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HomeMy WebLinkAbout19950699 Ver 1_Complete File_19950705STATE OF NORTH CAROLINA DEPARTMENT OF TPANSPORTATION JAMES B. HUNT JP, R. SAMUEL HUNT III GOVERNOR P.O. BOX 25201, RALEIGH, N.C. 27611-5201 SECRETARY May 30, 199 Jul- 51995 District Engineer Army Corps of Engineers Post Office Box 1890 Wilmington, North Carolina 28402 ATTENTION: Regulatory Branch Dear Sir: SUBJECT: Chatham County, Replacement of Bridge No. 145 over Rocky River on SR 1010, Federal Aid Project BRZ-1010(3), State Project No. 8.2520701, TIP No. B-2527. Please find enclosed three copies of the project planning report for the above referenced project. Bridge number 145 over the Rocky River will be replaced south along the existing alignment. Traffic during construction will be detoured onto existing area roads. The project will not result in any wetland impacts, however incidental fill of surface waters is anticipated. The project is being processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b). Th?'hefo're, we do not anticipate requesting an individual permit but propose to proceed under a Nationwide Permit in accordance with 33 CFR 330 Appendix A (.B-23),' The provisions of Section 330.4 and Appendix A (C) of these regu1atigns vy?ill be followed in the construction of the project. We anticipate that 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 Environmental Management, for their review. 0 May 30, 1995 `Page 2 If you have any questions or need additional information please call Mr. Scott P. Gottfried at 733-3141. Sincere Y, H. Franklin Vick, P. E., Manager Planning and Environmental Branch HFV/rfm cc: w/attachment Mr. Ken Jolly, COE Raleigh Field Office Mr. John Dorney, NCDEHNR, DEM 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. John L. Smith, Jr., P. E., Structure Design Unit Mr. Tom Shearin, P. E., Roadway Design Unit Mr. F. E. Whitesell, P. E., Division 8 Engineer - CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM TIP Project No. B-2527 State Project No. 8.2520701 Federal-Aid Project No. BRZ-1010(3) A. Pro.iect Description: THE PROJECT COUNTY OVER ROCKY RIVER. BRIDGE BE REPLACED IN ITS EXISTING LOCA' APPROXIMATELY 287 FEET LONG WITH WIDTH. TRAFFIC WILL BE DETOURED ROADS. IS LOCATED IN CHATHAM NO. 145 ON SR 1010 WILL PION WITH A BRIDGE A 30-FOOT CLEAR DECK ONTO EXISTING AREA NOTE: Refer to Section D, "Special Project Information," for list of ENVIRONMENTAL COMMITMENTS. B. Purpose and Need: BRIDGE NO. 145 HAS A SUFFICIENCY RATING OF 2.0 OUT OF 100 AND AN ESTIMATED REMAINING LIFE OF 2 YEARS. THE BRIDGE IS POSTED FOR 15 TONS. BECAUSE OF THE DETERIORATED CONDITION, BRIDGE NO. 145 SHOULD BE REPLACED. C. Proposed Improvements: Circle one or more of the following improvements which apply to the project: 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 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 driveway pipes h. Performing minor bridge widening (less than one through lane) 2. Highway safety or traffic operations improvement projects including the installation of ramp metering control devices and lighting. a. Installing ramp metering devices b. Installing lights 1 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 3O. 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 O Replacing a bridge (structure and/or fill) 4. Transportation corridor fringe parking facilities. 5. Construction of new truck weigh stations or rest areas. 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. 3. 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 2 number of users. D. 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 qualify for a CE only where the 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. Special ProAect Information: ALL STANDARD PROCEDURES AND MEASURES WILL BE IMPLEMENTED TO AVOID AND MINIMIZE ENVIRONMENTAL IMPACTS. WETLANDS WILL NOT BE DISRUPTED BY THE PROJECT. THE CAROLINA CANOE CLUB HAS REQUESTED THAT CANOE ACCESS BE PROVIDED ADJACENT TO THE BRIDGE SITE. THIS REQUEST SHOULD BE FURTHER INVESTIGATED WHEN DESIGN DETAILS ARE AVAILABLE. ESTI?1ATED COST: CONSTRUCTION RIGHT-OF-WAY TO AL ESTIMATED TRAFFIC: - $ 817,000 - S 19,000 $ 836,000 1994 - 1700 VPD 2016 - 3400 VPD 3 THE DESIGN SPEED IS APPROXIMATELY 60 MPH. SR 1010 IS CLASSIFIED AS A MINOR COLLECTOR. THE DIVISION OFFICE CONCURS WITH THE PROPOSED BRIDGE REPLACEMENT PROJECT. E. Threshold Criteria If any Type II actions are involved with the project, the following evaluation must be completed. If the project consists only of Type I improvements, the following checklist does not need to be completed. ECOLOGICAL YES NO (1) Will the project have a substantial impact a X on any unique or important natural resource? (2) Does the project involve habitat where federally listed endangered or threatened F7x species may occur? (3) Will the project affect anadromous fish? ? X (4) If the project involves wetlands, is the amount of permanent and/or temporary a wetland taking less than one-third X (1/3) of an acre AND have all practicable measures to avoid and minimize wetland takings been evaluated? X (5) Will the project require the use of ? U.'S. Forest Service lands? (6) Will the quality of adjacent water resourpes be adversely impacted by F 7 X proposed construction activities? 4 i t (7) Does the project involve waters classified as Outstanding Water Resources (OWR) and/or ? X High Quality Waters (HQW)? (3) Will the project require fill in waters of the United States in any of the designated ? X mountain trout counties? (9) Does the project involve any known underground storage tanks (UST's) or ? X hazardous materials sites? PERMITS AND COORDINATION YES NO (10) If the project is located within a CAMA county, will the project significantly ? X affect the coastal zone and/or any "Area of Environmental Concern" (AEC)? (11) Does the project involve Coastal Barrier X Resources Act resources? (13) Will a U. S. Coast Guard permit be X required? (13) Will the project result in the modification ? X of any existing regulatory floodway? (14) Will the project require any stream ? X relocations or channel changes? SOCIAL*AND ECONOMIC" (15) Will the project induce substantial impacts ' ? X to planned growth or land use for the area? (16) Will the project require the relocation of X any family or business? 5 (17) If the project involves the acquisition of ? right of way, is the amount of right of way X acquisition considered minor? (18) Will the project involve any changes in ? X access control? (19) Will the project substantially alter the usefulness and/or land use of adjacent ? X property? (20) Will the project have an adverse effect on ? ? (22) Is the project anticipated to cause an X increase traffic volumes? permanent local traffic patterns or X community cohesiveness? YES NO (21) Is the project included in an approved ? thoroughfare plan and/or Transportation X Improvement Program (and is, therefore, in conformance with the Clean Air Act of 1990)? (23) Will traffic be maintained during ? construction using existing roads, staged X construction, or on-site detours? (24) Is there substantial controversy on social, economic, or environmental grounds ? X concerning the project? (25) Is the project consistent with all Federal, ? State, and local laws relating to the X environmental aspects of the action? CULTURAL RESOURCES f (26) Will the project have an "effect" on properties eligible for or listed on the F X National Register of Historic Places? 6 (27) Will the project require the use of Section 4(f) resources (public parks, recreation lands, wildlife and waterfowl x refuges, historic sites, or historic bridges, as defined in Section 4(f) of the U. S. Department of Transportation Act of 1966) ? (28) Will the project involve construction in, across, or adjacent to a river designated x as a component of or proposed for inclusion in the Natural System of Wild and Scenic Rivers? F. Additional Documentation Required for Unfavorable Responses in Part E RESPONSE TO QUESTION AS OF MAY 12, 1994 THE USFWS LISTS FOUR FEDERALLY PROTECTED SPECIES FOR CHATHAM COUNTY: THE BALD EAGLE (Haliaeetus leucocephalus), RED-COCKADED WOODPECKER (Picoides borealis), HARPERELLA (Ptilimnium nodosum) and CAPE FEAR SHINER (Notropis mekistocholas). CONSTRUCTION OF THE PROJECT WILL NOT IMPACT THE BALD EAGLE, RED-COCKADED WOODPECKER, OR HARPERELLA. THE PROJECT IS LOCATED WITHIN THE AREA WHERE THE WILDLIFE RESOURCES COMMISSION (WRC) HAS DESIGNATED CRITICAL HABITAT FOR AQUATIC SPECIES. ADDITIONALLY, THE CAPE FEAR SHINER HAS BEEN CAPTURED AT THIS CROSSING IN THE PAST. AN ON-SITE MEETING WAS HELD ON NOVEMBER 15, 1994 TO DISCUSS CONSTRUCTION OPTIONS TO MINIMIZE IMPACTS TO THE CAPE FEAR SHINER. THE FOLLOWING RECOMMENDATIONS AND COMid ITMENTS ',;ERE AGREED UPON: - HIGH QUALITY WATER BEST MANAGEMENT PRACTICES WILL BE I,%IPLEMENTED . - THE NEW BRIDGE WILL SPAN THE ENTIRE STREAM. - THE PIERS THAT ARE IN THE RIVER WILL BE CUT TO NORMAL SURFACE WATER LEVEL. 