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HomeMy WebLinkAbout20190622 Ver 2_Draft_BP10R49_RGP50_Cover_Letter_and_Supporting_Information_20231207Tnr�M O� qq� 'u C STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Roy COOPER J.R. "JOEY" HOPKINS GOVERNOR SECRETARY December 5, 2023 Mr. Steve Brumagin U.S. Army Corps of Engineers 8430 University Executive Park Drive, Suite 615 Charlotte, North Carolina 28262 SUBJECT: Pre -Construction Notification Pursuant to Regional General Permit 50 NCDOT Division 10 Bridge Replacement Project Bridge No. 217 on SR 1654 (Morton Road) over Lanes Creek (Class C), Anson County, NC WBS Number: BP10.R049 (formerly 17BP.10.R.140; TIP B-5795) Dear Mr. Brumagin: We are requesting a Section 404 Regional General Permit (RGP) 50 for work associated with the replacement of Bridge No. 217 with a new bridge at the same location over Lanes Creek (Class C) on SR 1654 (Morton Road) in Anson County. The project previously qualified as a non -notifying 404 Nationwide Permit 3 and was previously submitted as a for the record only Pre Construction Notification (PCN) but has since expired under that authorization. Impacts have not changed from the previous submittal. There will be 108 linear feet (LF) of temporary impacts to Lanes Creek necessary for demolition and construction which completely overlaps the 55 LF of temporary impacts depicted for dewatering. There are 74 LF of temporary impacts to Stream A, an intermittent unnamed tributary to Lanes Creek. There is a total of 182 LF of temporary stream impacts for the project. There are 16 LF of permanent impacts to Stream A for excavation and 12 LF of permanent impacts to Stream A for riprap fill. There will be no wetland impacts (Attachment A). A delineation of Waters of the U.S. was conducted for the project and a Natural Resources Technical Report (NRTR) is included in Attachment B. Photo pages have been included in Attachment C. As part of the environmental review, a Minimum Criteria Determination Checklist was completed for the project and is included in Attachment D. The replacement structure would be approximately 172 feet long and would be widened to a 27-foot wide structure with two 10-foot travel lanes. The existing 16-foot one lane timber deck steel girder bridge will be removed. Overall drainage patterns will be maintained. There are roadside ditches that flow towards the bridge on either side of the structure. The drainage pattern of the ditches are being maintained and the drainage from the bridge is being discharged into the ditches. Deck drains will be needed for proposed structure to prevent spreading inside the travel lane. The deck drains will not discharge directly to the jurisdictional stream. Deck drains will be located over the floodplain bench area as shown in the Bridge Structure Report. Impervious dikes with special stilling basins shall be used to contain the sediment laden water and prevent it from being discharged into the stream. Mailing Address: Telephone: (704) 983-4400 Location: NC DEPARTMENT OF TRANSPORTATION Fax: (704) 982-3146 716 WEST MAIN STREET DIVISION 10 Customer Service: 1-877-368-4968 ALBEMARLE, NC 28001 716 WEST MAIN STREET ALBEMARLE, NC 28001 Website: www.ncdot.gov Protected Species The U.S. Fish and Wildlife Service's (USFWS) Information for Planning and Consultation (IPaC) website lists Schweinitz's sunflower (Helianthus schweinitzii), Carolina heelsplitter (Lasmigona decorata), and Red -cockaded woodpecker (RCW) (Picoides borealis) as endangered, Atlantic pigtoe (Fusconaia masoni) as threatened, and Tricolored bat (Perimyotis subflavus) as proposed endangered within the study area. There is habitat in the study area for Schweinitz's sunflower, Carolina heelsplitter, and Atlantic pigtoe. No Schweinitz's sunflowers, were found during plant by plant field surveys of the study area conducted on August 30, 2023 and October 6, 2023. A search of the North Carolina Natural Heritage Program (NCNHP) database, accessed October 24, 2023, found no occurrences of Schweinitz's sunflower, Carolina heelsplitter, Atlantic pigtoe, RCW, or Tricolored bat within 1.0 mile of the study area. A biological conclusion of "No Effect" was reached for Schweinitz's sunflower. A Freshwater Mussel Survey Report was prepared on March 5, 2019 and a subsequent Freshwater Mussel Survey Report was prepared on December 1, 2023. The results of the mussel survey indicate that the study area is suitable habitat for freshwater mussels; several mussel species were observed during the surveys. No occurrences of Carolina heelsplitter or Atlantic pigtoe were identified during the mussel surveys. The recommended biological conclusion for Carolina heelsplitter and Atlantic pigtoe is "May Affect, Not Likely to Adversely Affect". Pine trees within the study area are 15 to 25 years in age and do not meet age requirements for nesting or foraging. No RCW were observed during field studies. Based on the literature review and field surveys it is determined that the project would have `No Effect' on RCW. On September 14, 2022, the U.S. Fish and Wildlife Service announced a proposal to list the Tricolored bat (Perimyotis subflavus - PESU) as endangered under the Endangered Species Act. If listed, NCDOT will resolve Section 7 prior to let as appropriate. Construction activities for this project will not take place until NCDOT (in coordination with our lead federal agency) satisfies Endangered Species Act compliance for PESU. Due to the anticipated future listing the project has a biological conclusion of `Unresolved' for Tricolored bat (Attachment E). Additionally, a Bat Survey Project Questionnaire is included in Attachment E. Bald eagles are protected under the Bald and Golden Eagle Protection Act. A desktop-GIS assessment of the project study area, as well as the area within a 1.0 mile radius of the project limits, was performed on October 24, 2023, using the latest ESRI ArcGIS color aerials. Due to the low quality foraging habitat, a survey of the study area and the area within 660 feet of the project limits was not conducted. Additionally, a review of the NCNHP database on October 24, 2023, revealed no known occurrences of this species within 1.0 mile of the study area. Due to the lack of habitat, known occurrences, and minimal impact anticipated for this project, it has been determined that this project will not affect this species. Section 106 Section 106 of the National Historic Preservation Act of 1966 requires Federal agencies to take into account the effects of their undertakings on historic properties. NCDOT Cultural Resource staff reviewed the project for Historic Architectural and Archeological Resources. A Historic Architecture and Landscapes No Survey Required Form was provided by a NCDOT Architectural Historian on February 16, 2016. A No Archaeological Survey Required Form was provided by the NCDOT Archaeologist on February 14, 2017 (Attachment F). If you have any questions, comments, or need additional information after reviewing this material please contact me at (704) 983-4423. Thank you for your cooperation in this matter. Sincerely, Joel Howard, NCDOT Division 10 PDEA Engineer Attachment A — Permit Drawings with Stormwater Management Plan Attachment B — Natural Resources Technical Report (NRTR) Attachment C — Photo Pages Attachment D — Minimum Criteria Determination Checklist Attachment E — T & E Supplemental Information; Freshwater Mussel Survey Reports; Bat Survey Project Questionnaire Attachment F — No Archaeological Survey Required Form; Historic Architecture and Landscapes No Survey Required Form NCDOT Division 10 Bridge Replacement Bridge No. 217 on SR 1654 over Lanes Creek — PCN for RGP 50 Attachment A Permit Drawings with Stormwater Management Plan � H i hwa North Carolina Department of Transportation (_07, StorrrY€er., HighwayStormwater Program%STORMWATER MANAGEMENT PLAN o-` (Version 2.07; Released October 2016) FOR NCDOT PROJECTS WBS Element: 17BP.10.R.140 TIP No.: SF-030217 Count ies : ANSON Page 1 of 1 General Project Information WBS Element: 17BP.10.R.140 ITIP Number: SF-030217 Project Type: Bridge Replacement Date: 5/31/2018 NCDOT Contact: Marc T Shown Contractor / Designer: STV Engineers, Inc. / Shirshant Sharma Address: 1020 Birch Ridge Drive Raleigh, NC 27610 Address: 900 West Trade Street, Ste. 715 Charlotte, NC 28202 Phone: (919) 707 6751 Phone: (704) 816-2556 Email: mshownancdot.goy Email: Shirshant.Sharmaostvinc.com City/Town: Wadesboro County(ies): Anson River Basin(s): Yadkin -Pee Dee ICAMA County? I No Wetlands within Project Limits? No Project Description Project Length (lin. miles or feet): 0.08 Surrounding Land Use: Rural, wooded, agricultural Proposed Project Existing Site Project Built -Upon Area (ac.) 0.3 ac. 0.2 ac. Typical Cross Section Description: Roadway: Two 10' lanes, paved shoulders Bridge: Two 10' lanes, no shoulders Approach: Two 10' lanes, 4' shoulders Annual Avg Daily Traffic (veh/hr/day): Design/Future: 190 Year: 2025 Existing: 190 Year: 2013 General Project Narrative: (Description of Minimization of Water Quality Impacts) STV Engineers, Inc. is providing engineering services for the bridge replacement project on SR 1654 (Morton Road) over Lanes Creek. The existing bridge is a 135.3'(1 @45'2", 2@45'1') triple -span bridge with a steel plank deck on I -beams and mass concrete abutments and interior bents. The proposed structure will be a 170' long bridge with a span arrangement of 1 @50' (21" cored slab), 1 @70' (24" cored slab) and 1 @50' (21" cored slab). The proposed roadway alignment over the bridge is the same as the existing bridge alignment. Overall drainage patterns will be maintained. There are roadside ditches that flow towards the bridge on either side of the structure. The drainage pattern of the ditches are being maintained and the drainage from the bridge is being discharged into the ditches. Deck drains will be needed for the proposed structure to prevent spreading inside the travel lane. The deck drains will not discharge directly to the jurisdictional stream. Deck drains will be located over the floodplain bench area as shown in the BSR. Impervious dikes with special stilling basins shall be used to contain the sediment laden water and prevent it from being discharged into the stream. Waterbody Information Surface Water Body (1): Lanes Creek NCDWR Stream Index No.: 13-17-40- 12 NCDWR Surface Water Classification for Water Body Primary Classification: Class C Supplemental Classification: None Other Stream Classification: None Impairments: None Aquatic T&E Species? Yes Comments: NRTR Stream ID: Buffer Rules in Effect: N/A Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? iYes Dissi ator Pads Provided in Buffer? Deck Drains Discharge Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative) (If yes, provide justification in the General Project Narrative) r�o ci rn 0 L 0 EL EL 0 r 0 t L E L (I to ci t ci L O ci E L a) 21 0 See Sheet to For Index of Sheets See Sheet 1 B For Standard Symbology Sheet I6zJyLRc� � w �p I r�-+ o'e RANDgLL RD (SR 1612) RACE l RACK R (SR 1452) END PROJ ECT MD RT�fi64) BEGIN G�QPyQ- PROJECT o '-F •--�� DETOUR VICINITY MAP N.T.S. STATE OF NORTH CAROLINA DIVISION C HIGHWAYS ANSON COUNTY LOCATION: BRIDGE #217 LANES CREEK ON SR 1654 (MORTON RD) TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE SURFACE WATER IMPACTS PERMIT THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. GRAPHIC SCALES 20 10 0 20 40 PLANS 20 10 0 20 40 PROFILE (HORIZONTAL) 4 2 0 4 8 PROFILE (VERTICAL) DESIGN DATA ADT 2015 = 80 ADT 2025 = 160 DHV = N/A D = N/A T = 0% V = 35 MPH FUNC. CLASSIFICATION: SUB REGIONAL TIER PROJECT LENGTH LENGTH OF ROADWAY PROJECT WBS 17BP.10.R.140 = .126 MILES LENGTH OF STRUCTURE PROJECT WBS 1711P.M.R.140 = .033 MILES TOTAL LENGTH OF PROJECT WBS 17BP.IO.R.140 = .159 MILES NCDOT CONTACT: GARLAND HAYWOOD, PE Division Bridge Manager STAR 9TATR PR.- RRPRRRNCR NQ TOTALEET3 3H i .� UBPP10.R.140 STATR PRn1.Nn P.A.- OPSGRIPI'wN 17BP.10.R.140 P.E. 17BP.10.R.140 ROW & UTIL 0 N z 80, 0' 80, Permit Drawing Sheet 1 of 7 GRAPHIC SCALE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLANS PREPARED FOR THE NCDOT BY: S7,� T _ STV Engineers, Inc. 1 V� 1�� 900 West trade St„ Suite 715 2(lQG� Cbanatte, NC 282D2 NC License Number F-0991 HYDRAULICS ENGINEER P.E. 2018 STANDARD SPECIFICATIONS NIKKI T. HONEYCUTT, PE RIGHT OF WAY DATE: NOVEMBER 9, 2018 SIGNATURE. - ROADWAY DESIGN ENGINEER P.E. PROJECT ENGINEER CLARK E. GROVES LETTING DATE: AUGUST 7, 2019 PROJECT DESIGNER SIGNATURE: ®g 100Wpp a a s a; BFpr®� Yp aMSQ®��@ LEGEND ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER IMPACTS IN ®DENOTES SURFACE WATER STREAM PERMIT IMPACT AREA (AC) LENGTH (FT) TEMPORARY 0.13 182 SW IMPACTS PERMANENT >0.01 28 SW IMPACTS Q LANES CREEK FARM LLC DB 977 PG 326 SPECIAL STILLING BASIN (TYP.) DECK DRAINS (TYP.) 8" X 6" 5' CENTER FROM STA. 16+53 TO STA. 15 + 68 RT ram. .. .. � .. \ C —----------F----- ----- - — —----------- -� PERMANENT IMPACTS SR 1654 (MORTON ROAD) IN SURFACE WATER =S4 -------------------------------------- 16 FT F— — — — — — — — — — F -- PERMANENT IMPACTS --�JS� —15--JS 12 TURFA ✓E WATER =S5 JS� - �S �� JS is O Q LANES CREEK FARM LLC 0 DB 977 PG 326 s TEMPORARY IMPACTS L IN U.T. =S3 E a o� 0 74 FT C E 0 N N E 40' 0' 40' Q GRAPHIC SCALE Permit Drawing J° Sheet 2 of 7 TEMPORARY IMPACTS IN SURFACE WATER =S2 FOR DEWATERING 55 FT 115" EMPORARY PI (TYP.) N I I IMPERVIOUS DIKE I (TYP.) SEE FIGURE SITE 1 SITE 1 !�15" TEMPORARY PIPE (TYP.) ITV Engl I1C21'S, Inc. ST`1�100 900 west Trade St. suite 715 e¢PCe- Charltt oe, NC 28202 NC Llrense Number F-0991 PROJECT REFERENCE NO. SHEET NO. 17BPJO.RJ40 2 PW SHEET NO. ROADWAY DESIGN HYDRAULICS 0 ENGINEER ENGINEER N Z 2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED e SPECIAL STILLING BASIN (TYP.) O LOUISE T. HOUGH DB 339 PG 127 F\ aNaFRs+FF , � I DECK DRAINS (TYP.) 8" X 6" F \\ \ TEMPORARY IMPACTS 5' CENTER FROM STA. 16+53 \\ S \ IN SURFACE WATER =S1 TO STA. 15+68 RT FOR DEMO. & CONST. 