (Roan mountain bluet) E Plant Family: Rubiaceae Date Listed: May 7, 1990 Flowers Present: June through August or September Distribution in N.C.: Ashe, Avery, Mitchell, Watauga, Yancey, McDowell Roan Mountain bluet is a low perennial herb, 0.4 - 2.1 dm high. It usually grows in loose tufts. A bluet with deep purple flowers borne in dense few-flowered cymes, it is a compact plant with ovate leaves. Hedyotis p=urea var. montana has corollas 8 - 12 mm long, stems glabrous or nearly so, internodes 0.5 - 4 cm long, cauhne leaves to 3 cm long and 1.3 cm wide. Basal oval to spatulate leaves form a rosette in winter, usually withered at flowering time. The deep purple flowers are funnel-shaped, 8 - 12 mm long with 4 lobes shorted than tube. Mature capsules are roundish, 2.0 - 4.0 mm long and 2.0 - 4.0 mm wide with many seeds. This plant occurs on mountaintops, exposed to full sunlight, in the shallow acidic soils of high elevation cliffs, outcrops, steep slopes, and gravelly talus associated with cliffs. Its ideal habitat appears to be a moss-sedge-grass mantle that carpets a thin, moist to wettish, black humified fine sand over granite rock outcrops, steep slopes, and bluff ledges. No critical habitat has been designated. B-13 II BIOLOGICAL CONCLUSION: NO EFFECT The study area does not support suitable habitat for this species. No impact to Roan Mountain bluet will occur from proposed construction. Hudsonia montana (mountain golden heather) T Plant Family: Cistacae Federally Listed: October 20, 1980 Flowers Present: Mid to late June Distribution in N.C.: Burke, McDowell Mountain golden heather is a low, needle-leaved shrub that is yellow-green in color. It usually grows in clumps 0.1-0.2 in (4-8 in) across and 0.2 in (6 in) high, it sometimes occurs in clumps that are a 0.3 m (12 in) or more across. The leaves from the previous year are retained and apper scale-like on the older branches. Leaves are from 3- 7 mm (0.1-0.3 in) long and appear awl-shaped and thread - like. It forms solitary, terminal, lanceolate flowers that are nearly three centimeters across. These yellow flowers have five blunt-tipped petals and 20 to 30 stamens. Fruit capsules have three projecting points at the tips, are roundish, and are found on 13 mm (0.5 in) stalks. Hudsonia montana occurs in weathered rocky soils on mountain tops. It can be found on exposed quartzite ledges in an exotone between bare rock and heath balds dominated by and myrtle (Leiophyllus sp.) which merge into pine forest. Plants do live in partially shaded areas, but do not appear to be as healthy as those found in open areas. Critical habitat has been designated in Burke County North Carolina. BIOLOGICAL CONCLUSION: No effect. The study areas does not support suitable habitat for this species. No impact to mountain golden heather will occur from proposed construction. 4.2.2 Federal Candidate and State Protected Species There are nine (9) federal candidate (C2) species listed for McDowell County. Candidate 2 (C2) species are defined as "taxa for which there is some evidence of vulnerability, but for which there are not enough data to warrant a listing of Endangered, Threatened, Proposed Endangered, or Proposed Threatened at this time." These species are mentioned here for informational purposes, should they become protected in the future. Table 3 lists these federal candidate species. B-14 12 Table 3. Federal Candidate Species (and their State Status) listed for McDowell County COMMON NAME STATUS HABITAT (Scientific Name) Federal State Eastern small-footed bat M offs subulatus leibii) C2 SC No ' Eastern woodrat Neotoma floridana ma ig ster) C2 SC No • Cerulean warbler (Dendroica cerulea) C2 SR Yes Bog turtle Clemm s muhlenbergii) C2 T No Diana fritillary butterfly S e eria diana) C2 SR No Butternut Ju lans cinerea) C2 W5 Yes Gray's lily ilium a ') C2 T-SC No Oconee-bells Shortia galacifolia) C2 E-SC No Short-styled oconee-bells Shortia galacifoli a var. C2 E-SC No brevis la Surveys