7 4 - THE NEW END BENTS WILL BE BUILT BEHIND THE EXISTING ONES. - SPREAD FOOTINGS WILL BE USED. - NO DEBRIS FROM DEMOLITION OF THE EXISTING BRIDGE WILL ENTER THE STREAM - COFFERDAMS WILL BE USED DURING EXCAVATIONS. - THE EXISTING RIP-RAP WILL BE RETAINED. - THE BRIDGE WILL BE BUILT FROM THE TOP DOWN. - THE FILL NECESSARY FOR THE NORTHERN APPROACH WILL BE STONE AND WILL BE TAPERED INTO THE EXISTING RIP-RAP. - THE US FISH AND WILDLIFE SERVICE WILL BE SENT A COPY OF THE PLANS BEFORE CONSTRUCTION BEGINS. - THE CONTRACTOR WILL NOTIFY NCWRC, USFWS, AND THE NCDOT ENVIRONMENTAL UNIT, IN WRITING, OF THE CONSTRUCTION BEGIN DATE. f 8 G. CE Approval TIP Project No. B-2527 State Project No. 8.2520701 Federal-Aid Project No. _BRZ-1010(3) Project Description: THE PROJECT IS LOCATED IN CHATHAM COUNTY OVER ROCKY RIVER. BRIDGE NO. 145 ON SR 1010 WILL BE REPLACED IN ITS EXISTING LOCATION WITH A BRIDGE APPROXIMATELY 287 FEET LONG WITH A 30-FOOT WIDTH. TRAFFIC WILL BE DETOURED ONTO EXISTING'AREA ROADS. Categorical Exclusion Action Classification: (Check one) TYPE II(A) TYPE I I (B) Approved: Date -? Manager Planning & Environmental Branch 9- 7-S wa A, 2. E//, .0 r/1 Date Projec Planning Unit Head /_ y_ 9s ?EA? Date Project Pla i g Engineer For Type II(B) projects only: c-- Date Division Administrat r Federal Highway Admi istration 9 NORTH CAROLINA :, so71 9 II ? 7 1 Fe Cr WCnheIG 1 ros arnngto + 751 11' Ila *y ilk HOoe ui IS p\\ ge Farrington, + 't' , r m r w a - „ Jay d A.- CM-.?, nl? i = ernon $ mgs Is , Bonsa env oae oonfee, _sot we •fi yi I Cree lo t G ) ayaood ? \'?? C lnl o ., s 9o Bennett a C mrwca i I Glu .w 0 11 Carti-ton 42 - _-?-? C• t _ If I EnAraaa th 7 S,ly Y 21 +r Z7 ?// E ByAm, U21 tMI y , .0 ? ',. - ,G 3n! 31 Lla 0 Qy Lai I 1a L?. r ` Far;. . - ?' I ,a Mickov7. _ :. I]Ip. I , ° M !Q IJ? o / ._ - MIM v I \ t r 3.I ]LL .s !LL DL LUA 1 ?.\ !L1L. p ISI. Mirdrall. I y If ,fa. , 171 .3 fer N? \ _ Ora Dal : ? o I I 7 501 ' 'S ELI - ea ,e r.. ... -vr 21.f U14. 70 ` , Iles :21i ??\ II I PITTSBORO _ ZLu .] 4 POP. 7.777 I7 ,er p Lumt ^ 710.1 ;.2L2 SL L ? .191 7'e7 1 \Y) i ?~ Cr,rk I?i? M0?42191 s 1002) ."'1 '.• ?i:?, ?, ', •pLL2 Ifoe '. J 997 .j, , J 1012 "? ',yr" P LLt „r0 e, is 2171 ' ryyL ?? ?? \) '°I° ABRIDGE NO. 145 r' .. •y ? r ,i: ?Orafrla,a L7 '?` ?\\•sr 5 /Son ?- 71'. Ir1 v LL2 '.,11 ?•f- Or,'.y n f -ZZU M7. V;.. ? 111 2117 - Cr,•.v ?p CMrN Gro.a • av . o\?. y S. 1: 'e' , Motf 7Ifl. ?' / ?1 - -ef• ?, . mss. f .1 A ?}. Cfa Dai f i STUDIED DETOUR ROUTES ---- NORTH CAROL4,NA DEPARTMENT OF a TR.-\:vSPOR AT:ON JTGFWAY3 DP/ISION OF' T PLlsNNItiG AND T.N-V RCnIE.`7 L BRANCH SR 1010 BRIDGE NO. 145 CHATHAM CCUNTf B - 252; 0 miles 2 PG.' ' i yye r SUTfy., 5 ,n ? s STATE OF NORTH CAROLINA DEPARTMENT OF TPANSPORTATION JAMES B. HUNT. JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT III GOVERNOR P.O. BOX 25201. RALEIGH. N.C 27611-5201 SECRETARY December 5, 1994 MEMORANDUM TO: Mr. Nicholas Graf, P. E. Division Administrator Federal Highway Administration ATTENTION: Dave Unkefer FROM: Michele L. James Planning and Environmental Branch SUBJECT: Field Inspection for Federally Endangered Cape Fear Shiner; Bridge No. 145 over Rocky River on SR 1010; Chatham County; Federal Aid Project BRZ-1010(3); B-2527 On November 15, 1994 NCDOT conducted a field inspection to discuss provisions for protecting the Federally Endangered Cape Fear shiner. A list of the attendees is attached. NCDOT project engineer Michele James began the meeting with an introduction and biologist Tim Savidge elaborated on the shiner and the project area habitat. A known population exits within one-tenth mile downstream of the project area. Mr. Jim Wilder of the NCDOT Bridge Construction Unit began discussion of provisions to protect the Cape Fear Shiner. The following provisions were agreed to by those present: 1. The new bridge will span the entire stream. 2. The piers that are in the water will be cut to normal surface water level. 3. The new end bents will be built behind the existing ones. 4. Spread footings will be used. 5. When removing the existing deck, it will be sawed in sections and provisions will be made to ensure no debris will enter the stream. 6. Cofferdams will be used during excavations. 7. Retain existing rip rap. • December 5, 1994 Page 2 8. The bridge can be built from the top down. 9. The fill necessary for the northern approach work will be stone and will be tapered into the existing rip rap. 10. High Quality Water Best Management Practices will be implemented. MJ/plr cc: Ms. Candace Martino, U. S. Fish and Wildlife Service Mr. David Cox, N. C. Wildlife Resources Commission Mr. John Alderman, N. C. Wildlife Resources Commission Mr. Jim Wilder, P. E., State Bridge Construction Engineer Mr. Jimmy Lynch, P. E., State Traffic Engineer Mr. John Smith, P. E., Structure Design Unit Mr. Archie Hankins, Jr., Hydraulics Unit Mr. Tom Shearin, P. E., Roadway Design Unit Mr. Bill Moore, Geotechnical Unit Mr. Randy Turner, Environmental Unit Mr. Tim Savidge, Environmental Unit Mr. 0. M. Clark, P. E., Division 8 Construction Engineer Mr. Fred A. Sykes, Resident Engineer, Chatham County B-2527 Field Inspection for the Cape Fear Shiner NAME DEPARTMENT Dave Boylston Construction Unit Michael Merritt Roadway Design LeRoy Smith Roadway Design Ray Moore Structure Design John Olinger NCDOT Gerald White Structure Design Jim Wilder Construction Unit Kenneth Pace Roadside Environmental Johnny Metcalfe Roadside Environmental Tim Savidge Planning and Environmental Michele James Planning and Environmental UR i ` 4 „ram STATE OF NORTH CAROLINA DEPARTMENT OF TPANSPORTATION JAMES B. HUNT. JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT II I GOVERNOR P.O. BOX 25201. RALEIGH. N.C 27611-5201 SECRETARY December 06, 1994 MEMORANDUM TO: P. Wayne Elliott, Unit Head Bridge Unit ATTENTION: Michele L. James, Project Manager FROM: Tim Savidge, Environmental Biologist Environmental Unit SUBJECT: Section 7 Biol.ogical'Conclusion for the Federally Endangered Cape Fear shiner, relating to Proposed Replacement of Bridge 145 Over Rocky River. Chatham County, State Project = 3.2520701. TIP .. B-252°. REFERENCE: Section 7 Field Meeting :Minutes. December 05. 1994 prepared by Michele James. The reference report summarized the construction provisions discussed and agreed upon at the field meeting held on November 15. 1994. These environmental Commitments will. be adopted by NCDOT during the construction phase of this project. BIOLOGICAL CONCLUSION: Not Likely to Adversely Affect If provisions mentioned in the referenced report are strictly adhered to, it can be concluded that construction of this project is not lively to impact the Cape Fear shiner. cc: V. Charles Bruton. Ph.D _M. Ra::daI' Turner, Lnv'_ronmental Supervisor F_l? B-2;17 0-- United States Department of the Interior FISH AND `VILDLIFE SERVICE, Ecological Ser-lces Post Office Box 33726 Raleigh, North Carolina 27636-3726 January 4, 1994 H. Franklin Vick, P. E., Manager Planning and Environmental Branch North Carolina Department of Transportation PO Box 25201 Raleigh, NC 27611-5201 to TAKE PRIDE INS AMERICA .. G 13 C3 13 5 1995 Q`." . ? CIVISICy OF 11 V4 SUBJECT: Bridge Replacement #145 over Rocky River, Chatham County, NC; Federal Aid/Project No. BRZ-1010/ TIP fi B-2527 Dear Mr. Vick: The U.S. Fish and Wildlife Service (Service) has reviewed your December 5, 1994, letter for the above-referenced proposed bridge replacement over Rocky River in Chatham County, North Carolina. Our comments are provided in accordance with Section 7 of the Endangered Species Act of 1973, as amended (16 U.S.C. 1531-1543) (Act). We appreciate your efforts to minimize any possible impacts to the Cape Fear Shiner(Notroois mekistocholas) that is known to cccur within specific reaches of the Rocky River. However, the commitments listed in your December 5, 1994 letter, did not include adherence to High