1 F A 108 FT 'y4 Fa'is \ r of I z IMPERVIOUS D.1 E w (TYP.) \\ W 4 \ \ U F to LU 2:a J O LOUISE T. HOUGH DB 339 PG 127 LEGEND DENOTES TEMPORARY IMPACTS IN SURFACE WATER DENOTES IMPACTS IN SURFACE WATER STREAM PERMIT IMPACT AREA (Al LENGTH (FT) TEMPORARY 0.13 iS SW IMPACTS PERMANENT 0.01 N 28 SW IMPACTS ----- PROJECT REFERENCE NO. SHEET NO. '�� ',1',� � _ STV Engineers, inc. _I'_ '� ;i��h STUB too 90a�iouer NC 28202 Suite gib 17BPJORJ40 3 NC License Number F-099� RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER I'111 i III \ iL1 \ \ iilii� I11III� N ItAh� I Ilk "I w� LU 1 kI 1 "III cn ( �o (\ � a 1 Z DOCUMENT NOT CONSIDERED FINAL C' i�i UNLESS ALL SIGNATURES COMPLETED kkk' 1 SITE 1 TEMPORARY IMPACTS S IN SURFACE WATER =S2` 1 I 1 FOR DEWATERING / 11 55 FT / 11 / II l Up k CT 1F' TEMPORARY SPECIAL STILLING BASIN ( (TYP.) 15" TEMPORARY PIPE TYP. SPECIAL STILLING BASIN / \ I (TYP.) LOUISE T. HOUGI+ DECK DRAINS (TYP.)8"X 6` ( x �,I E E� DB 339 PG 127 5' CENTER FROM STA. 16+53 ( <� / %L*ES /CREEK F/ RM ;LLQ / TO STA. 15+68 RT w / DB/ 977 'P /326, �265� N ; 4o E C cv . Ile I C CC i -�------ ----- _ — — -- �- C------ _ _ 1 --- --- — - ------------- \ -L- ----------- -- _ � = / SR 1654,,?MORTON ROAD) IN SURFACE WATER =S4 16 FT T t ------------ -- -------------- --- - PERMANENT IMPACTS - �-- -----®��F��� - -------- ----- - -- -- F WATER -S = --- - ��- ----- - -- IN SURFACE W - 5 -- /!�5'��=-- --- --- 12 FT ✓ --- - - s= V.1 �� - - �— - ---- „ --_- - -- - �'�s i 1 i, -------- --- E °i ---- ri —_------- 1 _ DECK DRAINS (TYP.) 8" X 6" � _ _ -���� � � ( 5' CENTER FROM STA. 16+53 TEMPORARY IMPACTS ( a �SZ-----__-- `---LE1NS IN SURFACE WATER =S1, ( TO STA. 15+68 RT FOR DEMO. & CONST. rt�-- D13 7_PG- 25��� �����, 108 FT --- - _ o--------------- IMPERVIOUS DIKE ��I',�� ------------- ------ --�� A TEMPORARY IMPACTS IN U.T. =S3 I�� �'� ����(�; P�IOUs D.1 �\ F E ---- A 74 FT Typ ° ----- ------ -- L �V " 1 F --------------- �� �. �\ � IIP� III cn a ol E E / ---��� 1 LOUISE T. HOUGH A l DB 339 PG 127 40' o' 40'`,F`�G U RE N L , If vv GRAPHIC SCALE / / ' III Permit Drawing Sheet 3 of 7 N'If 11 X LEGEND ®DENOTES TEMPORARY IMPACTS IN SURFACE WATER IMPACTS IN ®DENOTES SURFACE WATER STREAM PERMIT IMPACT AREA (AC) LENGTH (FT) TEMPORARY 0.13 182 SW IMPACTS PERMANENT >0.01 28 SW IMPACTS DECK DRAINS (TYP.) 8" X 6" 5' CENTER FROM STA. 16+53 TO STA. 15+68 PT — F--------- -- o r n N ' � w 2 � U M N w co a SPECIAL STILLING BASIN X J g O + 15" TEMPORARY I PIPE (TYP.) LANES CREEK FARM LLC DEI 977 PG 326 E E E IMPERVIOUS DIKE (TYP.) TEMPORARY IMPACTS IN SURFACE WATER =S2 �1 55 F DEWATERING PERMANENT IMPACTS IN SURFACE WATER =S4 16 FT w / PERMANENT IMPACTS IN SURFACE WATER =S5 12 FT a � s AIR E E TEMPORARY IMPACTS s IN U.T. =S3 E 74 FT SEE FIGURE y E E SITE 1 o N 20' 0' 20' O Q LANES CREEK FARM LLC GRAPHIC SCALE DB 977 PG 326 Permit Drawing J° Sheet 5 of 7 STV EIlaII1CC1'S, lnl;. PROJECT REFEREEN:C:E NCO, SHEET NO. STV� q 100 900 West Trade St. Site 715 17BPro.RJ40 1 5 ha e¢PCe- Crlotte. NC 28202 NC License Number F-0991 PW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 15" TEMPORARY PIPE (TYP.) SPECIAL STILLING BAST (TYP.) E E EE LOUISE TT.. HOUGH O 339 PG 127 , DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TEMPORARY IMPACTS IN SURFACE WATER =S1 FOR DEMO. & CONST. 108 FT IMPERVIOUS DIKE (TYP) 5' DECK DRAINS (TYP.) 8" X 6" CENTER FROM STA. 16+53 ITO STA. 15+68 RT 1 LOUISE T. HOUGH DEI 339 PG 127 SITE 1 J I� k�I PARCEL NO. 1 01 PROPERTY OWNERS NAMES AND ADDRESSES NAMES ADDRESS LANES CREEK FARM LLC 5218 MARINE CLUB DR WILMINGTON, NC 28409 LOUISE T.IHOUGIH 3051 RANDALL ROAD POLKTON, NC 28135 CD® 1L DIVISION OF HIGHWAYS ANSON COUNTY PROJECT: 17BP.10.R.140 BRIDGE #217 OVER LANES CREEK ON SR 1654 (MORTON ROAD) Permit Drawing Sheet 6 of 7 SHEET 6 OF 7 5 / 2 / 2019 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Site No. Station (From/To) Structure Size / Type Permanent Fill In Wetlands ac Temp. Fill In Wetlands ac Excavation in Wetlands ac Mechanized Clearing in Wetlands ac Hand Clearing in Wetlands ac Permanent SW impacts ac Temp. SW impacts ac Existing Channel Impacts Permanent ft Existing Channel Impacts Temp. ft Natural Stream Design ft 1 15+01.75 / 16+74.25 CORED SLAB - 1 @ 45', 1 @ 70', 1 @ 45' - 27' OTO >0.01 0.13 28 182 TOTALS: >0.01 0.13 28 182 NCDOT Division 10 Bridge Replacement Bridge No. 217 on SR 1654 over Lanes Creek — PCN for RGP 50 Attachment B Natural Resources Technical Report (NRTR) NATURAL RESOURCES TECHNICAL REPORT Replace Bridge No. 217 on SR 1654 over Lanes Creek Anson County, North Carolina TIP B-5795 Federal Aid Project No. BRZ-1654(003) WBS Element No. 45749.1.1 THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION Project Development and Environmental Analysis Unit Natural Environment Section September 2016 TABLE OF CONTENTS 1.0 INTRODUCTION...................................................................................................... 1 2.0 METHODOLOGY AND QUALIFICATIONS...................................................... 1 3.0 PHYSICAL RESOURCES....................................................................................... 1 3.1 Soils.......................................................................................................................... 2 3.2 Water Resources..................................................................................................... 2 4.0 BIOTIC RESOURCES.............................................................................................. 3 4.1 Terrestrial Communities........................................................................................ 3 4.1.1 Maintained/Disturbed........................................................................................ 3 4.1.2 Mesic Mixed Hardwood Forest......................................................................... 3 4.1.3 Piedmont/Mountain Bottomland Hardwood Forest ........................................... 3 4.1.4 Pine Plantation................................................................................................... 4 4.1.5 Terrestrial Community Impacts......................................................................... 4 4.2 Terrestrial Wildlife................................................................................................. 4 4.3 Aquatic Communities............................................................................................. 5 4.4 Invasive Species....................................................................................................... 5 5.0 JURISDICTIONAL ISSUES.................................................................................... 5 5.1 Clean Water Act Waters of the U.S...................................................................... 5 5.2 Clean Water Act Permits....................................................................................... 5 5.3 Coastal Area Management Act Areas of Environmental Concern .................... 6 5.4 Construction Moratoria......................................................................................... 6 5.5 N.C. River Basin Buffer Rules............................................................................... 6 5.6 Rivers and Harbors Act Section 10 Navigable Waters ....................................... 6 5.7 Wetland and Stream Mitigation............................................................................ 6 5.7.1 Avoidance and Minimization of Impacts........................................................ 6 5.7.2 Compensatory Mitigation of Impacts............................................................. 6 5.8 Endangered Species Act Protected Species.......................................................... 6 5.9 Bald Eagle and Golden Eagle Protection Act ...................................................... 8 5.10 Endangered Species Act Candidate Species....................................................... 9 5.11 Essential Fish Habitat.......................................................................................... 9 Appendix A Figures Figure 1. Vicinity Map Figure 2. Project Study Area Map Figure 3. Jurisdictional Features Map Figure 4. Terrestrial Communities Map Appendix B Scientific Names of Species Identified in Report Appendix C Stream Forms Appendix D Qualifications of Contributors LIST OF TABLES Table1. Soils in the study area....................................................................................... 2 Table 2. Water resources in the study area................................................................... 2 Table 3. Physical characteristics of water resources in the study area ....................... 2 Table 4. Coverage of terrestrial communities in the study area .................................. 4 Table 5. Jurisdictional characteristics of water resources in the study area ............. 5 Table 6. Federally protected species listed for Anson County ..................................... 7 Natural Resources Technical Report TIP B-5795, Anson County, N.0 1.0 INTRODUCTION The North Carolina Department of Transportation (NCDOT) proposes to replace bridge number 217 on SR 1654 (Hough Road) over Lanes Creek (TIP B-5795) in Anson County (Figure 1). The following Natural Resources Technical Report (NRTR) has been prepared to assist in the preparation of a Categorical Exclusion (CE) for the proposed project. 2.0 METHODOLOGY AND QUALIFICATIONS All work was conducted in accordance with the NCDOT Natural Environment Section standard operating procedures and July 2012 NRTR template. Field work was conducted on March 29, 2016. Preliminary jurisdictional determination request is in preparation at the time of this writing. Documentation of the jurisdictional determination will be inserted into the appendices upon finalization of the document. The principal contributors to this document were: Principal Investigator: Hal Bain, Rummel Klepper and Kahl, LLP Education: M.S. Coastal Ecology Track, UNC Wilmington, 1989 B.S. Biology, Campbell University, 1985 Experience: Senior Environmental Project Scientist, Rummel Klepper and Kahl, LLP, 2009-Present Natural Resources Team Leader, ARCADIS, 2003-2008 Biological Surveys Group Leader, NCDOT, 1995-2003 Senior Biologist, NCDOT, 1992-1995 Biology Teacher/Coach, Wake County Public Schools, 1989-1992 Responsibilities: wetland and stream identification, natural community assessments, T/E species assessment, agency determinations, NRTR document preparation, and QA/QC Investigator: Pete Stafford, PWS, Rummel Klepper and Kahl, LLP Education: B.S. Environmental Science, UNC Wilmington, 2000 Experience: Environmental Scientist, Rummel Klepper and Kahl, LLP, 2001- Present Responsibilities: Preparation of forms, wetland and stream delineations, T/E surveys, natural communities assessment, NRTR document preparation Additional personnel who contributed to portions of the field work and/or documentation for this project were David Ward and John Merritt. Appendix D lists the qualifications of these contributors. 3.0 PHYSICAL RESOURCES The study area lies in the piedmont physiographic region of North Carolina (Figure 2). Topography in the project vicinity is comprised of gently rolling hills with narrow, level September 2016 Natural Resources Technical Report TIP B-5795, Anson County, N. C. floodplains along streams. Elevations in the study area range from 238-298 feet above sea level. Land use in the project vicinity consists primarily of mixed forestland, residential, and agriculture. 3.1 Soils The Anson County Soil Survey identifies four soil types within the study area (Table 1). Table 1. Soils in the study area Soil Series Mapping Drainage Class Hydric Unit Status Badin-Goldston complex, 8 to 15 BgC Well Drained Nonhydric percent slopes Badin-Goldston complex, 15 to 25 BgD Well Drained Nonhydric percent sloes Goldston channery silt loam, 25 to GoE Well Drained Nonhydric 45 percent slopes Shellbluff loam, 0 to 2 percent slopes, occasionally flooded ShA Well Drained Nonhydric 3.2 Water Resources Water resources in the study area are part of the Yadkin River basin [U.S. Geological Survey (USGS) Hydrologic Unit 03040105)]. Two streams were identified in the study area (Table 2). The location of water resources is shown in Figure 3. Physical characteristics of these streams are summarized in Table 3. Table 2. Water resources in the study area Stream Name Map ID NCDWR Index Best Usage Number Classification Lanes Creek Lanes Creek 13-17-40- 12 C UT to Lanes Creek SA 13-17-40- 12 C Table 3. Physical characteristics of water resources in the study area Bank Bankful Water Channel Map ID Height Width Velocity Clarity (ft ft Depth (in) Substrate Silt, Sand, Lanes Creek 8 80 to 95 6 to 60 Gravel, Slow Turbid Cobble Stream SA .75 to 2 3 to 7 0 to 6 1 Silt, Sand Slow Clear 2 September 2016 Natural Resources Technical Report TIP B-5795, Anson County, N.C. No waters classified as High Quality Waters (HQW), Water Supplies (WS-I: undeveloped watersheds or WS-II: predominately undeveloped watersheds), or Outstanding Resource Waters (ORW) occur within one mile of the study area. No waters in the study area are designated as a North Carolina Natural or Scenic River, or as a National Wild and Scenic River. There are no designated Primary Nursery Areas (PNA) present in the study area. The North Carolina 2014 Final 303(d) list of impaired waters identifies Lanes Creek, within the study area and 1.0 mile downstream of the study area, as being impaired due to a "Fair" rating from benthic monitoring. No benthic or fish community samples have been taken within 1.0 mile downstream of the study area. No benthic or fish community sampling sites or ratings are listed by NCDWR within Lanes Creek, its headwaters, or within 1.0 mile downstream of the study area. 4.0 BIOTIC RESOURCES 4.1 Terrestrial Communities Four terrestrial communities were identified in the study area; maintained/disturbed, mesic mixed hardwood forest, piedmont/mountain bottomland hardwood forest, and pine plantation. Figure 3 shows the location and extent of these terrestrial communities in the study area. A brief description of each community type follows. Scientific names of all species identified are included in Appendix B. 4.1.1 Maintained/Disturbed Maintained/disturbed habitat is present throughout the study area in places such as roadside shoulders and agricultural fields. The vegetation in this community is comprised of row crops, low growing grasses and herbs, including: fescue, crabgrass, clover, annual bluegrass, Japanese stiltgrass and violet. 