for these species were not conducted during site visits, nor were any of these species observed. The North Carolina status of these species is also listed in Table 3. Plants or animals with state designations of Endangered (E), Threatened (T), or Special Concern (SC) are given protection by the State Endangered Species Act and the N.C. Plant Protection and Conservation Act of 1979, administered and enforced by the North Carolina Wildlife Resources Commission and the North Carolina Department of Agriculture. Other State designations given and their implications are: E - SC (Endangered - Special Concern) T - SC (Threatened - Special Concern) These species may not be collected from the wild for any purpose without a special permit. Only propagated material of these species may be traded or sold under specific regulations. B-15 13 SC (Special Concern) Any species of plant in North Carolina which requires monitoring but which may be collected from the wild and sold under specific regulations. C Candidate W5 (Watch Category 5 = rare because of severe decline) includes species which have declined sharply in North Carolina, but which do not appear yet to warrant site-specific monitoring. SR - (Significantly Rare) Species which are very rare in North Carolina, generally with 1-20 populations in the state, generally substantially reduced in numbers by habitat destruction (and sometimes also by direct exploitation or disease). B-16 14 5.0 REFERENCES Borror, D.J., N.F. Johnson, C.A. Triplehorn. 1989. An Introduction to the study of Insects. New York, Saunders College. Cowardin, L.M. et. al., 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service. Daniels, R.B., H.J. Kleiss, S.W. Buol, H.J. Byrd, and J.A. Phillips. 1984. Soil Systems in North Carolina. North Carolina Agricultural Research Service. North Carolina State University, Raleigh, North Carolina. Environmental Laboratory. 1987. "Corps of Engineers Wetlands Delineation Manual," Technical report Y-87-1, U.S. Army Engineer Waterways Experiment Station, Vickburg, Miss. Federal InjgMgency Committee for Wetland Delineation. 1989. "Federal Manual for Delineating and Identifying Jurisdictional Wetlands." U.S. Army Corps of Engineering, U.S. Environmental Protection Agency, U.S. Fish and Wildlife Service and USDA Soil Conservation Service. Washington, D.C. Cooperative Technical Publication. 76 pp. plus appendices. Lee, D.S., J.B. Funderburg, Jr. and M.K. Clark. 1982. A Distributional Survey of North Carolina Mammals. Raleigh, North Carolina Museum of Natural History. LeGrand, Jr., H.E., and Stephan P. Hall. 1993. "Natural Heritage Program List of the Rare Animal Species of North Carolina." North Carolina Natural Heritage Program Martof, B.S., W.M. Palmer, J.R. Bailey and J.R. Harrison III. 1980. Amphibians and Reptiles of the Carolinas and Virgjnia. Chapel Hill, The University of North Carolina Press. Menhenick, E.F. 1991. The Freshwater Fishes of North Carolina. N.C. WRC., Raleigh. NCDEHNR-DEM, 1991. Biological Assessment of Water Quality in North Carolina Streams: Benthic Macroinvertebrate Data Base and Long Tern Changes in Water Quality, 1983-1990. NCDEHNR-DEM. 1923. "Classifications and Water Quality Standards Assigned to the Waters of the '" River Basin". Raleigh, Department of Environment, Health and Natural Resources. B-17 15 NCWRC. 1990. "Endangered Wildlife of North Carolina". Raleigh, North Carolina Wildlife Resources Commission. Plant Conservation Program. 1991. "List of North Carolina's Endangered, Threatened and Candidate Plant Species". Raleigh, North Carolina Department of Agriculture. Potter, E.F., J.F. Parnell and R.P. Teulings. 1980. Birds of the Carolinas. Chapel Hill, The University of North Carolina Press. Reed, Porter B., Jr. 1986. "1986 Wetland Plant List for North Carolina". St. Petersburg, Fla. U.S. Fish and Wildlife Service. Radford, A.E., H.E. Ahles and G.R. Bell. 1968. Manual of the Vascular Flora of the Carolinas. Chapel Hill, The University of North Carolina Press. Schafale, M.P. and A.S. Weakley. 