Quality Waters Erosion guidelines, with details describing how this is accomplished. Furthermore, we need to know when the project is scheduled in order to determine if construction occurs during low flow periods. In th-s case, and for future projects, we request that this information always ze included in your commitment letters ana provisions. our most recent survey raport from July 1993 evidence exists of the Cape Fear shiners' occurrence above the reservoir cn the Rocky River. M:. T--.n Savidge of .. rarce_°ctr v:,u_ staff has ?rid_Cated z hat t.'1'_s project located above the th4s hvdroelectric dam; therefore, any sediment generated from !:: ro. ec- would be caot::red by the dam and pond.. Under these indicates that no circumstances, the Service believes that this project is not likely to adversely affect the Cape Fear shiner We believe that the requirements of Section 7 of the Act have been satisfied. We remind you that obligations under Section 7 consultation must be reconsidered if: (1) new information reveals impacts of this identified action that may affect listed species or critical habitat in a manner not previously considered; (2) this action is subsequently modified in a manner that was not considered in this review; (3) a new species is listed or critical habitat determined that may be affected by the identified action. If you have any questions regarding this matter, please contact Candace Martino at 919-856-4520 ext. 30. Thank you for your continued cooperation with our agency. Sincerely, 21 I David Horning Acting Supervisor gigolo, STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT. JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT II I GovERNoR P.O. BOX 25201, RALEIGH, N.C 27611-5201 SECRETARY June 09. 1994 MEMORANDUM TO: Wayne Elliot. Unit Head Bridge Unit ATTENTION: ;Michelle James. Project Manager FROM: Tim W. Savidge. Environmental Biologist Environmental Unit SUBJECT: Natural Resources Technical Report for Proposed Replacement of Bridge No. 145 on SR 1010 over Rocky River. Chatham County. Federal Aid No. BRZ-1010(3). State Project No. 8.2520701. TIP No. B-3527 The attached Natural Resources Technical Report provides inventories and descriptions of natural resources within the project area. and estimations of impacts likely to occur to these resources as a result of project construction. Pertinent information on wetlands and federally protected species is also provided. The federally protected Cape Fear shiner is known to occur within the project area. An informal consultation with Fish and Wildlife Service is needed. It is requested that the Natural Resources Technical Report be submitted in its entirety alone with the CE document to the reviewing natural resource agencies. Please contact me if you have any questions concerning this report. or the informal consultation process. cc: V. Charles Bruton. Ph.D `I. Randall Turner. Environmental Supervisor File B-2527 ;E Replacement of Bridge No. 145, On SR 1010 Over Rocky River Chatham County TIP No. B-2527 F.A. Project No. BRZ-1010(3) State Project No. 8.3520701 Natural Resources Technical Report B-2527 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS PLANNING AND ENVIRONMENTAL BRANCH ENVIRONMENTAL UNIT TIM SAVIDGE. ENVIRONMENTAL BIOLOGIST Mav 15. 199.1 t TABLE OF CONTENTS 1.0 Introduction ...........................................1 1.1 Project Description ..............................1 1.3 Purpose ..........................................1 1.3 Project Area .....................................1 1.4 Physiography and Soils ...........................1 1.5 Methodology ......................................1 2.0 Water Resources ........................................2 2.1 Waters Impacted ..................................2 2.1.1 River Characteristics ....................2 2.1.2 Best Usage Classification ................2 2.1.3 Water Quality ....... 3 2.2 Anticipated Impacts: Water Resources .............3 . J 3.0 Biotic Resources ..................................... 3.1 Terrestrial Communities ..........................4 3.1.1 Maintained Communities ....................4 3.1.2 Dry-Mesic Hardwood Forest Slope ...........5 3.2 Aquatic Communitiy ...............................5 3.3 Anticipated Impacts: Biotic Communities .......... 7 3.3.1 Terrestrial Community Impacts ............. 3.3.2 Aquatic Community Impacts .................S 4.0 Special Topics ................... ....................9 4.1 Waters of the United States ......................9 4.1.1 Permits ..................................9 4.1.2 Mitigation......... ...................10 4.2 Rare and Protected Species ......................10 4.2.1 Federally Protected ...................... 10 4.2.2 Federal Candidate and State Protected Species .................13 5.0 References ............................................15 Appendix A: Glossary of Terms .............................16 Appendix B: Species Observed List .........................is 1.0 INTRODUCTION The following Natural Resource Technical Report is submitted to assist in the preparation of a Categorical Exclusion (CE). This report inventories the natural resources occurring within the project area and identifies any environmental concerns which must be addressed in the planning stages of this project. 1.1 Project Description The existing 87 m (286 ft) long 8 m 28 ft. wide bridge will be replaced in existing location, with a 87*x 9 m (286 x 30 ft) bridge. Traffic will be detoured via secondary roads during construction. There are no other feasable alternates. Proposed Right of Way (ROW) is 24.4 m (80 ft). 1.2 Purpose The purpose of this document is to describe and inventory the natural resources identified within the project vicinity and estimate potential impacts to these resources. Recommendations are made for measures which will minimize resource impacts. These descriptions and estimates are relevant only in the context of existing design concepts. If preliminary design parameters change, additional field investigation may be necessary. 1.3 Project Area The proposed project occurs in central Chatham County approximately S km (5 mi) southwest of Pittsboro (Fig. 1). The project area is characterized as rural. with agricultural fields and forested tracts dominating the landscape. 1.4 Physiography and Soils Chatham County is in the east-central piedmont physiographic province. and is characterized has having highly variable topography, including broad. gently sloping uplands. as well as sharp topographic breaks. such as knolls and saddles. The project area lies within the Carolina Slate Belt Soil System. These soils have a bedrock of volcanic slates. basic and acid tuffs. breccias and flows. The soils of the slopes are generally well-drained loams or sands of the Georeeville-Badin Complex. 1.5 Methodology Preliminary resource information was gathered and reviewed prior to site visit. Information sources inc ude: U.S. Geological Survey (USGS) quadrangle map (Pittsboro). Soil Conservation Services (SCS) Soils Map of Chatham County. NCDOT aerial photographs of project area (1:1200). North TRANSPORTATION DIVISION OF HIGHWAYS PLANNING ?n?1D9 BRANCH AND ENVIRONMENTAL BRIDGE NO. 145 CHATHAM COUNTY B-2527 r 1 L-- 0 mires L FIG. 1 Carolina Division of Environmental Management (DEM) water quality classification for the Cape Fear River Basin. Fish and Wildlife Service (FWS) list of protected species and N.C. Natural Heritage Program (NC-NHP) database of uncommon and protected species and unique habitats. Field surveys were conducted along the proposed project alignment on October 13. 1993 by NCDOT biologists Tim Savidge. Plant communities were identified and recorded. Wildlife was identified using a number of observation techniques; active searching and capture. visual observations (binocular), and recording the identifying signs of wildlife (sounds, scat, tracks and burrows). Cursory surveys of aquatic communities were conducted using a hand held dip net and tactile searches for benthic organisms. Organisms captured were identified and then released. 2.0 WATER RESOURCES This section describes the physical characteristics. Best Usage Standards and water quality of the water resources likely to be impacted by the proposed project. Probable impacts to these water bodies are also discussed, as are means to minimize impacts. 