4.1.2 Mesic Mixed Hardwood Forest The mesic mixed hardwood forest community is located along the slope uphill of the Lanes Creek floodplain. Dominant canopy species within this community consist of: white oak, black oak, red maple, sweetgum, yellow poplar, and loblolly pine. Constituents from the canopy, along with eastern red cedar and black cherry are dominant in the understory and shrub layers. Roundleaf greenbrier, blackberry, and poison ivy are present in the herb/vine layer. 4.1.3 Piedmont/Mountain Bottomland Hardwood Forest The piedmont/mountain bottomland hardwood forest community occurs along the floodplain of Lanes Creek where infrequent overbank flooding occurs. Green ash, black willow, black walnut, boxelder, hackberry, sweetgum, and willow oak dominate the canopy while American hornbeam, Chinese privet, and constituents from the canopy species are found in the understory. Multiflora rose, pawpaw, and Chinese privet are September 2016 Natural Resources Technical Report TIP B-5795, Anson County, N.C. present in the shrub layer. The vine/herb layer is comprised of poison ivy, roundleaf greenbrier, Japanese honeysuckle, violet, trout lily, wingstem, Asiatic dayflower, and Christmas fern. 4.1.4 Pine Plantation This community consists of planted pine species that are managed for timber production. Loblolly pine is the dominant canopy species. The understory consisted of sweetgum, red maple, and Chinese privet. The shrub layer contained constiuents from the understory along with eastern red cedar and black cherry. The vine/herb layer is comprised of Japanese honeysuckle, poison ivy, and wingstem. 4.1.5 Terrestrial Community Impacts Terrestrial communities in the study area may be impacted by project construction as a result of grading and paving of portions of the study area. At this time, decisions regarding the final location and design of the proposed bridge replacement have not been made. Therefore, community data are presented in the context of total coverage of each type within the study area (Table 4). Once a final alignment and preliminary design have been determined, probable impacts to each community type will be calculated. Table 4. Coverage of terrestrial communities in the study area Community _& Coverage (ae.) Maintained/Disturbed 6.69 Mesic Mixed Hardwood Forest 0.17 Piedmont/Mountain Bottomland Hardwood Forest 2.13 Pine Plantation 4.31 Total 13.3 4.2 Terrestrial Wildlife Terrestrial communities in the study area are comprised of both natural and disturbed habitats that may support a diversity of wildlife species (those species actually observed are indicated with *). Mammal species that commonly exploit forested habitats and stream corridors found within the study area include species such as gray squirrel*, raccoon*, Virginia opossum, and white-tailed deer*. Birds that commonly use forest and forest edge habitats include the red -shouldered hawk, American crow*, blue jay, Carolina wren*, Carolina chickadee*, tufted titmouse*, yellow-rumped warbler* and northern cardinal*. Birds that may use the open habitat or water bodies within the study area include American kestrel, red-tailed hawk*, belted kingfisher*, eastern bluebird*, eastern meadowlark, and turkey vulture*. Reptile and amphibian species that may use the project study area include the black rat snake, eastern box turtle, and American toad. 4 September 2016 Natural Resources Technical Report TIP B-5795, Anson County, N.C. 4.3 Aquatic Communities Two aquatic communities are present in the project study area. Lanes Creek is capable of supporting such fish species as largemouth bass, pumpkinseed, green sunfish, bluegill, redbreast sunfish, American pickerel, golden shiner, and white sucker. Reptile and amphibian species expected to occur in these communities include the northern water snake, brown water snake, common snapping turtle, common musk turtle, river cooter, bull frog and the green frog. Various benthic macroinvertebrates and crayfish would also be expected. 4.4 Invasive Species Four species from the NCDOT Invasive Exotic Plant List for North Carolina were found to occur in the study area. The species identified were Asiatic dayflower (Threat), Japanese honeysuckle (Moderate Threat), Chinese privet (Threat) and multiflora rose (Threat). NCDOT will manage invasive plant species as appropriate. 5.0 JURISDICTIONAL ISSUES 5.1 Clean Water Act Waters of the U.S. Two streams were identified in the project study area (Table 5). The location of this stream is shown on Figure 3. USACE and NCDWR stream delineation forms are included in Appendix C. The physical characteristics and water quality designations of Lanes Creek are detailed in Section 3.2. All tributaries in the project study area, have been designated as a warm water stream for the purposes of stream mitigation. Table 5. Jurisdictional characteristics of water resources in the study area Length I Compensatory River Basin Map ID ft. Classification Mitigation Required Buffer Lanes Creek 153 Perennial Yes Not Subject SA 521 Intermittent Yes Not Subject No wetlands were identified within the study area. 5.2 Clean Water Act Permits The proposed project has been designated as a Categorical Exclusion (CE) for the purposes of National Environmental Policy Act (NEPA) documentation. As a result, a Nationwide Permit (NWP) 23 will likely be applicable. A NWT No. 33 may also apply for temporary construction activities such as stream dewatering, work bridges, or temporary causeways that are often used during bridge construction or rehabilitation. The USACE holds the final discretion as to what permit will be required to authorize project construction. If a Section 404 permit is required, then a Section 401 Water Quality Certification (WQC) from the NCDWR will be needed. September 2016 Natural Resources Technical Report TIPB-5795, Anson County, N.C. 5.3 Coastal Area Management Act Areas of Environmental Concern Anson County is not one of the twenty counties under the jurisdiction of the Coastal Area Management Act (CAMA). A CAMA permit from the North Carolina Division of Coastal Management (NCDCM) will not be required. 5.4 Construction Moratoria Lanes Creek is not considered an NCWRC trout water or anadromous fish habitat. No moratoria will be required for this project. 5.5 N.C. River Basin Buffer Rules No streams within the study area are subject to any North Carolina river basin buffer rules. 5.6 Rivers and Harbors Act Section 10 Navigable Waters There are no Navigable Waters under Section 10 of the Rivers and Harbors Act located in the project study area. 5.7 Wetland and Stream Mitigation 5.7.1 Avoidance and Minimization of Impacts The NCDOT has attempted to avoid and minimize impacts to streams and wetlands to the greatest extent practicable in choosing and designing the preferred alternative. No impacts to study area streams or wetlands are anticipated at this time. 5.7.2 Compensatory Mitigation of Impacts If impacts are determined as the project progresses. NCDOT will investigate potential on - site stream and wetland mitigation opportunities. If unsuitable on -site mitigation is not feasible, mitigation will be provided by North Carolina Department of Environment and Natural Division of Mitigation Services (DMS). 5.8 Endangered Species Act Protected Species As of July 14, 2015 the United States Fish and Wildlife (USFWS) lists three federally protected species for Anson County (Table 6). A brief description of each species' habitat requirements follows, along with the Biological Conclusion rendered based on survey results in the study area. Habitat requirements for each species are based on the current best available information from referenced literature and/or USFWS. 6 September 2016 Natural Resources Technical Report TIPB-5795, Anson County, N.C. Table 6. Federally protected species listed for Anson County. Scientific Name Common Name Federal Status* Habitat Present Biological Conclusion Lasmi ona decorata Carolina heelsplitter E Undetermined Unresolved Helianthis schweinitzii Schweinitz's sunflower E Yes No Effect Picoides borealis Red -cockaded woodpecked E No No Effect *E - Endangered Carolina heelsplitter USFWS optimal survey window: year round Habitat Description: The Carolina heelsplitter was historically known from several locations within the Catawba and Pee Dee River systems in North Carolina and the Pee Dee and Savannah River systems, and possibly the Saluda River system, in South Carolina. In North Carolina, the species is now known only from a handful of streams in the Rocky and Catawba River systems. The species exists in very low abundances, usually within 6 feet of shorelines, throughout its known range. The general habitat requirements for the Carolina heelsplitter are shaded areas in large rivers to small streams, often burrowed into clay banks between the root systems of trees, or in runs along steep banks with moderate current. The more recent habitat where the Carolina heelsplitter has been found is in sections of streams containing bedrock with perpendicular crevices filled with sand and gravel, and with wide riparian buffers. Biological Conclusion: Unresolved. NCDOT BSG will provide this information. Schweinitz's sunflower USFWS Optimal Survey Window: late August -October Habitat Description: Schweinitz's sunflower, endemic to the Piedmont of North and South Carolina. The few sites where this rhizomatous perennial herb occurs in relatively natural vegetation are found in Xeric Hardpan Forests. The species is also found along roadside rights -of -way, maintained power lines and other utility rights -of -way, edges of thickets and old pastures, clearings and edges of upland oak -pine -hickory woods and Piedmont longleaf pine forests, and other sunny or semi -sunny habitats where disturbances (e.g., mowing, clearing, grazing, blow downs, storms, frequent fire) help create open or partially open areas for sunlight. It is intolerant of full shade and excessive competition from other vegetation. Schweinitz's sunflower occurs in a variety of soil series, including Badin, Cecil, Cid, Enon, Gaston, Georgeville, Iredell, Mecklenburg, Misenheimer, Secrest, Tatum, Uwharrie, and Zion, among others. It is generally found growing on shallow sandy soils with high gravel content; shallow, poor, clayey hardpans; or shallow rocky soils, especially those derived from mafic rocks. 7 September 2016 Natural Resources Technical Report TIP B-5795, Anson County, N.C. Biological Conclusion: No Effect A review of NCNHP records, updated July 2016, indicates no occurrence within 1.0 mile of the study area. Habitat for Schweinitz's sunflower is not present in the project study area. Vegetated habitat along roadside shoulders and utility easements in the project study area is managed by intense mowing and herbicide application or is densely overgrown. No sunflower species were observed during field studies. Therefore, it can be concluded that this project will not impact this species. Red -cockaded woodpecker USFWS Recommended Survey Window: year round; November -early March (optimal) Habitat Description: The red -cockaded woodpecker (RCW) typically occupies open, mature stands of southern pines, particularly longleaf pine, for foraging and nesting/roosting habitat. The RCW excavates cavities for nesting and roosting in living pine trees, aged 60 years or older, which are contiguous with pine stands at least 30 years of age to provided foraging habitat. The foraging range of the RCW is normally no more than 0.5 miles. Biological Conclusion: No Effect Habitat for RCW is not present in the study area. Vegetated habitat along roadside shoulders and utility easements in the project study area is managed by intense mowing, herbicide application or is heavily overgrown. A review of NCNHP records, updated July 2016, indicates no known occurrences within 1.0 mile of the study area. Pine trees within the study area 15 to 25 years in age and do not meet age requirements for nesting or foraging. No RCW were observed during field studies. Therefore, it can be concluded that this project will not impact this species. 5.9 Bald Eagle and Golden Eagle Protection Act Habitat for the bald eagle primarily consists of mature forest in proximity to large bodies of open water for foraging. Large dominant trees are utilized for nesting sites, typically within 1.0 mile of open water. A desktop-GIS assessment of the project study area, as well as the area within a 1.13 mile radius (1.0 mile plus 660 feet) of the project limits, was performed on March 7, 2016 using 2015 color aerials. No water bodies large enough or sufficiently open to be considered potential feeding sources were identified. Since there was no foraging habitat within the review area, a survey of the project study area and the area within 660 feet of the project limits was not conducted. Additionally, a review of the NCNHP database on March 7, 2016 revealed no known occurrences of this species within 1.0 mile of the project study area. Due to the lack of habitat, known occurrences, and minimal impact September 2016 Natural Resources Technical Report TIPB-5795, Anson County, N.C. anticipated for this project, it has been determined that this project will not affect this species. 5.10 Endangered Species Act Candidate Species As of July 14, 2015, the USFWS lists no Candidate species for Anson County. 5.11 Essential Fish Habitat There are no Essential Fish Habitat areas identified by the National Oceanic and Atmospheric Administration (NOAA) Fisheries in the study area. 9 September 2016 Natural Resources Technical Report TIP B-5795, Anson County, N.C. 6.0 REFERENCES Burt, W.H. and R.P. Grossenheider. 1976. A Field Guide to the Mammals: North America North of Mexico. 3rd ed. Boston: Houghton Mifflin. 255 pp. Conant, R. and J.T. Collins. 1991. A Field Guide to Reptiles and Amphibians (Eastern and Central North America). 3rd ed. Boston: Houghton Mifflin. 450 pp. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87-1, U. S. Army Engineer Waterways Experiment Station. Vicksburg, Mississippi. Harrar, E.S. and J.G. Harrar. 