1990. Classifications of The Natural Communities of North Carolina. Third Approximation. North Carolina Natural Heritage Program, Division of Parks and Recreation, NCDEHNR. U.S. Department of Transportation. Federal Highway Administration. 1981. :Effects of Highways on Wildlife". Rep B-18 ?a way STATE OF NORTH CAROLINA DEPARTMENT OF TkANsPORTATION JAMES B. HUNT JR. DIVISION OF HIGHWAYS GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 15 December 1995 MEMORANDUM TO: Julie Hunkins , Unit Head Project Planning 0 FROM: Logan Williams Environmental Biologist Environmental Unit R. SAMUEL HUNT III SECRETARY SUBJECT: Natural Resources Technical Report Update for Proposed Replacement of Bridge No. 175 on SR 1150 over the Second Broad River in McDowell County, TIP No. B- 2586; State Project No. 8.2870401; Federal Aid No. BRZ- 1150(5). ATTENTION: Charles Cox, P.E. Project Planning Engineer Project Planning Unit REFERENCE: Natural Resources Technical Report completed by Ruby Pharr (November 18, 1994) The attached Natural Resources Technical Report update addresses Best Usage Classifications, Water Quality and Protected Species. Please contact me if you have any questions or need this report copied onto disc format. Best Usage Classification The Second Broad River has been assigned a Best Usage Classification of Class WS-V from its source to Box Creek by the Department of Environment, Health and Natural Resources (DEHNR 1994). Class WS-V designates waters protected as water supplies which are generally upstream and draining to Class WS-IV waters; no categorical restrictions on watershed development or treated waste-water discharges are required, however, the Commission or its designee may apply appropriate management requirements as deemed necessary for the protection of down-stream receiving waters. Class WS-V waters are also suitable for all Class C uses. Class C designates waters suitable for aquatic life propagation, and survival, fishing, wildlife, secondary recreation, and agriculture. No waters designated as High Quality Waters (HQW), Outstanding Resource Water (ORW), WS-I or WS-II occur within 1.6 Ian (1 mi) of the, project area. B-19 Water Quality The Benthic Macroinvertebrate Ambient Network (BMAN) is managed by the DEM and is part of an ongoing ambient water quality monitoring program which addresses long term trends in water quality. The program assesses water quality by sampling for selected benthic macroinvertebrate organisms at fixed monitoring sites. Macroinvertebrates are sensitive to very subtle changes in water quality; thus, the species richness and overall biomass are reflections of water quality. Current BMAN information was examined for possible updating. There is no BMAN information available for the Second Broad River in the vicinity of the proposed project. Federally Protected Species Plants and animals with federal classifications of Endangered (E), Threatened (T); Proposed Endangered (PE) and Proposed Threatened (PT) are protected under provisions of section 7 and section 9 of the Endangered Species Act of 1973, as amended. The Federally Protected Species listed for McDowell County in the referenced document are current as of the most current listing on March 28, 1995. There have been two additional federal candidate (C2) species listed for McDowell County since the referenced document. Federal Candidate species are not afforded federal protection under the Endangered Species Act and are not subject to any of its provisions, including section 7, until they are formally proposed or listed as Threatened or Endangered. Candidate 2 (C2) species are defined as organisms which are vulnerable to extinction although no sufficient data currently exists to warrant a listing of Endangered, Threatened, Proposed Endangered or Proposed Threatened. Organisms which are listed as Endangered (E), Threatened (T), or Special Concern (SC) by the North Carolina Heritage