2.1 Waters Impacted The Rocky River is in the Cape Fear River drainage basin. originating approximately 32 kin (20 mi) northwest of project crossing near Liberty, in Randolph County. The Rocky River joins the Deep River approximately 10 km (6 mi) downstream of the project crossing. 2.1.1 River Characteristics The riverbed is approximately 33 in (110 ft) wide at crossing. The substrate is rocky. with areas of sand and silt deposits. A rock bar island occurs within the streambed just upstream of the bridge. Depth during site visit was 0.3 in (1 ft). 2.1.2 Best Usage Classification The waters of the Rocky River carry a Best Usage Classification of C as assigned by the North Carolina Department of Environment. Health and Natural Resources (DEHNR). 1993. Class C designates waters suitable for aquatic life propagation and survival, fishing, wildlife, secondary recreation and agriculture. No waters classified as High Quality Waters (HQW), Outstanding Resource Waters (ORW). WS-I. or WS-11 occur within 1.6 kin (1 nii ) 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. Two BMAN stations occur on the Rocky River, one approximately 5 km (3 mi) upstream and the other 6 km (4 mi) downstream of crossing. Both sites recieved "Good" biodiversity ratings in July 1990. The DEM National Pollutant Discharge Elimination System (NPDES) report lists no permitted discharge sources into the Rocky River near the project area. 2.2 Anticipated Impacts: Water Resources Potential impacts to water resources include, decreases of dissolved oxygen, and changes in temperature. The later two impacts are due to removal of the streamside canopy and removal/burial of aquatic vegetation. Sedimentation and substrate disturbance, occurring during construction. can significantly reduce water clarity. If stream channel relocation is required. and if the stream relocation is greater than 100 ft or > 50 ft on one side. consultation with the FWS and NC'Wildlife Resources Commission (WRC) will be required, per the Fish and Wildlife Coordination Act, as amended (16 [:SC 661-667d). Relocated streams will be designed to have similar characteristics (depth, width. and substrate) as the original stream. This also includes re-establishment of streamside vegetation. 3.0 BIOTIC RESOURCES This section describes the ecosystems encountered and the relationships between vegetative and faunal components within terrestrial, and aquatic ecosystems. Descriptions of the terrestrial systems are presented in the context of plant community classifications. Representative animal species which are likely to occur in these habitats are cited, along with brief descriptions of their respective "roles" within that community. For complete listings of flora and fauna which occur in Chatham county, a composite of specific references listed in section 5.0 should be consulted. Animals that were observed during site visit are denoted by (*) in the text and are also listed in Appendix B. Sightings of spoor evidence are equated with sightings of individuals. Scientific nomenclature and common names (when applicable) are used for plant and animal species described. Subsequent references to the same organism will include the common name only. 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 with the faunal components. Numerous terrestrial animals are highly adaptive and populate a variety of habitats, therefore many of the species mentioned may occur in all of the community types described. 3.1.1 Maintained Communities Maintained Communities are land parcels in which the vegetation is kept in a low-growing, non-successional state. These communities include the existing roadside and cleared powerline corridor east of the roadway. The narrow roadside shoulder has a limited amount of vegetative growth. which is primarily fescues (Festuca spp.), along with dandelion (Teraxacum officinale), chickweed (Stellaria media) and wild onion (Allium canadense). The area extending from this into the forest is less maintained, supporting rank vegatative growth, especially at the woodland border. Species present include sheep-sorrel (Rumex acetosella). winged sumac (Rhus copal lina), trumpet creeper (Campsis radicans), nightshade (Solanum spp.). pokeweed (Phvtolacca americans). poison ivy (Toxicodendron radicans). blackberry (Rebus sp.) and Japanese honeysuckle (Lonicera japonica). Saplings of "weedy" hardwoods such as sweet gum (Liquidambar stvraciflua). red maple (Acer rubrum) and sourwood (Oxvdendrum arboreurn) are also present. The limited roadside area does not likely support much of a resident faunal assemblage. Small animals such as house mouse (plus musculis) and five-lined skink (Eumeces fasciatus) are some of the more common species to inhabit this type of habitat, however they are abundant in several other habitat types as well. Birds such as rufous-sided towhee (Pipilo ervthrophthalmus), white-throated sparrow (Zonotrichia albicollis) and grey catbird (Dumetella carolinensis)* are some species which are found in dense cover, nesting close to the ground. The dense vegetative growth also offers foraging opportunity for several species residing in the adjacent forest. Roadways also become travel corridoors for many animal species. other species take advantage of this in a variety of ways. Predatory birds such as loggerhead shrike (Lanius ludovicianus). red-tailed hawk (Buteo jamaciensis) and other raptors prey on a wide variety of small animals exposed during their migrations across the roadway. Scavangers and oppurtunistic feeders such as the common crow (Cori-us brachvnci-nchos)*, turkey vulture (Cathartes aura)*, raccoon (Proci-on lotor)* and Virginia opossum (Didelphis virginiana)* 4 take advantage of the large amount of carrion associated with roadkills. often these species become roadkills themselves. 3.1.2 Dry-Mesic Hardwood Forest Slope Extending from the maintained roadside shoulder, this community occurs on the steep banks grading toward the Rocky River. The relatively young. uneven aged, canopy and the abundence of species such as poison ivy, Japanese honeysuckle, and blackberry indicates prior disturbances, particularly on the upper slope. The canopy consists of species typical of mesic conditions, such as red maple. sweetgum. beech (Fagus grandifolia), loblolly pine (Pinus taeda) and water oak (Quercus ni€ra). however species such as post oak (Quercus stellata) and white oak (Quercus alba), which are usually found in dry habitats, are also present. With the exception of species composition, there is no gradient (topographic, hydrologic etc.) between the forested slope and the streamside canopy. No floodplain is present in this area, and a narrow strip of sycamore (Platanus occidentalis), American elm (Ulnaus americana) and box elder (Acer negundo) occurs along the streambank. Vines, including grape (Vitis sp.), green brier (Smilax spp.) and cross vine (Anisostichus capreolata) are also prominent in this community. Crane-fly orchid (Tipularia discolor), partridge berry (Afitchella repens) and rattlesnake plaintain (Goode'era pubescens) are some herbaceous species observed. The proposed replacement is to take place on existing location, and thus this community will recieve minimal impacts. Canopy-dwelling species comprise the majority of the faunal assemblege of this community. Because of the steep terrain, ground-dewelling species are expected to be few. Tufted titmouse (Pares bicolor)*. northern cardinal (Cardinalis cardina.lis)*, Carolina chickadee (Parus caroliniensis)*, red-bellied woodpecker (Afelanerpes c.arolinus)* and blue jay (Cyanocitta cristata)* are the only species observed in this community. The low number of species observed is likely more reflective of survey time (mid-afternoon), and conditions (unusually dry) than it is of community diversity. Several other species of birds likely reside in this community at various times of the year. Some mammals likely to occur here include the grey squirrel (Sciurus carolinensis), Virginia oppossum and raccoon. 