1962. Guide to Southern Trees. New York: Dover Publications. 2„ d ed. 709 pp. Martof, B.S., W.M. Palmer, J.R. Bailey, and J.R. Harrison I11. 1980. Amphibians and Reptiles of the Carolinas and Virginia. Chapel Hill: The University of North Carolina Press. 264 pp. National Geographic. 1999. Field Guide to the Birds of North America. 3`d ed. Washington, D.C. National Geographic Society. N.C. Department of Environment and Natural Resources, Division of Water Quality. 1995. Guidance for Rating the Values of Wetlands in North Carolina. Fourth version. N.C. Department of Environment and Natural Resources, Division of Water Quality. 2008. Basinwide Water Quality Plan, Yadkin/Pee-Dee River Basin. Raleigh, North Carolina. https://deg.nc.gov/about/divisions/water- rpsources/planninglbasin-planning water-resource-plans/yadkin-pee-dee N.C. Department of Environment and Natural Resources, Division of Water Resources. 2014.2014 Category 5 Water Quality Assessments — 303(d) List. Available at http://portal.ncdenr.org/c/document_ library/get_file?uuid=28b97405-55da-4b21- aac3-f580ee810593&groupld=38364 N.C. Department of Transportation. 2012 Invasive Exotic Plants of North Carolina. North Carolina Wetland Functional Assessment Team. 2016. N.C. Wetland Assessment Method (NCWAM) User Manual, Version 5. 49 pp., Appendices. Newcomb, L. 1977. Newcomb's Wildflower Guide. Boston: Little, Brown and Company. 490 pp. Peterson, R.T., editor. 1980. A Field Guide to the Birds of Eastern and Central North America. 4th ed. Boston: Houghton Mifflin. 384 pp. 10 September 2016 Natural Resources Technical Report TIPB-5795, Anson County, N.C. Radford, A.E., H.E. Ahles, and C.R. Bell. 1968. Manual of the Vascular Flora of the Carolinas. Chapel Hill: University of North Carolina Press. 1183 pp. Rhode, F.C., R.G. Arndt, D.G. Lindquist, and J.F. Parnell. 1994. Freshwater Fishes of the Carolinas, Virginia, Maryland, and Delaware. Chapel Hill: University of North Carolina Press. 222 pp. Schafale, M.P. and A.S. Weakley. 1990. Classification of the Natural Communities of North Carolina: Third Approximation. North Carolina Natural Heritage Program, Division of Parks and Recreation, NCDEHNR. Raleigh, North Carolina. 325 pp. United States Department of Agriculture, Natural Resources Conservation Service. Web Soil Survey of Anson County, North Carolina. United States Department of Agriculture, Natural Resources Conservation Service. 1998. Hydrologic Units -North Carolina (metadata). Raleigh, North Carolina. United States Fish and Wildlife Service, Region 4: Southeast Region, North Carolina Ecological Services. 2014. Threatened and Endangered Species in North Carolina: Anson County. Updated March 25, 2015. ht!p://www.fivs.p-ov/ralei-gh/species/cgiylist/Anson.html United States Fish and Wildlife Service. 1994. Schweinitz's Sunflower Recovery Plan. Atlanta, GA. 28 pp. United States Fish and Wildlife Service. Schweinitz's Sunflower (Helianthus schweinitzii). httl2://v.rww.f%vs.gov/nc-es/plant/schwsun.html. United States Fish and Wildlife Service. 2006. Optimal Survey Windows for North Carolina's Federally Threatened and Endangered Plant Species. http://www.fws.gov/nc6s/es/plant survey.html. United States Army Corps of Engineers. 2012. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern Mountains and Piedmont Region (Version 2.0). ERDC/EL TR-12-9. Vicksburg, MS: U.S. Army Engineer Research and Development Center. http://www.usace.army.mil/Portals/2/does/civilworks/regulatory/rep- supplEMP_ Piedmont_v2h.pdf Webster, W.D., J.F. Parnell, and W.C. Biggs. 1985. Mammals of the Carolinas, Virginia, and Maryland. Chapel Hill, University of North Carolina Press. 255 pp. 11 September 2016 Appendix A Figures 0 0 n R i to � Ln rn V� r f(H°1/gh Rd) '00A ' r • d f j � �'�� NC OneM'a ANC \ ter for Geographic Information and Anal sis. NC Dept. of m NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS R PROJECT DEVELOPMENT & ENVIRONMENTAL ANALYSIS UNIT B-5795 BRIDGE NO. 217 ON SR 1654 OVER LANES CREEK ANSON COUNTY VICINITY MAP FIGURE 1 }' Ai If C' . ♦ r i.�1 tiI rI Q,l ! •'• a, NORTH CAROLINA DEPARTMENT OF �♦-r 4] f Q V' % TRANSPORTATION 1 C7 l `7 DIVISION OF HIGHWAYS `O 741 PROJECT DEVELOPMENT & 44 ♦ a` ENVIRONMENTAL ANALYSIS UNIT B-5795 BRIDGE NO. 217 ON SR 1654 +� Legend OVER LANES CREEK + J f ANSON COUNTY •� Q Study Area o USCS STUDY MAP JSGS 7.5 MINUTE QUADRANGLE, POLKTON,NC FIGURE 2 n4 • , N �:,� • RCS NORTH CAROLINA DEPARTMENT OF !. TRANSPORTATION DIVISION OF HIGHWAYS PRO JECTDEVELOPMENT& ENVIRONMENTAL ANALYSIS UNIT B-5795 ` • ° BRIDGE NO. 217 ON SR 1654 t - OVER LANES CREEK ANSON COUNTY JURISDICTIONAL FEATURES FIGURE 4 Appendix B Scientific Names of Species Identified in Report Plants Common Name Scientific Name American hornbeam Carpinus caroliniana Asiatic dayflower Commelina communis Blackberry Rubus sp. Black cherry Prunus serotina Black Oak Quercus velutina Black walnut Juglans nigra Black willow Salix nigra Boxelder Acer negundo Chinese privet Ligustrum sinense Christmas fern Polystichum acrostichoides Clover Trifolium sp. Common rush Juncus effusus Crabgrass Digitaria sp. Eastern red cedar Junipercus virginiana Fescue Festuca sp. Green ash Fraxinus pennsylvanica Hackberry Celtis occidentalis Japanese honeysuckle Lonicera japonica Japanese stiltgrass Microstegium vimineum Loblolly pine Pinus taeda Meadow grass Poa annua Multiflora rose Rosa multiflora Pawpaw Asimina triloba Poison ivy Toxicodendron radicans Red maple Acer rubrum River birch Betula nigra Roundleaf greenbrier Smilax rotundifolia Sweetgum Liquidambar styraciflua Trout lily Erythronium americanum Violet Viola sp. Willow oak Quercus phellos Wingstem Verbesina alternifolia White oak Quercus alba Yellow poplar Liriodendron tulipifera Animals Common Name Scientific Name American crow Corvus brachyrhynchos American kestrel Falco sparverius American pickerel Esox americanus American toad Bufo americanus Belted kingfisher Ceryle alcyon Black rat snake Elaphe obsoleta obsoleta Bluegill Lepomis macrochirus Blue jay Cyanocitta cristata Brown water snake Nerodia taxispilota Bullfrog Lithobates catesbeianus Carolina chickadee Poecile carolinensis Carolina wren Thryothorus ludovicianus Common musk turtle Sternotherus odoratus Common snapping turtle Chelydra serpentina Crayfish Cambarus spp. Eastern bluebird Sialia sialis Eastern box turtle Terrapene carolina Eastern meadowlark Sturnella magna Gray squirrel Sciurus carolinensis Golden shiner Notemigonus crysoleucas Green frog Lithobates clamitans Green sunfish Lepomis cyanellus Largemouth bass Micropterus salmoides Northern cardinal Cardinalis cardinalis Northern water snake Nerodia sipedon sipedon Pumpkinseed Lepomis gibbosus Raccoon Procyon lotor Redbreast sunfish Lepomis auritus Red -shouldered hawk Buteo lineatus Red-tailed hawk Buteo jamaicensis River tooter Pseudemys concinna Tufted titmouse Baeolophus bicolor Turkey vulture Cathartes aura Virginia opossum Didelphis virginiana White-tailed deer Odocoileus virginianus White sucker Catostomus commersonii Yellow-rumped warbler Dendroica coronata Appendix C Stream Forms USACE AID# DWQ# Site # ...... (indicate on attached map) M STREAM QUALITY ASSESSMENT WORKSHEET --A-QO Provide the following information for the stream reach under assessment: 1. Applicant's name: NCDOT 2. Evaluator's name: P. Stafford, H. Bain 3. Date of evaluation: 03/29/16 4. Time of evaluation: afternoon 5. Name of stream: SA - UT to Lanes Creek 6. River basin: Yadkin 7. Approximate drainage area: 100 acres 8. Stream order: 1 st 9. Length of reach evaluated: 521 ft 10. County: Anson 11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any): N/A Latitude (ex. 3a.872312): 35.107425 Longitude (ex.-77.556610'; -80.183573 Method location determined (circle): �✓ GPS ❑ Topo Sheet []Ortho (Aerial) Photo/GIS Other GIS []other 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location): See attached Figure 14. Proposed channel work (if any): No proposed channel work at this time. 15. Recent weather conditions: Rain on 03/27/16 16. Site conditions at time of visit: 72 degrees, Sunny, light breeze 17. Identify any special waterway classifications known: ❑section 10 ❑Tidal Waters ❑Cssential Fisheries Habitat ❑i'rout Waters ❑Outstanding Resource Waters ❑Nutrient Sensitive Waters ❑Water Supply Watershed ❑(I -iv) 18. Is there a pond or lake located upstream of the evaluation point?❑YES NC❑✓ If yes, estimate the water surface area: 19. Does channel appear on USGS quad map?YES NO ✓❑ 20. Does channel appear on USDA Soil Survey?❑YES NO[] 21. Estimated watershed land use: _,% Residential -% Commercial _% Industrial 15 % Agricultural 85 % Forested _% Cleared / Logged _% Other ( 22. Bankfull width: 3-7 ft 23. Bank height (from bed to top of bank) :.75-2 ft 24. Channel slope down center of stream: ❑Flat (0 to 2%) ✓❑Gentle (2 to 4%) ❑Moderate (4 to 10%) ❑teep (>10%) 25. Channel sinuosity: ❑Straight [--]Occasional bends 1hrequent meander ❑Very sinuous ❑Braided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based or location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign point,, to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate eacl reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 46 Comments: Stream SA is an intermittent stream channel. -��� Date 3/29/2016 Revised 9/22/201E Evaluator's Signature Hal Bain ,�i� This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of strearr. quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply 2 particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919-876-8441 x 26. Stree STREAM QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE # CHARACTERISTICS SCORE Coastal Piedmont Mountain 1 Presence of flow / persistent pools in stream 0-5 0-4 0-5 1 no flow or saturation = 0• strong flow = maxpoints) I 2 Evidence of past human alteration 0-5 0-5 2 extensive alteration = 0: no alteration = maxpoints)0-6 3 Riparian zone 0-6 0-4 0-5 3 no buffer = 0: contiguous, wide buffer = maxpoints) 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 2 extensive discharges = 0: no dischar es = maxpoints) „a 5 Groundwater discharge 0-3 0-4 0-4 2 d no discharge = 0. springs, seeps, wetlands etc. = maxpoints) 6 Presence of adjacent floodplain 0-4 0-4 0-2 2 no floodplain = 0; extensive floodplain = maxpoints) Entrenchment / floodplain access 0— 5 0— 4 0— 2 3 9 (deeply entrenched = 0; frequent flooding = max points) 8 Presence of adjacent wetlands 0-6 0-4 0-2 0 (no wetlands = 0; large adjacent wetlands = maxpoints) 9 Channel sinuosity 0-5 0-4 0-3 2 extensive channelization = 0• natural meander = maxpoints) 10 Sediment input 0-5 0-4 0-4 3 extensive de osition= 0: little or no sediment = max oints 11 Size & diversity, of channel bed substrate NA* 0-4 0-5 3 (fine, homogenous = 0: large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 3 >0 (deeply incised = 0; stable bed & banks = maxpoints) 13 Presence of major bank failures (severe erosion = 0. no erosion, stable banks = maxpoints) 0-5 0-5 0-5 3 14 Root depth and density on banks 0-3 0-4 0-5 3 (no visible roots = 0; dense roots throughout = maxpoints) i 5 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 3 substantial impact =0: no evidence = max points) 16 Presence of riffle-pool/ripple-pool complexes 0-3 0-5 0-6 2 (no riffles/ripples or pools = 0: wetl-developed = maxpoints) dHabitat 17 complexity 0-6 0-6 0-6 2 (little or no habitat = 0: fre uent. varied habitats = max points) 18 Canopy coverage over streambed 0-5 0-5 0-5 3 x no shading vegetation = 0: continuous cano v = maxpoints) 19 Substrate embeddedness NA* 0-4 0-4 3 (deeply embedded = 0; loose structure = max 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 0 (no evidence = 0: common numerous types = maxpoints) Presence (j 21 of amphibians 0-4 0-4 0-4 0 O (no evidence = 0• common, numerous types = maxpoints) O 22 Presence of fish 0-4 0-4 0-4 0 no evidence = 0• corm -non, numerous types = maxpoints) 23 Evidence of wildlife use 0-6 0-5 0-5 1 no evidence = 0: abundant evidence = max pointsl Total Points Possible 100 100 100 TOTAL SCORE (also enter on first page) 46 * These characteristics are not assessed in coastal streams. Stream SA NC DWQ Stream Identification Form Version 4.11 Date: 03/29/16 Revised 9/22/2016 Project/Site: B-5795 Evaluator: Pete Stafford, Hal Bain County: Anson Total Points: Stream Determin aan (circle one) Stream is at least intermittent .25 Ephemeral nterrlliften Perennial if > 19 or perennial if z 30* A- Genmarnhninav (Subtotal = 12-5 1 Absent I Weak f_atitude: 35.107425 Longitude:-80.183573 Other Polkton e.g. Quad Name: Moderate Strong 18, Continuity of channel bed and bank 0 1 2 3 2. Sinuosity of channel along thalweg 0 1 J 2 3 3. In -channel structure: ex. riffle -pool, step -pool, ripple -pool sequence 0❑ 1 ❑ 2 ❑✓ 3 ❑ 4. Particle size of stream substrate 0 1 LJ 2 ✓ 3 5,Active/relictfloodplain 0❑ 1 2 El 3 6. Depositional bars or benches 0 ❑_ 1 ✓ 20 3 7. Recent alluvial deposits 0 El 1 El 2 3 8. Headcuts 0 F1 1 El 2 3 9. Grade control 00 0.5 J 1 LJ 1.5 10. Natural valley 0 0.5 M 1 F1 1.5 11. Second or greater order channel No = 0 IZI Yes = 3 artificial ditches are not rated; see discussions in manual B- Hvdroloav (Subtotal = 4 1 12. Presence of Baseflow 0 ❑ 1 0 2 ❑ 3 ❑ 13. Iron oxidizing bacteria 001 1 ✓ 2-D 3 14. Leaf litter 1.5 1 17771 0.5 0 15. Sediment on plants or debris 0 0.5 ✓ 171 1.5 16. Organic debris lines or piles 0 0.5 ✓ 1 ❑ 1.5 17. Soil -based evidence of high water table? No = 0EZ1 Yes = 3 C_ Binlnnv fSrlhtntal = 4.75 1 18. Fibrous roots in streambed 3 2 J 1 171 0 19. Rooted upland plants in streambed 3 2 ✓ 1 0 20. Macrobenthos (note diversity and abundance) 0 ❑✓ 1El 2 D 3 EJ 21. Aquatic Mollusks 0 J 1 El 2 3 22. Fish 0 ✓ 0.5 1 1,5 23. Crayfish 0 0.5 ✓ 1 1.5 24. Amphibians OM 0.5 1 1.5 25. Algae 0171 0.5 M 1171 1.5 26. Wetland plants in streambed ACW = 0.75; E3L = 1.5 Other = 0 *perennial streams may also be identified using other methods. See p. 35 of manual. Notes: Stream SA. an intermittent stream channel. Sketch: See figures for sketch. Appendix D Qualifications of Contributors Investigator: David Ward, Rummel Klepper and Kahl, LLP Education: B.S. Geography, Bloomsburg University, 1999 Experience: GIS specialist, Rummel