Program list of Rare Plant or Animal Species are afforded state protection under the State Endangered Species Act and the North Carolina Plant Protection and Conservation Act of 1979. The two additional C2 species are listed below. • Olive-sided flycatcher Contopus borealis • Bennett's Mill cave water slater Caecidotea carolinensis cc. V. Charles Bruton, Ph.D., Environmental Unit Hal C. Bain, Environmental Supervisor File: B-2586 B-20 :• N. C. DEPARTMENT OF TRANSPORTATION TRANSMITTAL SLIP DATE b TO: REF. NO. OR ROOM, BLDG. ?N,C _ -puI„ FROMy y? l/// / R/7EF. NO. OR ROOM, BLDG. 6 ACTION ? NOTE AND FILE ? PER OUR CONVERSATION ? NOTE AND RETURN TO ME ? PER YOUR REQUEST ? RETURN WITH MORE DETAILS 6R YOUR APPROVAL ? NOTE AND SEE ME ABOUT THIS FOR YOUR INFORMATION ? PLEASE ANSWER ? FOR YOUR COMMENTS ? PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE ? TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT COMMENTS: L?J 4L 'JP1 , o- D ?TJ0WN OCT 2 21993. ?111 ? STATE OF NORTH CAROLINA WATWETLANDS rY SECTION DEPARTMENT OF TRANSPORTATION JAMES B. HUNT, JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT III GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECRETARY October 20, 1993 MEMORANDUM TO: Mr. Eric Galamb DEM - DEHNR, 6th Floor FROM: Charles R. Cox, P. E. Planning and Environmental Branch SUBJECT: Replacement of Bridge No. 175 on SR 150 Over the Second Broad River, McDowell County, Federal Aid No. BRZ-1150(5), State Project No. 8.2870401, TIP No. B-2586 A scoping meeting was held on October 14, 1993 in the Planning and Environmental Conference Room. Those in attendance were: Abdul Rahmani Jerry Snead Ray Moore Danny Rogers Kathy Lassiter Roland Robinson, Jr. David Foster Wilson Stroud Missy Dickens Kitty Houston Charles R. Cox Hydraulics Unit Hydraulics Unit Structure Design Unit Program Development Branch Roadway Design Unit Roadway Design Unit DEHNR Planning and Environmental Branch Planning and Environmental Branch Planning and Environmental Branch Planning and Environmental Branch After a brief review of the scope of the project, the meeting was opened to discuss areas of concern. The two alternatives discussed were: replacement of the existing bridge in the same location; and realignment of the roadway/structure on new location east of the existing bridge. Division of Environmental Management (DEM), absent from the meeting,' had responded earlier with a desire to replace the bridge on existing location. The NCDOT design groups felt that a slight realignment of the roadway and structure would be a better choice. Hydraulics commented that a box culvert (triple barrel) would be adequate for this project; however, due to environmental concerns, a bottomless culvert, as well as a replacement bridge, will be considered during the planning process. A October 20, 1993 Page 2 SR 1150 is currently being paved as an 18-foot section. Roadway Design stated that a 20-foot pavement width will be proposed for the segment of SR 1150 to be improved under B-2586. A replacement bridge will require a 24-foot clear roadway width. The approach roadway will have 4-foot useable shoulders; 3 feet of additional grading on each side will be required for guardrail installation. McDowell County is a trout county; however, this section of the Second Broad River is not a trout stream. The waters are classified as WS-V. No other major environmental concerns were known at this time. SHPO was absent but also commented earlier. No archaeological sites were identified; therefore, no archaeological survey is needed. No National Register architectural/historic properties are located in the area. The one concern is the bridge structure itself; this bridge is the last remaining Pratt pony truss bridge in McDowell County. Its historical significance will need to be evaluated. The existing traffic is approximately 200 vehicles per day (VPD). The projected traffic is 400 VPD in the year 2013. The Division Engineer wrote that bridge closure