3.2 Aquatic Community The Rocky River provides habitat for a variety of aquatic organisims. The rocky streambed creates a relatively stable substrate for benthic organisms, such as freshwater mussels (Family Unionidae), sphaeriid clams (Family Sphaeriidae) and a variety of other invertebrates which occupy the spaces between rocks. This group of organisims is extremly sensitive to sedimentation. which limits their ability to siphon food particles from the water column. or in some instances buries the individuals. Many populations of these species, particularly mussels are in serious decline throughout the southeast, and sedimentation is recognized as a major factor contributing to their decline. The Rocky River is known historically to support several mussel species, including the Atlantic pigtoe (Fusconia masoni) and the brook floater (Alasmidonta varicosa), both of which are candidates for federal protection (Sec. 4.2.2). These two species may still occur in this stretch of the Rocky River, however the date of the last observation was 1972. Living mussels of the (Elliptio complanata) complex were observed to be common in the river during site visit. as were the Asian clam (Corbicula fluminea). This exotic sphaeriid clam. introduced into this country in 1937, has invaded numerous aquatic systems throughout the United States and has aided in the decline of many native mussel species. Small benthic fish such as the tesselated darter (Etheostoma olmstedi) and piedmont darter (Percina crassa) utilize the rocks for cover. Small invertebrates are the primary item of prey for these species. The substrate also serves to concentrate food sources. The rocks trap organic debris (leaves. branches. detritus etc.) which is produced outside the stream ecosvstem (allochthonous) flowing down stream. This accumulation of organic matter is then decomposed by heterotrophic microorganisms. such as bacteria, and 'consumed by macroinvertebrates. such as aquatic insects. as well as small fish. Decomposers and primary consumers are, in turn. consumed by larger organisms. The amount of allochthonous energy input within a stream varies seasonally. and is dependent on the extent of the streamside vegetation. Autochthonous energy sources (produced within the stream ecosystem) are also vital to the aquatic community. The hard rocky surface supports a continuous algal grog;nth. which is grazed upon by a.variety of aquatic snails (Class Gastropoda) and fish such as creek chubsucker (Erimj,zon oblongus) and redhorses (Moxostome spp.), which have modified mouth structures adapted to grazing. Other aulochthonous food sources include phytoplankton and aquatic vascular vegetation. Water willow (Justicia americana) is relativlv common within the study corridor. The federally protectd Cape Fear shiner (Notropis mekistocholas) often concentrates around these beds of aquatic vegatation. This species has been captured at this bridge crossing (Sec. 4.2.1). In some areas of the stream, pools have been created by debris (logs etc.) or stream action (scour). These pools may be up to 1 m (3 ft) deep. Larger predatory fish congregate 6 in these pools usually near some type of cover. Game species such as largemouth bass (Aficroptezrus salmoides)*. sunfishes (Lepomis spp.) and catfish (Ictalurus spp.) are likely most abundant in these pools, but will occur throughout the riverbed. Several animals such as crayfish (Family Cambaridae), snapping turtle (Chelvdra serpentina). northern water snake (Nerodia sipedon) and raccoon occupy the role of scavengers in the ecosystem. These species will also take live prey including frogs (Rana spp.), salamanders (Order Caudata) and fish. Two species of frogs were observed during.-site visit, bullfrog (Rana catesbeiana)* and pickeral frog (R. palustris)*. 3.3 Anticipated Impacts: Biotic Communities Construction of this project will mainly impact the aquatic community described. Because the replacement is to take place on existing location, impacts to the terrestrial communities mentioned will be minimal. This section quantifies and qualifies impacts to these resources in terms of area impacted (cleared/modified), and ecosystem effects. Temporary and permanent impacts are considered here. 3.3.1 Terrestrial Community Impacts Project construction will result in limited clearing and degradation of portions of the Maintained Community (Roadside shoulder) described. Disturbance to the adjacent forested community is not anticipated, however because this community is within the proposed ROW and will be considered to be impacted. The estimated loss to these communities is listed in Table 1. It should be noted that estimated impacts were derived using the entire proposed right of way. Project construction often does not require the entire right of way and therefore actual impacts may be considerably less. TABLE 1. ESTIMATED IMPACTS TO BIOTIC COMMUNITIES Biotic Community Alternate MS MC 1 0.1 (0.3) 0.3 (0.7) Impacts in hectares (acres) are based on 24 m (SO ft) of ROW: MS and MC denote Steep Mesic Hardwood Slope and Maintained Communities, respectively The plant communities found along the project alignment serve as shelter, nesting and foraging habitat for numerous species of wildlife. Loss of habitat is likely to reduce the number of faunal organisms, and concentrate them into a smaller area. which causes some species to become more susceptible to disease, predation and starvation. As mentioned however, the extent of impacts to these communities will be minimal. Individual mortalities during construction. are likely to occur to animals closely associated with the ground (snakes. small mammals, etc.). Mobile species will be displaced during construction activity. 3.3.2 Aquatic Community Impacts Anticipated impacts to the Rocky River aquatic communitiv can be attributed to construction-related habitat disturbance and sedimentation. Although disturbance and sedimentation may be temporary processes during the construction phase of this project, environmental impacts from these processes may be long-lived or irreversible. The aquatic environment serves as a major food source for many terrestrial organisms such as raccoons, various species of snakes. birds. turtles and amphibians. It also serves as a means of predator avoidance for amphibians (frogs and salamanders), reptiles (snakes and turtles), and mammals (muskrat and mink). Benthic. non-mobile organisms, such as filter and deposit feeders. and macro and micro alga, are particularly sensitive to construction activities such as dredging. filling, pile driving operations and slope stabilization. These construction activities physically disturb the substrate, resulting in loss of sessile benthic organisms. Many of these aquatic organisms are slow to recover, or repopulate an area. because they require a stabilized substrate for attachment. Substrate stability may take a long time to develop, therefore, changes in community composition will occur. Populations of photosynthetic species. the primary producers in the food chain. can be greatly effected by siltation. The increased amount of suspended particles in the water column reduces the photosynthetic ability, by absorbing available light. Clogging of feeding apparati of suspension feeders and burial of newly settled larvae of these organisms, are other effects of siltation. These species are often primary consumers in the food chain, and are a major step in the aquatic food web. Impacts to these organisms may directly effect organisms higher in the food chain, such as fish. amphibians. reptiles, birds and mammals. Mobile aquatic organisms may escape some of the effects of siltation, however gills of fish, crustaceans and larval amphibian and insect forms can become clogged and dysfunctional as a result of sedimentation. Spawning 8 habitats for these mobile species may become filled with sediment, diminishing reproductive success and inevitably reducing populations. Habitat disturbance and sedimentation are extremely detrimental to aquatic ecosystems. Best Management Practices (BMP's) for protection of surface waters, must be strictly adhered to, to ensure the biological integrity of the water body impacted by this project. High Quality Waters (HQW) erosion control measures will also need to be implemented during the entire life of the project, to avoid impacts to a federally protected species (Sec. 4.2.1). Additionally, if measures are not taken to reduce the amount of probable increased concentrations of toxic compounds (gasoline, oil, etc.) in the stream. coming from construction related machinery and road paving activities. mortalities to numerous types of aquatic organisms are likely. 