Klepper and Kahl, LLP 2002 - Present Responsibilities: GIS surveys and mapping Investigator: John Merritt, Rummel Klepper and Kahl, LLP Education: B.S. Biology and Environmental Science, Trine University, 1999 Experience: Senior Environmental Scientist, Rummel Klepper and Kahl, LLP, June 2016-Present Environmental Biologist, NCDOT, March 2006-May 2016 Biology and Environmental Science teacher, Randolph County High Schools, August 2002-March 2006 Staff Scientist, Professional Service Industries (PSI), July 2000 — July 2002 Responsibilities: Preparation of forms, wetland and stream delineations, T/E surveys, natural communities assessment, NRTR document preparation NCDOT Division 10 Bridge Replacement Bridge No. 217 on SR 1654 over Lanes Creek — PCN for RGP 50 Attachment C Photo Pages NCDOT Division 10 Bridge Replacement May 2, 2019 Bridge 217 on SR 1654 over Lanes Creek — PCN for RGP #50 Photograph 1 — View of the SR 1654 (Morton Road) bridge over Lanes Creek looking to the west. Photograph 2 — View of Lanes Creek from the SR 1654 (Morton Road) bridge, looking upstream to the south. NCDOT Division 10 Bridge Replacement Bridge 217 on SR 1654 over Lanes Creek — PCN for RGP #50 Photograph 3 — iL View of Lanes Creek from the SR 1654 (Morton Road) bridge, looking downstream to the north. May 2, 2019 Photograph 4 — View of Lanes Creek flowing under the SR 1654 (Morton Road) bridge looking to the southeast. NCDOT Division 10 Bridge Replacement Bridge No. 217 on SR 1654 over Lanes Creek — PCN for RGP 50 Attachment D Minimum Criteria Determination Checklist DocuSign Envelope ID: 4E868BB3-EOF5-4D93-9BD1-17DA8D92DO5C MINIMUM CRITERIA DETERMINATION CHECKLIST WBS No.: 17.13P.l0.R.140 Project Location: Bridge No. 217 carrying SR 1654 (Morton Road) over Lanes Creek in Anson County Project Description: The North Carolina Department of Transportation (NCDOT), Division 10, plans to replace Bridge No. 217 carrying SR 1654 (Morton Road) over Lanes Creek in Anson County, North Carolina. The existing bridge has one 16-foot lane and is an approximately 135 feet long timber deck steel girder bridge. The existing right- of-way of SR 1654 (Morton Road) is approximately 60 feet in width and is a single lane structure constructed in 1957 with no existing sidewalk or bicycle facilities. The proposed project is state funded. The project limits extent approximately 840 feet and proposes replacing the existing one lane bridge with a two-lane bridge in place. The replacement structure would be approximately 172 feet long and would be widened to a 27-foot wide structure with two 10-foot travel lanes; the proposed horizontal and vertical alignment would match the existing horizontal and vertical alignment as the existing structure. The proposed right-of-way width would be approximately 100 feet at its widest point. Residential and business relocations are not anticipated. The project is scheduled for right-of-way in May 2019 and has a LET date of August 2019. Lanes Creek and the unnamed tributary (U.T.) to Lanes Creek have been designated as Class C waters from their sources to the confluence with the Yadkin River. There are no designated High -Quality Waters (HQW) or water supply watersheds (WS-I or WS-II) within or within 1.0 mile downstream of the study area. Lanes Creek or the U.T. to Lanes Creek are not designated as a North Carolina National or Scenic River or National Wild and Scenic River. The North Carolina 2014 Final 303(d) list of impaired waters identifies Lanes Creek, within the study area and 1.0 mile downstream of the study area as being impaired due to a "Fair" rating from benthic monitoring. This project involves construction activities on or adjacent to FEMA-regulated stream, Lane's Creek, which is classified as an AE floodplain and is at high risk of flooding under the National Flood Insurance Program. Due to this, the Hydraulics Unit will coordinate with the NC Floodplain Mapping Program (FMP), to determine status of project regarding applicability of NCDOT'S Memorandum of Agreement, or approval of a Conditional Letter of Map Revision (CLOMR) and subsequent final Letter of Map Revision (LOMR). Bridge No. 217 carries 80 vehicles per day with 160 vehicles per day projected for 2040. SR 1654 (Morton Road) is classified as a rural local facility with a 35-mile per hour design speed. An approximately 5-mile off -site detour would be required for the full duration of construction. The detour route will take travelers on SR 1654 (Hough Road), Lee Road, SR 1612 (Rocky River Church Road) and SR 1610 (Cedar Grove Road). 06/11/19 1 of 8 DocuSign Envelope ID: 4E868BB3-EOF5-4D93-9BD1-17DA8D92DO5C Purpose and Need: NCDOT Bridge Management Unit records indicate Bridge No. 217 has a sufficiency rating of 40.11 out of a possible 100. The bridge's status is identified as Structurally Deficient in the Structure Safety Report published by the Federal Highway Administration (FHWA) on 01/02/201S. The purpose of the project is to replace the deficient bridge. Anticipated Permit or Consultation Requirements: A Nationwide Permit (NWP) No. 3 from the U.S. Army Corps of Engineers (USACE) is anticipated. It is estimated that there will be 29.5 LF of permanent stream impacts, and 86.83 LF of temporary stream impacts. Stream relocations and/or channel modifications are not anticipated. The USACE holds the final discretion as to what permit will be required to authorize project construction. If a Section 404 NWP No. 14 is required, then a Section 401 Water Quality General Certification No. 413.5 from the North Carolina Division of Water Resources (NCDWR) would also be required. In the event that project impacts to waters of the U.S. exceed 300 linear feet, or 1/2 acre in area, then a Section 404 Regional General Permit No. 198200031 may be required which will allow for 500 linear feet of stream impacts and up to 1 acre of impacts to waters of the U.S. If the project impacts can't be reduced below the permitting thresholds, then a Section 404 Individual Permit may be required. If mitigation is required, then it is anticipated that the Department of Mitigation Services (DMS) will be used. Anson County is not one of the twenty counties under the jurisdiction of the Costal Area Management Act (CAMA). A CAMA permit from the North Carolina Division of Costal Management (NCDCM) will not be required. Cultural Resources: NCDOT Cultural Resource staff reviewed the project for Historic Architectural and Archeological Resources. A No Survey Required Form for Historic Architecture and Landscapes was provided through ETRACS by a NCDOT Architectural Historian on 2/16/2016. Additionally, a No Archaeological Survey Required Form was provided by NCDOT Archaeologist on 2/14/2017. Special Proiect Information: Environmental Commitments: Greensheet Commitments are located at the end of the checklist. Estimated Costs (FY 2018): Utility: $ 0 R/W: $ 14,000 Const: $ 1,520,000 Total: $ 1,534,000 Traffic Information: Current (2015) 80 vpd Year (2040) 160 vpd TTST 15.0% Duals N/A 06/11/19 2 of 8 DocuSign Envelope ID: 4E868BB3-EOF5-4D93-9BD1-17DA8D92DO5C Design Exceptions: There are no anticipated design exceptions for this project. Pedestrian and Bicycle Accommodations: There are no pedestrian or bicycle accommodations for this project. SR 1654 (Morton Road) is not an NCDOT bike route and there are no existing sidewalks. Evidence of bike and pedestrian activity was not observed during site visit. Alternatives Discussion: No Build — The no build alternative would not replace the deficient bridge, and thus is not a viable option. Rehabilitation — Rehabilitating the existing one -lane bridge to a two-lane bridge is not a viable option. Onsite Detour — An onsite detour was not evaluated due to the planned staged construction. New Alignment — Given that the alignment for SR 1654 (Morton Road) is acceptable, a new alignment was not considered as an alternative. Offsite Detour — An approximate 5-mile offsite detour is preferred and would be required for the full duration of construction. The detour route would take travelers on SR 1654 (Hough Road), Lee Road, SR 1612 (Rocky River Church Road) and SR 1610 (Cedar Grove Road). Other A2ency Comments: An EMS Impact Form was sent to the Anson County Emergency Services Emergency Management Chief on 1/25/2019. Comments were received from Anson County Emergency Services on 1/25/2019. Anson County EMS indicated that the project would have a low overall impact on emergency service if the bridge were closed for up to a year. Response: Comment noted. A School Impact Form was sent to Anson School System Transportation Administrator on 1/25/2019; comments were received on 2/26/2019. The Administrator indicated that 2 buses make 2 daily trips along the corridor. Anson County School Systems did not have any special concerns regarding the project. Response: Comment noted. A Planner Input Form was sent to the Anson County Planning and Zoning Department on 01/25/2019 and 02/26/2019. The input form was received with no special concerns or comments regarding the project. 06/11/19 3 of 8 DocuSign Envelope ID: 4E868BB3-EOF5-4D93-9BD1-17DA8D92D05C Public Involvement: Public involvement was not required for this project. 06/11/19 4 of 8 DocuSign Envelope ID: 4E868BB3-EOF5-4D93-9BD1-17DA8D92DO5C PART A: MINIMUM CRITERIA Item Z to YES NO 1. Is the proposed project listed as a type and class of activity allowed under the Minimum Criteria Rule in which environmental documentation is not required? If the answer to number 1 is "no", then the project does not qualify as a minimum criteria project. A state environmental assessment is required. If yes, under which category'? #Reconstruction of existing crossroad or railroad separation and existing stream crossings, including, but not limited to, pipes, culverts, and bridges.) If either category #8, #12(i) or #15 is used complete Part D of this checklist. PART B: MINIMUM CRITERIA EXCEPTIONS by the Engineer.0 YES NO 2. Could the proposed activity cause significant changes in land use ❑ concentrations that would be expected to create adverse air quality impacts? 3. Will the proposed activity have secondary impacts or cumulative ❑ impacts that may result in a significant adverse impact to human health or the environment'? 4. Is the proposed activity of such an unusual nature or does the proposed ❑ activity have such widespread implications, that an uncommon concern for its environmental effects has been expressed to the Department'? 5. Does the proposed activity have a significant adverse effect on wetlands; ❑ surface waters such as rivers, streams, and estuaries; parklands; prime or unique agricultural lands; or areas of recognized scenic, recreational, archaeological, or historical value? 6. Will the proposed activity endanger the existence of a species on the ❑ Department of Interior's threatened and endangered species list? 7. Could the proposed activity cause significant changes in land use ❑ concentrations that would be expected to create adverse water quality or ground water impacts? 06/11/19 5 of 8 DocuSign Envelope ID: 4E868BB3-EOF5-4D93-9BD1-17DA8D92DO5C S. Is the proposed activity expected to have a significant adverse effect on long-term recreational benefits or shellfish, finfish, wildlife, or their natural habitats YES NO El H If any questions 2 through 8 are answered "yes", the proposed project may not qualify as a Minimum Criteria project. A state environmental assessment (EA) may be required. For assistance, contact: Manager, Environmental Analysis Unit 1598 Mail Service Center Raleigh, NC 27699-1598 (919) 707 — 6000 Fax: (919) 212-5785 PART C: COMPLIANCE WITH STATE AND FEDERAL REGULATIONS Items 9- y LTWon E�ntal Officer. YES NO 9. Is a federally protected threatened or endangered species, or its ® ❑ habitat, likely to be impacted by the proposed action? 10. Does the action require the placement of temporary or permanent ® ❑ fill in waters of the United States? 11. Does the project require the placement of a significant amount of ❑ fill in high quality or relatively rare wetland ecosystems, such as mountain bogs or pine savannahs? 12. Is the proposed action located in an Area of Environmental ❑ Concern, as defined in the coastal Area Management Act? ngin� 13. Does the project require stream relocation or channel changes? ❑ Cultural Resources 14. Will the project have an "effect" on a property or site listed on the ❑ National Register of Historic Places? 15. Will the proposed action require acquisition of additional right of ❑ way from publicly owned parkland or recreational areas? Response to Question 9: Three federally protected species are listed for Anson County; Carolina heelsplitter (Lasmigona decorata), Schweinitz's sunflower (Helianthis schweinitzii), and Red - cockaded woodpecker (Picoides borealis). A review of the NC National Heritage Program (NCNHP) records, last accessed March 2018, indicates no known occurrences within 1.0 mile of the study area for both Schweinitz's sunflower and Red -cockaded 06/11/19 6 of 8 DocuSign Envelope ID: 4E868BB3-EOF5-4D93-9BD1-17DA8D92DO5C woodpecker. The biological conclusion for the Carolina heelsplitter is currently unresolved, and a resolution will be required prior to design completion. Response to Question 10: A Nationwide Permit (NWP) No. 3 from the U.S. Army Corps of Engineers (USACE) is anticipated. Potential permanent fill impacts due to bridge construction may occur to Lanes Creek and the U.T. but will be avoided if possible and minimized if necessary. Temporary impacts from debris may result from the demolition of the existing bridge which will occur after traffic has been routed to the detour. Questions in Part "C" are designed to assist the Engineer and the Division Environmental Officer in determining whether a permit or consultation with a state or federal resource agency may be required. If any questions in Part "C" are answered "yes", follow the appropriate permitting procedures prior to beginning project construction. 06/11/19 7 of 8 DocuSign Envelope ID: 4E868BB3-EOF5-4D93-9BD1-17DA8D92DO5C PART D:t To be completed when either cateuory #8, 120) or #15 of the rules are used. Items 16- 22 to be eompleted by Division Environmental Officer. 