during construction was not a problem for the local traffic since a short detour route (less than 2 miles) was available. CRC/wp N. C. DEPARTMENT OF TRANSPORTATION TRANSMITTAL SLIP DATE Q? p} 23 TO: E - REF. NO. OR ROOM, BLDG. n FRO REEF... NO. OR ROOM, BLDG. / oo ACTION ? NOTE AND FILE ? PER OUR CONVERSATION ? NOTE AND RETURN TO ME ? PER YOUR REQUEST ? RETURN WITH MORE DETAILS ? FOR YOUR APPROVAL ? NOTE AND SEE ME ABOUT THIS ? F;CR YOUR INFORMATION ? PLEASE ANSWER l / FOR YOUR COMMENTS ? PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE ? TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT COMMENTS: V e??4 auw ?` STATE OF NORTH CAROLINA DEPARTMENT OF TPxANSPORTATI JAMES B. HUNT, JR. DIVISION OF HIGHWAYS GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 September 8, 1993 MEMORANDUM TO: Mr. Eric Galamb DEM - DEHNR, 6th Floor FROM: L. J. Ward, P. E., Manager ?y L Planning and Environmental Branch • SUBJECT: Review of Scoping Sheet for Replacement of Bridge No. 175 on SR 1150 Over the Second Broad River, McDowell County, Federal Aid Project No. BRZ-1150(5), State Project No. 8.2870401, TIP Project B-2586 Attached for your review and comments are the scoping sheets for the subject project (See attached map for project location). The purpose of these sheets and the related review procedure is to have an early "meeting of the minds" as to the scope of work that should be performed and thereby enable us to better implement the project. A scoping meeting for this project is scheduled for October 14, 1993 at 9:00 A. M. in the Planning and Environmental Branch Conference Room (Room 470). You may provide us with your comments at the meeting or mail them to us prior to that date. process. If please call CRC/pl r w S IZ ?- q I ( 0, Thank you for your assistance in this part of our planning there are any questions about the meeting or the scoping sheets, Charles R. Cox, P. E., Project Planning Engineer, at 733-7842. Attachment cla-? ? ( - 4c 1 1-- - 4.? d ? ill n , G? d ?G? - ? ) - -? (IIAllk-S 6)()< -r R. SAMUEL HUNT III SECRETARY ;r • Pleasant Garden 2 i N ` ?P\St'P 8 10 r• • `? I oft:... • ` ? eid¢ecrest 7 Sugar Mill 1794 1• .02 o9 v .16 L u i9o a ' NORTH CAROLINA DEPARTMENT OF. TRANSPORTATION DIVISION OF HIGHWAYS PLANNING AND ENVIRONMENTAL BRANCH BRIDGE NO. 175, SR 1150 McDOWELL COUNTY T. I. P. PROJECT B - 2586 1 0 mile 0.5 FIG. 1 BRIDGE PROJECT SCOPING SHEET DATE 09/08/93 REVISION DATE PROJECT DEVELOPMENT STAGE PROGRAMMING PLANNING XX DESIGN TIP PROJECT B-2586 STATE 8.2870401 F.A. PROJECT BRZ-1150(5) DIVISION COUNTY McDowell ROUTE SR 1150 PURPOSE OF PROJECT: Replace Obsolete Bridge DESCRIPTION OF PROJECT: Replacement of Bridge # 175 on SR 1150 over Second Broad River METHOD OF REPLACEMENT: 1. EXISTING LOCATION - ROAD CLOSURE 2. EXISTING LOCATION - ONSITE DETOUR 3. RELOCATION 4. OTHER WILL THERE BE SPECIAL FUNDING PARTICIPATION BY MUNICIPALITY, DEVELOPERS, OR OTHERS? YES NO XX IF YES, BY WHOM AND WHAT AMOUNT: ($) 1 (o) BRIDGE PROJECT SCOPING SHEET TRAFFIC: CURRENT ZOO VPD; DESIGN YEAR Oo VPD TTST % DT % TYPICAL ROADWAY SECTION: EXISTING STRUCTURE: LENGTH 18.9 METERS; WIDTH 3.4 METERS 62.0 FEET 11.0 FEET PROPOSED STRUCTURE: BRIDGE - LENGTH METERS; WIDTH METERS FEET FEET OR CULVERT - BY METERS BY FEET DETOUR STRUCTURE: BRIDGE - LENGTH METERS; WIDTH METERS FEET FEET OR PIPE - SIZE MILLIMETERS INCHES CONSTRUCTION COST (INCLUDING ENGINEERING AND CONTINGENCIES) .................... $ RIGHT OF WAY COST (INCLUDING RELOCATION, UTILITIES, AND ACQUISITION) ........... $ FORCE ACCOUNT ITEMS ....................... $ TOTAL ................................ $ TIP CONSTRUCTION COST ..................... $ 600,000 TIP RIGHT OF WAY COST ..................... $ 90,000 SUBTOTAL $ 690,000 PRIOR YEARS COST ..................... $ 80,000 TIP TOTAL COST ....................... $ 770,000 BRIDGE PROJECT SCOPING SHEET ADDITIONAL COMMENTS: Functional Classification: Local Rural Route PREPARED BY: Charles R. Cox, P.E. DATE: September 8, 1993