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. in accordance with provisions of Section 404 of the Clean Water Act (33 U.S. C. 1344). Potential wetland communities were evaluated using the criteria specified in the 1987 "Corps 'of Engineers Wetlands Delineation Manual" For an area to be considered a "wetland", the following three specifications must be met; 1) presence of hydric soils (low soil chroma values), 2) presence of hydrophytic vegetation (Appendix A), and 3) evidence of hydrology, including; saturated soils. oxidized rhizospheres, matted vegetation, high water marks on trees, buttressed tree bases and surface roots. No jurisdictional wetlands will be impacted by the proposed action. 4.1.1 Permits. Impacts to Waters of the United States fall under the jurisdiction of the U.S. Army Corps of Engineers (COE). A Nationwide permit 33 CFR 330.5 (A)23. for impacts to surface waters of the Rocky River, is likely to be applicable. This permit authorizes activities undertaken, assisted, authorized. regulated, funded or financed in whole, or in part, by another Federal agency or department. That agency or department has determined that the activity is categorically excluded from environmental documentation. because it will neither individually or cumulatively have a significant environmental effect. Approval of this permit application will be contingent on a finding of "No Effect" 9 R concerning protected species issues (Sec. 4.2.2). A North Carolina Division of Environmental Management (DEM) Section 401 (1665) Water Quality General Certification is also required, prior to issuance of the Nationwide permit. 4.1.2 Mitigation Projects authorized under Nationwide Permits usually do not require compensatory mitigation according to the 1989 Memorandum Agreement between the Environmental Protection Agency and the Department of the Army. 4.2 Rare and Protected Species Federal law requires that any action. which has the potential to jepordize the continued existence of any species classified as federally protected, is subject to review by the FWS and/or the National Marine Fisheries Service (NMFS), under the provisions of the Endangered Species Act (ESA) of 1973, as amended. Rare species receive additional protection under separate state statutes. In North Carolina protection 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. As of May 12, 1994 the FWS lists four Endangered species, the red-cockaded woodpecker (Picoides borealis), the bald eagle (Naliaeetus leucocephalus). Cape Fear shiner (Notropis mekistocholas) and harperella (Ptilimnium nodosum) for Chatham Countv. A brief description of these species' characteristics and habitat requirements is provided, along with a Biological Conclusion addressing potential impacts to these species from the proposed project. Picoides borealis (red-cockaded woodpecker) Status: E Listed: 10/13/70 The adult RCW's plumage except for small red streaks male. The back is black and and the breast and underside There is a large white cheek cap, nape. and throat. is entirely black and white on the sides of the nape in the white with horizontal stripes are white with streaked flanks. patch surrounded by the black RCW's use open old growth stands of southern pines, particularly longleaf pine for foraging and nesting habitat.. A forested stand must contain at least 50°1. pine. These birds 10 nest exclusively in trees that are >60 years old and are contiguous with pine stands at least 30 years of age. The foraging range of the RCW is from up to 202 ha (500 ac). and this acreage must be contiguous with suitable nesting sites. These woodpeckers nest exclusively in living pine trees and usually in trees that are infected with the fungus that causes red-heart disease. Cavities are located in colonies from 3.6-30 m (12-100 ft) above the ground and average 9.1- 15.2 m (30-50 ft) high. They can be identified by a large incrustation of running sap that surrounds the tree. which is referred to as "candle-sticking". This is arguably used as a defense against possible predators. A clan of woodpeckers usually consists of one breeding pair and the offspring from previous years. The eggs are laid in April, May, and June and hatch 35 days later. Clutch size is from 3-5 eggs. All members of the clan share in raising the young. RCWs feed mainly on insects but may feed on seasonal wild fruits. Biological Conclusion: No Effect No pine dominated stands will be impacted by the proposed project. Construction of this project will have no effect on the red-cockaded woodpecker. Haliaeetus leucocephalus (bald eagle) Status: Endangered Family: Acciptridae Listed: 3-11-67 These large predatory birds are found in North America from Florida to Alaska. The only major nesting populations in the southeast occur in Florida: however mierants and rare nesting pairs do occur in North Carolina. Adults are dark brown except for the white head and tail. Immatures are brown and irregularly marked with white until their fourth year. Eagles nest close (within 0.5 mile) to large expanses of water usually in the largest dominant tree of an old-growth stand. Nests constructed in marine environments have been shown to be more successful than nests on lakes and reservoirs (Stocek and Pearce 1981). The nests may measure two meters (6 ft) across and are often as deep. 'pests are often used for many years and may increase in size as the birds continue to add to it. In the southeast, nesting activity usually begins in early September. with breeding taking place in December or January (Murphy 1959). Breeding and incubating is usually later (Nov-!March) in the Chesapeake Bay area (Cline 1985). Usually two eggs are laid. which are incubated for 35 days. The young remain in the nest at least 10 weeks. althoueh parental care may extend 4 to 6 weeks after fledging. 11 Studies of post-fledging movements of southeastern nesting eagles demonstrate extensive northward migration. BIOLOGICAL CONCLUSION: No Effect The Rocky River is not a large enough body of water to support an eagle population. No signs of eagles utilizing the area were observed at the project site. It can be concluded that construction of this project will not impact the bald eagle. Notropis mekistocholas (Cape Fear shiner) Status: E Listed: 9/26/87 The Cape Fear shiner has the most limited range of all Notropis species, and is restricted to the Cape Fear River basin, near the fall line. The Cape Fear shiner is a small, moderately stocky minnow that rarely exceeds S cm in length. Its body is pale silvery yellow, with a black band running along its sides. The fins are yellowish and somewhat pointed. The upperlip is black and the lower lip has a black bar along its margin. It is easily distinguished from other similar species by having an elongated digestive tract to accommodate its diet of plant material. Cape Fear shiner habitat occurs in large streams and small to medium sized rivers. Preferred habitat is wide shallow sections of streams, with gravel, cobble, or boulder substrates. It is most often observed inhabiting slow pools. riffles, and slow runs associated with water willow beds. Juveniles can be found inhabiting slack-water, among large rock outcrops and in flooded side channels and pools. Biological Conclusion: May Effect The area of the Rocky River crossed by this project falls within the Wildlife Resources Commission (WRC) proposed Critical Habitat areas for aquatic species. Additionally the Cape Fear shiner has been captured at this crossing in the past. Consequently. informal consultation with the FWS will be initiated by NCDOT in the near furture. Ptilimnium nodosum (harperella) Status: E Family: Apiaceae Listed: September 28, 1988 Flower: late July - August The historic range of harperella included the states of Maryland, West Virginia. Kentucky, North Carolina. Alabama, and the coastal plains of Georgia and South Carolina. It has been eliminated from over half of its known range. North Carolina currently has populations of harperella, in 12 Granville and Chatham Counties. Harperella is an annual herb in the carrot family. with fibrous roots and erect to spreading stems. The stems are green and often have a purplish tinge at the base and may branch above mid-stem. The leaves are hollow, cylindrical, and septate, with broadly clasping bases. Flowers are 5-15 compound umbels, each umbel subtended by an involucre of small lanceolate bracts 0.5cm long. This plant can be found in two types of habitat, rocky or gravel shoals on the margins of clear, swift-.flowing stream sections, and the edges of intermittent pineland ponds or low, wet savannah meadows in the coastal plain. It is always found in saturated substrates and tolerates periodic. moderate flooding. There is a preference for sunny areas and this species is abundant where it is sheltered from stream erosion, usually on the downstream side of large rocks or amidst thick clones of water willow. BIOLOGICAL CONCLUSION: No Effect The rocky bar islands occurring near the existing bridge offer suitable habitat for harperella. These areas were surveyed by NCDOT biologist Janet Shipley and Marge Boyer of the Plant Conservation Program on December 03, 1993. No plants were found. Given the survey results, it can be concluded that construction of this project will have no impact on this species. 