16. Project length: 17. Right of Way width: 18. Project completion date: 19 20 21 22 Total acres of newly disturbed ground surface: Total acres of wetland impacts: Total linear feet of stream impacts: Project purpose: If Part D of the checklist is completed, send a copy of the entire checklist document to: Don G. Lee State Roadside Environmental Engineer Mail Service Center 1557 Raleigh, NC 27699-1557 (919) 707-2920 Fax (919) 715-2554 Email: dlee@ncdot.gov DocuSigned by: Prepared b Auyiss� 6/11/2019 k—Mp y: tt,. Date: =i9963LQM.0Ce STV Engineers Inc., Transportation Planner DocuSigned by: Reviewed by: sat Date: 6/11/2019 1-494iiw"son, PWS, LSS Division Environmental Officer DocuSigned by: �,evl,avLwvL woow Date: 6/11/2019 - I dkia wood, PE Division Bridge Program Manager 06/11/19 8 of 8 DocuSign Envelope ID: 4E868BB3-EOF5-4D93-9BD1-17DA8D92DO5C PROJECT COMMITMENTS R-140 Carolina Heelsplitter The biological conclusion for the Carolina heelsplitter (Lasmigona decorate) must be resolved before design completion; this will be coordinated through NCDOT Division 10. FEMA Coordination The Hydraulics Unit will coordinate with the NC Floodplain Mapping Program (FMP), to determine status of project with regard to applicability of NCDOT' S Memorandum of Agreement, or approval of a Conditional Letter of Map Revision (CLOMR) and subsequent final Letter of Map Revision (LOMR). This project involves construction activities on or adjacent to FEMA-regulated stream(s). Therefore, the Division shall submit sealed as -built construction plans to the Hydraulics Unit upon completion of project construction, certifying that the drainage structure(s) and roadway embankment that are located within the 100- year floodplain were built as shown in the construction plans, both horizontally and vertically. Section 404 Mitigation A Section 404 Individual Permit may be required if the project impacts can't be reduced below the permitting threshold. If mitigation is required, then it is anticipated that the Department of Mitigation Services (DMS) will be used. Stormwater NCDOT "Best Management Practices for the Protection of Surface Waters" will be utilized throughout the life of the project. Erosion and sediment will be controlled through the specification, installation, and maintenance of more stringent erosion and sedimentation control methods. Minimum Criteria Determination Checklist Page 1 of 1 Green Sheet May 2019 NCDOT Division 10 Bridge Replacement Bridge No. 217 on SR 1654 over Lanes Creek — PCN for RGP 50 Attachment E T & E Supplemental Information, Freshwater Mussel Survey Report, Bat Survey Project Questionnaire Threatened & Endangered Species and Critical Habitat NCDOT Division 10 — Bridge No. 217 on SR 1654 over Lanes Creek, Anson, NC WBS Number: BP10.R049.1 (formerly 17BP.10.R.140; TIP B-5795) Rummel Klepper and Kahl, LLP (RKK) conducted field reviews of an approximate 13.3-acre study area on March 29, 2016. STV Engineers, Inc. (STV) and the North Carolina Department of Transportation (NCDOT) performed a plant by plant survey for threatened and endangered species on August 30, 2022 and October 6, 2023, respectively. A mussel survey was conducted by Three Oaks Engineering on October 23, 2018 and a subsequent mussel survey was conducted by Transystems on July 26, 2023. Prior to the field reviews, STV reviewed the U.S. Fish and Wildlife Service (USFWS) and North Carolina Natural Heritage Program (NCNHP) online databases for information related to the occurrence of federal and state protected (threatened or endangered) species in Anson County. The USFWS Information for Planning and Consultation (IPaC) was used to obtain an official species list on October 19, 2023. IPaC lists four federally protected species as occurring or having the potential to occur in the study area (Table 1) as well as the bald eagle (Haliaeetus leucocephalus) which is protected under the Bald and Golden Eagle Protection Act. Additionally, the Tricolored bat (Perimyotis subflavus) has been proposed endangered and is included although the species is not currently protected. As of October 24, 2023, the NCNHP lists no occurrences of federally protected species within one mile of the study area. A brief description of each species, including habitat requirements and physical characteristics, and biological conclusion rendered based on surveys of the study area follow. Habitat requirements for each species are based on current available literature and/or the USFWS. Table 1. ESA federally protected species listed for the Study Areal Federal Habitat Biological Scientific Name Common Name Status Present Conclusion Fusconaia masoni Atlantic pigtoe T Yes MANLAA Helianthus schweinitzii Schweinitz's sunflower E Yes No Effect Lasmigona decorates Carolina heelsplitter E Yes MANLAA Perimyotis subflavus Tricolored bat PE Yes Unresolved Red -cockaded Picoides borealis E No No Effect woodpecker ' IPaC data checked on October 19, 2023. E — Endangered T — Threatened PE — Proposed Endangered MANLAA — May Affect, Not Likely to Adversely Affect Atlantic pigtoe USFWS optimal survey window: March 1 — November 1 The Atlantic pigtoe is a freshwater mussel species with a chunky, rhombus shape, like that of a pig's hoof/toe. There is a distinct posterior ridge. The outer surface of the shell is yellow to dark brown and parchment -like, while the inner layer is iridescent blue to salmon, white, or orange. Although larger specimens exist, the Atlantic pigtoe rarely exceeds two inches in length. The preferred habitat of the Atlantic pigtoe is coarse sand and gravel, and rarely in silt and detritus. Supplemental Information — Anson 217 Historically, the best populations existed in small creeks to larger rivers with excellent water quality, where flows were sufficient to maintain clean, silt -free substrates. A mussel survey was conducted by Three Oaks Engineering on October 23, 2018, and a Freshwater Mussel Survey Report was prepared on March 5, 2019. A subsequent mussel survey was conducted by Transystems on July 26, 2023 and a Mussel Survey Report was prepared on December 1, 2023. The results of the mussel surveys indicate that the study area is suitable habitat for freshwater mussels; multiple mussel species were observed during the surveys. There were no Atlantic pigtoe identified during the surveys. Due to the presence of suitable habitat the Biological Conclusion for Atlantic pigtoe is "May Affect, Not Likely to Adversely Affect". Biological Conclusion: MANLAA Schweinitz's sunflower USFWS optimal survey window: Late August - October Schweinitz's sunflower is a perennial herbaceous plant species limited to the Piedmont regions and counties of North and South Carolina. The plant grows from one to two meters tall originating from a cluster of tuberous roots. The plant's flower consists of yellow disk and ray flowers formed on small heads less than 1.5 centimeter (cm) in diameter. The petals, or modified leaves, are two to three cm long. The lanceolate leaves are arranged in an opposite pattern within the lower two- thirds of the stem transitioning to alternate within the upper third. The typical habitat for Schweinitz's sunflower includes periodically maintained roadsides and utility line rights -of -way (R/Ws), old pastures, edges of upland woods, and other disturbed open areas. Soils associated with suitable Schweinitz's sunflower habitat generally include thin upland soils clayey in texture (and often with substantial rock fragments) which have a high shrink -swell capacity. Flowering occurs from August to the first frost of the year. Suitable habitat for Schweinitz's sunflower is present in the study area along the SR 1654 roadside shoulders and woodland edges. Plant surveys were conducted by NCDOT Environmental Specialist Caleb BrabbleRose, throughout areas of suitable habitat on October 6, 2023, and STV environmental scientist Joshua Kotheimer, PWS, and Chris Sheldon, conducted a plant by plant survey on August 30, 2022. Both surveys took place during the flowering season and USFWS- designated optimal survey window. There were no sunflowers observed during the surveys. Review of the NCNHP records on October 24, 2023, revealed no documented occurrences or populations of Schweinitz's sunflower in the study area or within one mile of the study area. Based on the literature review and field surveys it is determined that the project would have `No Effect' on Schweinitz's sunflower. Biological Conclusion: No Effect Carolina heelsplitter USFWS optimal survey window: March 1 — September 30 Habitat Description: The Carolina heelsplitter was historically known from several locations within the Catawba and Pee Dee River systems in North Carolina and the Pee Dee and Savannah River systems, and possibly the Saluda River system in South Carolina. In North Carolina, the species is now known only from a handful of streams in the Pee Dee and Catawba River systems. Supplemental Information — Anson 217 The species exists in very low abundances, usually within 6 feet of shorelines, throughout its known range. The general habitat requirements for the Carolina heelsplitter are shaded areas in large rivers to small streams, often burrowed into clay banks between the root systems of trees, or in runs along steep banks with moderate current. The more recent habitat where the Carolina heelsplitterhas been found is in sections of streams containing bedrock with perpendicular crevices filled with sand and gravel, and with wide riparian buffers. A mussel survey was conducted by Three Oaks Engineering on October 23, 2018, and a Freshwater Mussel Survey Report was prepared on March 5, 2019. A subsequent mussel survey was conducted by Transystems on July 26, 2023 and a Mussel Survey Report was prepared on December 1, 2023. The results of the mussel surveys indicate that the study area is suitable habitat for freshwater mussels; multiple mussel species were observed during the surveys. There were no Carolina heelsplitter identified during the surveys. Due to the presence of suitable habitat the Biological Conclusion for Carolina heelsplitter is "May Affect, Not Likely to Adversely Affect". Biological Conclusion: MANLAA Tricolored bat USFWS optimal survey window: Undetermined The Tricolored bat is one of the smallest bats native to North America with a body length of 3-3.5 inches. The Tricolored bat is distinguished by its unique tricolored fur that is dark at the tip and base and lighter in the middle. Tricolored bats often appear orange to a pale yellow but may also appear black, chocolate brown, or silvery -gray. Young Tricolored bats appear much darker than the grayer adults. The range for the Tricolored bat stretches from Central America to Canada including central and eastern United States. During the winter, Tricolored bats are found in mines and caves. Where caves are sparse like the southern United States, Tricolored bats have been found roosting in road -associated culverts, tree cavities and abandoned water wells. During the fall, summer, and spring Tricolored bats are found in forested habitats. Tricolored bats primarily roost among dead and live leaf clusters of live or recently dead deciduous hardwood trees. In the southern portion of their range Tricolored bats will roost in Spanish moss (Tillandsia usneoides); other roosting spots include, eastern red cedar (Juniperus virginiana), barns, beneath porch roofs, bridges, and concrete bunkers. Female Tricolored bats often return to the same summer roosting locations year after year. In early evenings Tricolored bats forage at or above the tree level. Later in the evening the Tricolored bat is more commonly found foraging over waterways and forests edges. Review of the NCNHP records obtained on October 24, 2023, revealed no known occurrences of Tricolored bat within the study area or within one mile of the study area. On September 14, 2022, the U.S. Fish and Wildlife Service announced a proposal to list the Tricolored bat (Perimyotis subflavus - PESU) as endangered under the Endangered Species Act. If listed, NCDOT will resolve Section 7 prior to let as appropriate. Construction activities for this project will not take place until NCDOT (in coordination with our lead federal agency) satisfies Endangered Species Act compliance for PESU. Due to the anticipated future listing the project has a biological conclusion of `Unresolved' for Tricolored bat. Biological Conclusion: Unresolved Supplemental Information — Anson 217 Red -cockaded woodpecker USFWS optimal survey window: November -Early March Habitat Description: The red -cockaded woodpecker (RCW) typically occupies open, mature stands of southern pines, particularly longleaf pine, for foraging and nesting/roosting habitat. The RCW excavates cavities for nesting and roosting in living pine trees, aged 60 years or older, which are contiguous with pine stands at least 30 years of age to provided foraging habitat. The foraging range of the RCW is normally no more than 0.5 miles. Habitat for RCW is not present in the study area. Vegetated habitat along roadside shoulders and utility easements in the project study area is managed by intense mowing, herbicide application or is heavily overgrown. A review of NCNHP records, updated October 24, 2023, indicates no known occurrences within 1.0 mile of the study area. Pine trees within the study area are 15 to 25 years in age and do not meet age requirements for nesting or foraging. No RCW were observed during field studies. Based on the literature review and field surveys it is determined that the project would have `No Effect' on RCW. Bioloizical Conclusion: No Effect Bald and Golden Eagle Protection Act The bald eagle is protected under the Bald and Golden Eagle Protection Act and enforced by the USFWS. Habitat for the bald eagle primarily consists of mature forests in proximity to large bodies of open water for foraging. Large dominant trees are utilized for nesting sites, typically within 1.0 mile of open water. A desktop-GIS assessment of the project study area, as well as the area within a 1.0-mile radius of the project limits, was performed on October 24, 2023, using the latest ESRI ArcGIS color aerials. The study area, crossing over Lanes