4.2.2 Federal Candidate and State Protected Species There are a total of eight federal candidate (C2) species listed for Chatham County (Table 2). Candidate (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. The North Carolina status of these Federal Candidate species is also listed in Table 2.. 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 ?Forth Carolina Wildlife Resources Commission and the North Carolina Department of Agriculture respectively. Species with state designations of Candidate (C), Significantly Rare (SR) and Watch List (W) are not protected under state laws. but there is evidence of declining populations. These species are mentioned here for information purposes, should they become protected in the future. Specific surveys for these species were not conducted during 13 site visits, however the Atlantic pigtoe was found outside of the project area. TABLE 3. Federal Scientific Name Candidate Species Chatham County Common Name Habitat NC Status Aimophila aestivalis Bachman's sparrow N Sc Alasmidonta varicosa brook floater Y T Fusconia masoni Atlantic pigtoe Y T Lampsilis cariose yellow lampmussel N T Gomphus septima Septima's clubtail Y SR dragonfly Isoetes virginica Virginia quillwort N C Monotropis odorate sweet pinesap Y C Nesti•onia umbellula nestronia Y SR NC Status: T, E denote Threatened and Endangered. C and SR denote Candidate and Significantly Rare, which are not Protected by state laws. A search of the NC-NHP data base of rare plants and animals resulted in records of two state protected species. the Atlantic pigtoe and the brook floater. and one federally protected species the Cape Fear shiner in the project area. The Cape Fear shiner is also protected under North Carolina law as an Endangered species. 1.4 5.0 REFERENCES Cowardin, L.N., V. Carter. F.C. Golet and E.T. LaRoe. 1979. Classifications of wetlands and deepwater habitats of the United States. Prepared for the U.S. Fish and Wildlife Service, U.S. Dept. of Int. Washington D.C. Daniels, R.B., H.J. Kleiss, S.W. Buol. H.J. Byrd and J.A. Phillips. 1984. Soil Systems in North Carolina. N.C. Agricultural Research Service, N.C. State Univ. Raleigh N.C. Bulletin 467. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. "Technical report Y-87-1, U.S. Army Engineer Waterways Experiment Station. Vicksburg, Miss. Hvnes, H.B.N. 1970. The Ecology of Running Waters. University of Toronto Press, 555 pp. Martof, B.S., W.M. Palmer. J.R. Bailey and J.F. Harrison III. 1950. Amphibians and Reptiles of the Carolinas and Virginia. Chapel Hill, The Univ. N.C. Press. NCDEHNR-DEM. 1993 Classifications and Water Quality Standards Assigned to Waters of the Cape Fear River Basin. Raleigh Dept. of Environment. Health and Natural Resources. NCDEHNR-DEM. 1991. Biological Assessment of Water Quality in North Carolina Streams: Benthic Macroinvertabrate Data Base and Long Term Changes in Water Quality, 1983-1990. Potter, E.F., J.F. Parnell and R.P. Teulings. 1950. Birds of the Carolinas. Chapel Hill. The Univ. N.C. Press. Radford. A.E., H.E. Ahles and G.F. Bell. 1965. ?Manual of the Vascular Flora of the Carolinas. The Univ. N.C. Press. Schafale. M. P. and A. S. Weakley. 1990. Classifications of the Natural Communities of North Carolina, Third Approximation. NC Nat. Heritage Program, Div. of Parks and Rec.. NC Dept. of Envir., Health and Nat. Resources. U.S. Dept. of Agriculture, Soil Conservation Service. 1954. U.S. Dept. of Agriculture. Soil Conservation Service. 19S4. Soil Survey of Chatham County, North Carolina. N.C. Agriculture Experiment Station. Webster, W.D., J.F. Parnell and W.C. Biggs. 1955. Mammals of the Carolinas, Virginia and Maryland. The Univ. N.C. Press. 15 46 APPENDIX A Glossary of Terms abiotic pertaining to nonliving or physical (air, water. soil) aspects of an environment. alluvial sediments deposited by flowing water, as in river bed floodplain or delta. allochthonous of foreign origin: transported into an area from outside of area. autochthonous formed within the place where it is found. benthic pertaining to the bottom of a body of water: a benthic organism lives on or in the bottom substrate. biotic pertaining to living aspects or specific life conditions of an environment. canopy the uppermost layer of vegetation in a plant community. carnivore an organism that feeds on animals. channel an open conduit either naturally or artifically created which periodically or continuously contains moving water. ecosystem a biological community plus its abiotic (nonliving) environment. Endangered a taxa that is threatened with extinction throughout all or a significant portion of its range. fauna animals collectively, of a particular region. flora a treatise describing the plants of a region. fluvial produced by the action of a river or stream food chain specific sequence of organisms, including producer. herbivore, and carnivore.'through which energy and materials move within an ecosystem. herbivore an animal that consumes plant material. hydric soil soil that is wet long enough to periodically produce anaerobic conditions. thereby influencing the growth of plants. hydrophytic vegetation plants which grow in water or on a substrate that is at least periodically deficient in ox`aen as a result of excessive water content. nocturnal animals that feed or are active at night. omnivore an animal which feeds on both plant and animal material. photosynthesis conversion of radiant energy (sunlight) into chemical energy (food). piscivore an animal that feeds primarily on fish. primary consumer organisms that are the second step in a community food chain, feeding on the producers. primary producer organisms capable through photosynthesis to manufacture their own food through direct capture of light energy: producers compose the first step in a community food chain. Proposed Endangered a species that has been formally proposed as Endangered; species formally proposed receive some legal protection. 16 • Proposed Threatened a species that has been formally proposed as Threatened; species formally proposed receive some legal protection. sessile an organism which permanently attaches itself to the substrate. spoor the track or trail of an animal, particularly a wild animal. succession The process of community change through time, with an orderly sequence of seral stages, the organisims (plants, animals) of each stage modify the environment. making it less suitable for themselves, and more suitable for the next. The end point or climax perpetuates itself. Threatened a taxa that is likely to become Endangered in the foreseeable future. 17 APPENDIX B ORGANISMS OBSERVED DURING SITE VISIT Class Common name Mollusca Asian clam " Elliptio complanata Osteichthyes largemouth bass Amphibia pickeral frog it bullfrog Aves American crow " blue jay it Carolina chickadee northern cardinal red-bellied woodpecker " tufted titmouse " turkey vulture Mammalia Raccoon* of Virginia opossum Habitat RR , MC MS MS. MC MS MS Mc CPS MC, rk MC. MS and RR denote Maintained Communitv. Drv-Mesic Hardwood Slope and Rocky River respectively. rk denotes roadkill * denotes spoor evidence only is I STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT. JR. DIVISION OF HIGHWAYS R. SAMUEL HUNT II I GOVERNOR P.O. BOX 25201. RALEIGH. N.C 27611-5201 SECRETARY December 06, 1994 MEMORANDUM TO: P. Wayne Elliott, Unit Head Bridge Unit ATTENTION: Michele L. James, Project Manager FROM: Tim Savidge, Environmental Biologist Environmental Unit SUBJECT: Section 7 Biological Conclusion for the Federally Endangered Cape Fear shiner, relating to Proposed Replacement of Bridge 1- 145 Over Rocky River. Chatham County. State Project = 5.2530701. TIP n B-2527. REFERENCE: Section 7 Field Meeting Minutes, December 05, 1994 prepared by Michele James. The reference report summarized the construction provisions discussed and agreed upon at the field meeting held on November 15. 