Creek, no lakes fall within 1 mile of the study area. Due to the low quality foraging habitat, a survey of the study area and the area within 660 feet of the project limits was not conducted. Additionally, a review of the NCNHP database on October 24, 2023, revealed no known occurrences of this species within 1.0 mile of the study area. Due to the lack of habitat, known occurrences, and minimal impact anticipated for this project, it has been determined that this project will not affect this species. Supplemental Information — Anson 217 Freshwater Mussel Survey Report WBS# BP10.R049 Bridge No. 030217 Replacement on SR 1654 (Morton Road) over Lanes Creek Anson County, North Carolina Division 10 View of Lanes Creek from bridge. Prepared For: F xoarH �, 4 OF [Ra NC Department of Transportation Raleigh, North Carolina Contact Person: Matt Haney Biological Surveys Group -Environmental Analysis Unit North Carolina Department of Transportation mmhanev@ncdot.gov 1598 Mail Service Center Raleigh, NC 27699-1598 December 1, 2023 Prepared by: TRANSYSTEMS 1 Glenwood Avenue, Suite 600 Raleigh, NC 27603 Contact Person: Chris Sheats csheats@transVstems.com 919-417-2732 Table of Contents 1.0 Introduction.....................................................................................................................1 2.0 Waters Impacted..............................................................................................................1 2.1 303(d) Classification......................................................................................................1 2.2 NPDES Discharges.........................................................................................................2 3.0 Target Federally Protected Species Descriptions...............................................................2 3.1 Atlantic Pigtoe (Fusconaia masoni)................................................................................2 3.1.1 Species Characteristics...........................................................................................2 3.1.2 Distribution and Habitat Requirements..................................................................2 3.2 Carolina Heelsplitter (Lasmigona decorata)..................................................................2 3.2.1 Species Characteristics...........................................................................................2 3.2.2 Distribution and Habitat Requirements..................................................................3 4.0 Survey Efforts...................................................................................................................3 4.1 Survey Methodology.....................................................................................................3 5.0 Results..............................................................................................................................3 6.0 Discussion/Conclusions....................................................................................................4 7.0 Literature Cited................................................................................................................6 Appendix A. Figures: Figure 1: Project Vicinity & Survey Locations Figure 2: USFWS Critical Habitat & NCNHP Element Occurrences Figure 3: NPDES Discharges Appendix B. Qualifications of Contributors 1.0 INTRODUCTION The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge # 030217 (BP10.R049) on Morton Road (SR 1654) over Lanes Creek in Anson County, North Carolina (Figure 1). According to the United States Fish and Wildlife Service (USFWS) Information for Planning and Consultation (IPaC) GIS planning tool (IPaC Access date: October 16, 2023), the Atlantic Pigtoe (Fusconaia masoni) and Carolina Heelsplitter (Lasmigona decorata) are identified as protected species that could be affected by this project. The Atlantic Pigtoe is listed as Threatened and the Carolina Heelsplitter is listed as Endangered by the USFWS under the Endangered Species Act and designated Critical Habitat has been established for both species. The nearest designated Critical Habitat for the Atlantic Pigtoe is in the Little River and West Fork Little River of the Yadkin -Pee Dee River Basin approximately 44 river miles (RM) away (Figure 2). The nearest designated Critical Habitat for the Carolina Heelsplitter is located approximately 24 RM away in Goose Creek and Duck Creek of the Yadkin -Pee Dee River Basin. According to the NC Natural Heritage Program database (NCNHP, Access date: October 16, 2023), the nearest Atlantic Pigtoe element occurrence (EO) (ID # 22093; Last Observation Date - September 2022) is in Lanes Creek, approximately 17 RM upstream from the project (Figure 2). The nearest Carolina Heelsplitter EO (ID #21454; Last Observation Date- March 2017) is in Goose Creek and Duck Creek, approximately 24 RM away from the project. TranSystems was contracted by the NCDOT Biological Surveys Group to conduct surveys targeting the Atlantic Pigtoe and Carolina Heelsplitter as part of the federal permitting process that requires an evaluation of potential project -related impacts to federally protected species. 2.0 WATERS IMPACTED Lanes Creek is a tributary within the Yadkin -Pee Dee River Basin (U.S. Geological Survey [USGS] Hydrological Unit Code 03040105). Lanes Creek flows into the Rocky River approximately three RM downstream of the project. 2.1 303(d) Classification The N.C. Department of Environmental Quality (NCDEQ) 2022 Final 303(d) list was reviewed to better understand water quality upstream of the project. Lanes Creek is listed from upstream of the study area at the Marshville Water Supply Dam to the confluence with the Rocky River for exceeding benthos (NCDEQ, 2022a). Lanes Creek Freshwater Mussel Survey Report December 2023 Page 1 2.2 NPDES Discharges The closest permitted discharge is The Quikrete Companies, permitted for stone, clay, glass and concrete products stormwater discharge into Wide Mouth Branch, a tributary to Lanes Creek, approximately 13 RM upstream of the project (Permit # NCG070160) (Figure 3). 3.0 TARGET FEDERALLY PROTECTED SPECIES DESCRIPTIONS 3.1 Atlantic Pigtoe (Fusconaia masoni) 3.1.1 Species Characteristics The Atlantic Pigtoe is a freshwater mussel reaching up to 60mm in length. This species has a sub -rhomboidal shaped shell with a distinct posterior ridge. The umbo is elevated well above the dorsal margin and the beak cavity is shallow. The periostracum is yellow to dark brown and has a parchment- like texture (Bogan 2002, Bogan and Alderman 2008). Pseudocardinal and lateral teeth are well developed except for the anterior pseudocardinal tooth in the right valve, while the interdental tooth is absent in the left valve (USFWS 2018b). The Atlantic Pigtoe is a tachytictic breeder, gravid females have been found from late June to early July (Fuller 1973). Fish hosts for this species include Bluegill Sunfish (Lepomis macrochirus), Shield Darter (Percina peltata), Longnose Dace (Rhinichthys cataractae), Rosefin Shiner (Lythrurus ardens) and Creek Chub (Semotilus atromaculatus) (Watters and O'Dee 1997, Wolf and Emrick 2011). 3.1.2 Distribution and Habitat Requirements The Atlantic Pigtoe is endemic to the southern Atlantic Slope and is found from the Ogeechee River Basin in Georgia to the James River Basin in Virginia. In North Carolina, this species is known from the Catawba, Yadkin -Pee Dee, Cape Fear, Neuse, Pamlico, and Roanoke River basins (Johnson 1970, Bogan 2002). This species can be found in medium to large streams with clean, swift waters and a stable gravel or sand and gravel substrate. Individuals are often found on the downstream edge of riffle areas. 3.2 Carolina Heelsplitter (Lasmigona decorata) 3.2.1 Species Characteristics The Carolina Heelsplitter is a freshwater mussel with an average length of 78 mm, an average height of 43 mm and a mean width of 27 mm (Keferl and Shelley 1988). This species is characterized by having an ovate trapezoid shaped shell with a distinct step down from the umbo. The presence of an upturned dorsal shell margin, a double ridge along the posterior - dorsal shell margin and an overall relatively thin shell are also distinguishing characteristics for this species. Lanes Creek Freshwater Mussel Survey Report December 2023 Page 2 The Carolina Heelsplitters' reproductive cycle includes a larval stage in which the glochidium will act as an obligate parasite on a host fish to continue development. Host fish of this species include several species of minnows and some sunfish species (Eads et al. 2010). 3.2.2 Distribution and Habitat Requirements The Carolina Heelsplitter was first described by Lea, 1852 as Unio decoratus from specimens collected in the Saluda-Wateree River System in what was formerly known as the Abbeville District in west -central South Carolina. The Carolina Heelsplitter is endemic to the southeastern Atlantic Slope and historically occurred in Piedmont streams and small rivers in the Carolina and Charlotte Slate belts. Currently, 11 extant populations are known including five from the Santee, two in the Pee Dee, two in the Savannah and two in the Saluda basins. These populations are believed to be small and highly isolated from one another by impoundments or other extensive reaches of unsuitable habitats. Carolina Heelsplitters occur primarily in small to mid -sized streams with stable, vegetated banks and substrates ranging from muddy sand to muddy gravel (Clark 1985, Keferl 1991). Prior research on Carolina Heelsplitters is limited and has primarily focused on aspects of reproductive ecology, habitat ecology and distribution (Bogan 2002, Ward et al. 2007, Bogan et al. 2008, Eads et al. 2010, Bogan and Raley 2012). 4.0 SURVEY EFFORTS Field efforts were conducted by TranSystems personnel Chris Sheats (ES Permit # 23-ES00558, 23-SF00249), Tori Fowler, Jason Hall, Alex McCarn, and Bennett Kimball along with Matt Haney from the NCDOT Biological Surveys Group on July 26, 2023. 4.1 Survey Methodology A freshwater mussel survey extended from 100 meters upstream of the project to 400 meters downstream, totaling 500 meters. Visual and tactile surveys were completed using bathyscopes and snorkel gear. 5.0 RESULTS A total of 40 freshwater mussels were observed in Lanes Creek. A total of six species were observed including Eastern Elliptio (Elliptio complanata), Eastern Floater (Pyganodon cataracta), Florida Pondhorn (Uniomerous carolinianus), Eastern Creekshell (Villosa delumbis), Carolina Creekshell (Villosa vaughaniana), and Paper Pondshell (Utterbackia imbecillis) (Table 1). One clam species, Asian Clam (Corbicula fluminea), was abundant throughout the surveyed reach. Two snail species were observed during the survey. The Two -ridge Rams -horn (Heliosoma anceps) was abundant and patchy, while the Sprite Elimia (Elimia proxima) was uncommon. Lanes Creek Freshwater Mussel Survey Report December 2023 Page 3 Table 1. Freshwater mussels observed in Lanes Creek (29 hours total survey time). Common Name Scientific Name NC Status* # Live % of Total CPUE* Eastern Elliptio Elliptio complanata 2 5 0.07 Eastern Floater Pyganodon cataracta 17 42.5 0.59 Florida Pondhorn Uniomerous carolinianus 4 10 0.14 Eastern Creekshell Villosa delumbis 15 37.5 0.52 Carolina Creekshell Villosa vaughaniana E 1 2.5 0.03 Paper Pondshell Utterbackia imbecillis 1 2.5 0.03 Total 40 100 1.38 *CPUE- Catch Per Unit Effort; E- Endangered Lanes Creek had a series of riffle, run, and pool habitats throughout the reach. Stream width ranged from 9 — 12 meters with depths of 0.5 — 1.5 meters. Substrate consisted of consolidated silt, sand, cobble, gravel, boulder, and bedrock. Evidence of American Beaver (Castor canadensis) activity was observed through the presence of gnawed branches. Riparian buffers were wide with a surrounding land use of natural and active crop areas. The Atlantic Pigtoe and the Carolina Heelsplitter were not observed during survey efforts. 6.0 DISCUSSION/CONCLUSIONS Physical habitat conditions such as defined stream channel, native freshwater mussel presence and diversity, and substrate composition that are associated with both target species were present throughout the surveyed reach. Survey efforts resulted in no observations of the Atlantic Pigtoe or the Carolina Heelsplitter in Lanes Creek. The survey efforts detailed in the report serve to update species information within Lanes Creek. Recommended Biological Conclusion for Atlantic Pigtoe: May Affect, Not Likely to Adversely Affect Although there were portions of the survey reach with appropriate habitat, there were no Atlantic Pigtoe individuals found. Based on the presence of habitat in Lanes Creek and the results of the survey, the project may affect, but is not likely to adversely affect the Atlantic Pigtoe. Recommended Biological Conclusion for Atlantic Pigtoe Designated Critical Habitat: No Effect Designated Critical Habitat for the Atlantic Pigtoe is not identified in Lanes Creek. The nearest designated Critical Habitat is located 44 RM away in the Little River and West Fork Little River, of the Yadkin -Pee Dee River Basin. The proposed project will have "No Effect" on the designated Critical Habitat for this species. Recommended Biological Conclusion for Carolina Heelsplitter: May Affect, Not Likely to Adversely Affect Lanes Creek Freshwater Mussel Survey Report December 2023 Page 4 Although there were portions of the survey reach with appropriate habitat, there were no Carolina Heelsplitter individuals found. Based on the presence of habitat in Lanes Creek and the results of the survey, the project may affect, but is not likely to adversely affect the Carolina Heelsplitter. Recommended Biological Conclusion for Carolina Heelsplitter Designated Critical Habitat: No Effect Designated Critical Habitat for the Carolina Heelsplitter is not identified in Lanes Creek. The nearest designated Critical Habitat is located 24 RM away in Goose Creek and Duck Creek, of the Yadkin -Pee Dee River Basin. The proposed project will have "No Effect" on the designated Critical Habitat for this species. The USFWS is the regulating authority for Section 7 Biological Conclusions and as such, it is