1994. These environmental Commitments will be adopted by NCDOT during the construction phase of this project. BIOLOGICAL CONCLUSION: Not Likely to Adversely Affect If provisions mentioned in the referenced report are strictly adhered to, it can be concluded that construction of this project is not likely to impact the Cape Fear shiner. cc: V. Charles Bruton, Ph.D M. Randall Turner, Environmental Supervisor File B-2527 0 U.S. ARMY CORPS OF ENGINEERS 9 WILMINGTON DISTRICT Action ID. County GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION Property Owner/Agent ti000-C L?O\\? S? \O \C) `Address 0 N\` , \\. ?cc rk?.?. (?l \c\? ? .`? .y M??•?.?e`c \c??,<:,r,? Telephone No. L °\\°?? ?3 3 \V \ Size and Location of project (waterbody, road name/number, town, etc.) SCZ \O\O , c?c?c?c n,4\ \ c?c,,\e ?? E c ?? •? \?`? cud'\ctc e c,? o A \?e\?..> --, \ y . \ \ S W ?? ?\S?xc o ?1L. max. cY.? c .i r?., e Description of Activity o\ctc er<.Qylt C? ?c\e\?e ?c\5y ?e?.? ?Section 404 (Clean. Water Act, 33 USC 1344) only. Section 10 (River and Harbor Act of 1899) only. \N e`1\QnL \ MSPC C'tS Gc'\ ,C \ P'\ ec? ,} C'? \rc er.?C\X -\, \\\ \,\o wc.Xec 5 c ??e S Section 404 and Section 10. 1 Regional General Permit o ationwide Permit Numbe? Any violation of the conditions of the Regional General or Nationwide Permit referenced above may subject the permittee to a stop work order, a restoration order, and/or appropriate legal action. This Department of the Army Regional General/Nationwide Permit verification does not relieve the undersigned permittee of the responsibility to obtain any other required Federal, State, or local approvals/permits. The permittee may need to contact appropriate State and local agencies before beginning work. By signature below, the permittee certifies an understanding and acceptance of all terms and conditions of this permit. Property Owner/Authorized Agent Regulatory Project Manager Signature Da \ Date \°R_'? SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE. CESAW Form 591 Ow 1993 1- , N: C. DEPARTMENT OF TRANSPORTATION TRANSMITTAL SLIP OAT! TO: REF. NO. OR ROOM, SLOG. AA FROM: REF. NO. O ROOM, BLDG. ACTION ? NOTE AND FILE ? PER OUR CONVERSATION ? NOTE AND RETURN TO ME ? PER YOUR PEQUEST ? RETURN WITH MORE DETAILS ? FOR YOUR APPROVAL ? NOTE AND SEE ME ASOUT THIS ? FOR YOUR INFORMATION ? PLEASE ANSWER ? FOR YOUR COMMENTS ? PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE ? 'TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT COMMENTS: O? o-v ? lk n n 3P' STATE OF NORTH CAROLINA I P 11UI1 "'i,?I DEPARTMENT OF TRANSPORTATION JAMCS It. IIUNi IR. DIVISION OF IiIGI IWAYS SAM I IUNT GOVIRNOR ICRI IARY P.C. .O. BOX 25201. ItALLIGi I. N.L. 27611-5201 February 18, 1993 MEMORANDUM TO: Mr. Eric Galamb DEM - DEHNR, 6th Floor FROM: L. J. Ward, P. E., Manager Planning and Environmental Branch SUBJECT: Review of Scoping Sheet for Replacing Bridge No. 145 on SR 1010 over Rocky River, Chatham County, B-2527 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 March 25, 1993 at 9:30 A. M. in the Planning and Environmental Branch Conference Room (Room 434). You may provide us with your comments at the meeting or mail them to us prior to that date. Thank you for your assistance in this part of our planning process. If there are any questions about the meeting or the scoping sheets, please call Michele James, Project Planning Engineer, at 733-7842. ?1?3 coo MJ/plr Attachment s k' vey L 4 s C y .? BRIDGE PROJECT SCOPING SHEET DATE 2-19-93 REVISION DATE PROJECT DEVELOPMENT STAGE PROGRAMMING PLANNING x DESIGN TIP PROJECT B-2527 STATE PROJECT 8.2520701 F.A. PROJECT BRZ-1010(3) DIVISION _ 8 COUNTY -Chatham ROUTE SR 1010 PURPOSE OF PROJECT: REPLACE OBSOLETE BRIDGE DESCRIPTION OF PROJECT: Replace Bridge No. 145 on SR 1010 in Chatham County over Rocky 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 IF YES, BY WHOM AND WHAT AMOUNT: ($) O BRIDGE PROJECT SCOPING SHEET TRAFFIC: CURRENT 1700 VPD DESIGN YEAR(2016) 3400 VPD TTST __1 % DT __ 2 TYPICAL ROADWAY SEC TION: EXISTING STRUCTURE: LENGTH 287 FEET; WIDTH 20.3 FEET PROPOSED STRUCTURE: BRIDGE - LENGTH FEET; WIDTH FEET OR CULVERT - LENGTH FEET; WIDTH FEET DETOUR STRUCTURE: BRIDGE - LENGTH FEET; WIDTH FEET OR PIPE - SIZE ___ @ _-_ INCHES CONSTRUCTION COST (INCLUDING ENGINEERING AND CONTINGENCIES) ..................... $ RIGHT OF WAY COST (INCLUDING RELOCATION, UTILITIES AND ACQUISITION) ................... $ FORCE ACCOUNT ITEMS .................................. $ TOTAL, COST ....................................... $ TIP CONSTRUCTION COST ............................... $1,500,000 TIP RIGHT OF WAY COST ................................ $ 14,000 SUB TOTAL ........................................... $1,514,000 PRIOR YEARS COST ..................................... $ TIP TOTAL COST ........................................$1,514,000 BRIDGE PROJECT SCOPING SHEET ADDITIONAL COMMENTS: The hydraulic information will be provided at the scoping meeting. SR 1010 is classified as a minor collector. PREPARED BY: Michele James DATE: 2-19-93 BRANCH BRIDGE NO. 145 CHATHAM COUNTY B-2527 miles 2 Fir 1 _s e,w ST?TF ? STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION )AMiS B. HUNT JR. DIVISION OF HIGHWAYS Go vl'RNOR P.O. BOX 2520E RALHGf I. N.L. 276115201 April 12, 1993 MEMORANDUM TO: Mr. Eric Galamb DEM - DEHNR, 6th Floor FROM: Michele James Planning and Environmental Branch SUBJECT: Chatham County, Bridge No. 145 on SR 1010 over Rocky River; B-2527 SAM HUNT SPCRIITARY A scoping meeting was held on March 26, 1993 to initiate the subject project. A list of those attending is as follows: Cynthia Joyner LeRoy Smith Charles Mullen Danny Rogers Ray Moore Jerry Snead John P. Taylor Don Sellers Betty Yancey Robin Stancil David Foster 0. M. Clark David Yow Michele James Wayne Elliott M. Randall Turner The possibility of reusing the the deck of the bridge was discusse thorough investigation by Structure structure should be replaced in the alternative to be studied. Traffic roads. Roadway Design Roadway Design Traffic Control Program Development Structure Design Hydraulic Design Location and Surveys Right of Way Right of Way Right of Way DEHNR-DEM Division 8 Construction Engineer NCWRC - Habitat Conservation Planning and Environmental Planning and Environmental Planning and Environmental existing substructure and replacing only J at the scoping meeting. After a Design, it was concluded that the entire existing location. This is the only should be detoured onto the existing area A preliminary cost estimate for the replacement is $831,000. The estimated cost in the Transportation Improvement Program is $1,514,000. MJ/sdt 4v 1$ Iii 11 i 7 1 BRIDGE PROJECT SCOPING SHEET DATE • 2-19-93 REVISION DATE 4-12-93 PROJECT DEVELOPMENT STAGE PROGRAMMING PLANNING x DESIGN TIP PROJECT B-2527 STATE PROJECT 8.2520701 F.A. PROJECT BRZ-1010 3 DIVISION COUNTY Chatham ROUTE SR 1010 PURPOSE OF PROJECT: REPLACE OBSOLETE BRIDGE DESCRIPTION OF PROJECT: Replace Bridge No. 145 on SR 1010 in Chatham County over Rocky River METHOD OF REPLACEMENT: 1. EXISTING LOCATION - ROAD CLOSURE x 2. EXISTING LOCATION - ONSITE DETOUR _ 3. RELOCATION 4. OTHER WILL THERE BE SPECIAL FUNDING PARTICIPATION BY MUNICIPALITY, DEVELOPERS, OR OTHERS? YES NO x IF YES, BY WHOM AND WHAT AMOUNT: ($) , („) BRIDGE PROJECT SCOPING SHEET TRAFFIC: CURRENT 1700 VPD DESIGN YEAR(2016) 3400 VPD TTST DT 2 TYPICAL ROADWAY SECTION: EXISTING STRUCTURE: LENGTH 287 FEET; WIDTH 20.3 FEET PROPOSED STRUCTURE: BRIDGE - LENGTH 287 FEET; WIDTH 30 FEET OR CULVERT - SIZE _ FEET BY _ FEET DETOUR STRUCTURE: BRIDGE - LENGTH FEET; WIDTH FEET OR PIPE - SIZE PIPES CONSTRUCTION COST (INCLUDING ENGINEERING AND CONTINGENCIES) ..................... $ 817,000 RIGHT OF WAY COST (INCLUDING RELOCATION, UTILITIES, AND ACQUISITION) ................... $ 14,000 FORCE ACCOUNT ITEMS .................................. $ TOTAL COST ....................................... $ 831,000 TIP CONSTRUCTION COST ............................... $1,500,000 TIP RIGHT OF WAY COST ................................ $ 14,000 TIP TOTAL COST ........................................$1,514,000 BRIDGE PROJECT SCOPING SHEET ADDITIONAL COMMENTS: PREPARED BY: Michele James DATE: 4-12-93