recommended that they be consulted regarding their concurrence with the finding of this document. The federal action agency, or its nonfederal designee (NCDOT) must render a biological conclusion for both species. Lanes Creek Freshwater Mussel Survey Report December 2023 Page 5 7.0 LITERATURE CITED Bogan AE (2002) Workbook and key to the freshwater bivalves of North Carolina. North Carolina Freshwater Mussel Conservation Partnership, Raleigh, NC 101 pp, 10 color plates. Bogan AE, Alderman JM (2008) Workbook and Key to the Freshwater Bivalves of South Carolina. North Carolina State Museum of Natural Sciences, North Carolina Freshwater Bivalve Conservation Partnership. Bogan AE, Raley ME (2012) Comparison of Carolina Heelsplitter (Lasmigona decorata (Lea, 1852)) populations (Molluscs: Bivalvia: Unionidae). Unpublished report to U.S. Fish and Wildlife Service, Asheville, NC pp 1-32. Clarke AH (1985) The tribe Alasmidontini (Unionidae: Anodontinae), Part II: Lasmigona and Simpsonaias. Smithsonian Contributions to Zoology pp 1-75. Eads CB, Bringolf RB, Greiner RD, Bogan AE, Levine JF (2010) Fish hosts of the Carolina Heelsplitter (Lasmigona decorata), a federally -endangered freshwater mussel (Bivalvia: Unionidae). American Malacological Bulletin 28:151-158. Fuller, SLH. 1973. Fusconaia masoni (Conrad 1834) (Bivalvia: Unionacea) in the Atlantic drainage of the Southeastern United States. Malacological Review 6:105-117. Johnson, R.I. 1970. The systematics and zoogeography of the Unionidae (Molluscs: Bivalvia) of the southern Atlantic Slope region. Bulletin of the Museum of Comparative Zoology 140(6):263-449. Keferl, E.P. and Shelly, R.M. 1988. The Final Report on a Status Survey of the Carolina Heelsplitter, (Lasmigona decorata), and the Carolina elktoe, (Alasmidonta robusta), Unpublished Report to the U.S. Dept of the Interior, Fish and Wildlife Service. Keferl EP (1991) A status survey for the Carolina heelsplitter (Lasmigona decorata), a freshwater mussels endemic to the Carolinas. Report prepared for US Fish and Wildlife Service and North Carolina Wild Resources Commission pp 1-29. North Carolina Department of Environmental Quality (NCDEQ)a. Division of Water Resources. 2022. 2022 North Carolina Final 303(d) List. https://deg.nc.gov/about/divisions/water- resources/water-planning/modeling-assessment/water-quality-data-assessment/integrated- report-files (Accessed October 16, 2023.) North Carolina Department of Environmental Quality (NCDEQ)b. Online GIS NPDES Stormwater Permits. https://ncdenr.maps.arcgis.com/apps/webappviewer/index.html?id=8d3108c9364b4ef3966cO 7118f2cf4f (Accessed October 16, 2023.) Lanes Creek Freshwater Mussel Survey Report December 2023 Page 6 North Carolina Natural Heritage Program (NCNHP). 2023. Natural Heritage Element Occurrence. (Accessed October 16, 2023.). U.S. Fish and Wildlife Service IPaC - Information for Planning and Consultation. Online Linkage: https:Hecos.fws.gov/ipac/ (October 16, 2023). Ward S, Augspurger T, Dwyer FJ, Kane C, Ingersoll CG (2007) Risk assessment of water quality in three North Carolina, USA, streams supporting federally endangered freshwater mussels (Unionidae). Environmental Toxicology and Chemistry 6:2075-85. Watters, G.T. and S.H. O'Dee 1997. Identification of potential host: Elliptio fisheriana (Lea, 1838), Fusconaia masoni (Conrad, 1834), Fusconaia flava (Rafinesque, 1820), and Pleurobema clava (Lamarck, 1819). Triannual Unionid Report No. 13:38. Wolf, ED, and Emrick V. 2011. Propagation and Culture of Species at Risk Atlantic Pigtoe. Lanes Creek Freshwater Mussel Survey Report December 2023 Page 7 APPENDIX A Figures Lanes Creek Freshwater Mussel Survey Report December 2023 Page 8 �epwed By: �gpusd For BPI O.R049 Bridge #030217 Replacement v' �1 Figure on SR 1654 (Morton Road) TR�HYT F over Lanes Creek y o 25D = M Vicinity Map and Survey Locations �---- Anson County. North Carolina r fl I C WIN@ an Little apo Rive r .yam. y West Fork Little River Concord 4 1 AlbemarleDuck Creek Prllnt Hil I I.i Zk l3urnsvi d II r Tr .J1 ( a: Polkton Ylfiadesboro Lane& Creek Troy ff North Car youth C a, . ��:sccY ngl ,iw I � [-,UIUIIIIU r1eelb.JIRLel [-,IILKC W rl&UILUL �a - Saws: Fsri, HF-RE, C-armin, USGS)ntermap, NCRF-MErJT P, NRCen, Esri 5- Mile Buffer Japan, METI, EsriChir- --ng Kong), Esri , Esri.lThailand}, RGCC, {o} OpenStreetr-:lar .=-Hr . theG15 Us unibr- P7Epared By: PfE-pa�ed For: BP'IO.R049 Bridge #030217 Replacement . Fgure on SR 1654 (Morton Road) TOAYSTEM F over Lanes Creek° t USFWS Critical Habitat & �r NCNHP Element Occurrences 2 ` Anson Count . North Carolina ... x Jrl J • f�''S. Y.F flrr r-h" I fY"• _._ +I- .� .�� --. �4�44 :!SI°°rx .�A •1 M1}: +d � - - - _ f -�I� ' L,_' .. ��• •��__ 1. ;M1 rc �' ' r. ' i+ �� . � k 1 � - +. f ' ' '�\ 5��1 � � �u'• I � � Fhb _ - '�' i �� _ . �'+ i I • �I. J � ��' ' `fin ',� �_ � + } - .. -� � ��� � � •?� � x.�~• Plrrss'�'+ I ?- -_ r' 1 41� _ ,{.pi7y � 1�1� _ -��� M1fFF1114*V - J- - fx x t - '`.+_ r Ne Bridge # 03017 NPDES Discharge (N 070160) '.: I --' �: . 4• : ,, } :�._, { 303(d) Impaired Stream - - • i _ r _- _.r- �5-Mile Buffer 31 -9 }ied ` fa I SCs I -.a, cC'�z Repwed By: Rgp`ud For: BPIO.R.049 Bridge #030217 Replacement CrwtidBy: C,e&adBy: Figure on SR 1664 (Morton Road) W-r CM11; TR�HYSTEh�S F over Lanes Creek NPDE Discharge and �000=rwilles 303(d) Impaired Stream Dut: Anson-Countk,North Carolina DaDber=3 APPENDIX B TranSystems Qualifications of Contributors Lanes Creek Freshwater Mussel Survey Report November 2023 Page 12 Principal Investigator: Chris Sheats, PWS Education: B.S. Botany, North Carolina State University, 2002 Experience: Biological Surveys Lead, TranSystems, 2022-Present Biological Surveys Lead, SEPI, 2019-2022 Natural Resources Manager, Water & Land Solutions, 2018 Senior Project Manager, Three Oaks Engineering, 2015-2018 Natural Resources Unit Head, The Catena Group 2005-2015 Staff Scientist, Arcadis G&M, 2003-2005 Permits: USFWS Native Endangered and Threatened Species Recovery Permit (ESPER0037836); NCWRC Endangered Species Survey Permit (23-ES00558) Responsibilities: Freshwater Mussel Surveys, Document Preparation and Review Investigator: Victoria Fowler Education: B.S. Biology- Ecology, Evolution and Environmental Studies, 2016 M.S. Biology- Ecology and Environmental Studies, (In progress/December 2023) Experience: Environmental Scientist, TranSystems, 2022- Present Environmental Scientist, SEPI, 2020- 2022 Responsibilities: Freshwater Mussel Surveys, Document Preparation Investigator: Jason Hall Education: UNCW Environmental Studies, 1999 TranSystems 2022-2023 SEPI 2015-2022 CZR Incorp Biologist III 2011-2015 Center for Marine Science- Research Specialist 2000-2011 years Responsibilities: Freshwater Mussel Surveys Investigator: Bennett Kimball Education: B.S. Biological Engineering - Ecological Engineering and Environmental Engineering Concentrations Biological Sciences Minor (Spring 2025) Experience: Aquatic Scientist Intern, TranSystems, Summer 2023-Present Responsibilities: Freshwater Mussel Surveys Investigator: Alexander McCarn Education: B.A. Public Policy, Urban and Regional Planning — 2017 Experience: Transportation Planner, TranSystems, 2022 — Present Transportation Planner, TranSystems, 2017 — 2022 Responsibilities: Freshwater Mussel Surveys Lanes Creek Freshwater Mussel Survey Report December 2023 Page 13 Freshwater Mussel Survey Report Replacement of Bridge No. 217 on SR 1654 Over Lanes Creek TIP # B-5795 WBS Element # 17BP.10.R.140 Anson County, North Carolina Lanes Creek during the survey efforts Prepared For: NC Department of Transportation Raleigh, North Carolina Contact Person: Jared Gray Biological Surveys Group North Carolina Department of Transportation iaravQ�ncdot.goy 1598 Mail Service Center Raleigh NC 27699-1598 March 5, 2019 Prepared by: 461KEf fte d93111 324 Blackwell Street, 1200 Durham, NC 27701 Contact Person: Tom Dickinson tom.dickinson cbthrecoaksen iiiecriii�-,.ccfrii 919-732-1300 Table of Contents 1.0 Introduction...................................................................... •................................................... 1 2.0 Waters Impacted....................................................................................... ........................ l 2.1 303(d) Classification........................................................................................................ 2 2.2 NPDES discharges........................................................................................................... 2 3.0 Target Federally Protected Species Descriptions................................................................ 2 3.1 Lasmigona decorata (Carolina Heelsplitter).................................................................... 2 3.1.1 Species Characteristics.............................................................................................. 2 3.1.2 Distribution and Habitat Requirements................................................................... 3 3.1.3 Threats to Species..................................................................................................... 4 3.2 Fusconaia masoni (Atlantic Pigtoe)................................................................................. 5 3.2.1 Species Characteristics.............................................................................................. 5 3.2.2 Distribution and Habitat Requirements................................................... .. 6 ............... 3.2.3 Threats to Species..................................................................................................... 6 3.3 Alasmidonta varicosa (Brook Floater)............................................................................. 6 3.3.1 Species Characteristics.............................................................................................. 6 3.3.2 Distribution and Habitat Requirements.................................................................... 7 3.3.3 Threats to Species..................................................................................................... 7 4.0 Survey Efforts...................................................................................................................... 7 4.1 Stream Conditions at Time of Survey: Lanes Creek ........................................................ 8 4.2 Mussel Survey Methodology........................................................................................... 8 4.3 Results..........................................................................•...................................................8 5.0 Discussion/Conclusions.................................................................................... ..... 9 .............. 6.0 Literature Cited.................................................................................................................. 10 Appendix A. Figures: Figure 1: Project Vicinity & Survey Reach Figure 2: NCNHP Element Occurrences Figure 3: 303(d) Listed Streams and NPDES Discharges 1.0 INTRODUCTION The North Carolina Department of Transportation (NCDOT) proposes the replacement of bridge number 217 over Lanes Creek on SR 1654 in Anson County (Appendix A, Figure 1). The project crosses Lanes Creek of the Yadkin -Pee Dee River basin. The Federally Endangered Carolina Heelsplitter (Lasmigona decorata) is listed by the U.S. Fish and Wildlife Service (USFWS) for Anson County. The Atlantic Pigtoe (Fusconaia masoni), which could also occur in the county, was proposed for listing under the ESA as a Threatened Species with Section 4(d) Rule and Critical Habitat Designation on October 11, 2018. Additionally, the Brook Floater (Alasmidonta varicosa), listed as State Endangered by the North Carolina Wildlife Resources Commission, is being considered for listing by USFWS, and is known to occur in Anson County. Table 1 lists the nearest element occurrence (EO) in approximate river miles (RM) for targeted species for the Lanes Creek survey reach. Data is according to the NC Natural Heritage Program database (NCNHP 2019), accessed January 24, 2019 (Figure 2). Table 1. Element Occurrences Distance Species Name EO ID EO Waterbody from First Observed Last Observed Sta us* crossing RM Carolina 21454 Goose and Duck 31 August 1987 March 2017 C Heelsplitter Creeks Atlantic Pigtoe 22087 Goose Creek 31 July 1994 March 1998 C 21776 Brown Creek 32 July 1987 July 1987 H Brook Floater 20865 Rocky Creek 47 August 1993 August 1993 C * C-NCNHP Current, H-NCNHP Historic As part of the federal permitting process that requires an evaluation of potential project -related impacts to federally protected species, Three Oaks Engineering (30aks) was contracted by NCDOT to conduct freshwater mussel surveys targeting the Carolina Heelsplitter, Atlantic Pigtoe, and Brook Floater. 2.0 WATERS IMPACTED Lanes Creek is located in the Rocky River subbasin of the Yadkin -Pee Dee basin (HUC# 03040105). Lanes Creek flows approximately 3.4 RM to its confluence with the Rocky River. B-5795 Lanes Creek Mussel Survey Report March 2019 Job# 18-316 Page I 2.1 303(d) Classification Lanes Creek is on the North Carolina Department of Environmental Quality (NCDEQ) - Division of Water Resources 2016 Final 303(d) list of impaired streams. It is impaired due to fair benthos (NCDEQ 2019a) (Figure 3). 2.2 NPDES discharges The closest permitted NPDES discharge is approximately 11 RM downstream of the study area (NCDEQ 2019b); Norwood Wastewater Treatment Plant (NPDES Permit # NC0021628) is located on the Rocky River (Figure 3). 3.0 TARGET FEDERALLY PROTECTED SPECIES DESCRIPTIONS 3.1 Lasmigona decorata (Carolina Heelsplitter) 3. L I Species Characteristics The Carolina Heelsplitter (Lasmigona decorata), originally described as Unio decoratus by (Lea 1852), synonymized with the Green Floater (Lasmigona subviridis) (Conrad 1835, Johnson 1970), and later separated as a distinct species (Clarke 1985), is a federally Endangered freshwater mussel, historically known from several locations within the Catawba and Pee Dee River systems in North Carolina and the Pee Dee, Savannah, and possibly the Saluda River systems in South Carolina. The Carolina Heelsplitter is characterized as having an ovate, trapezoid -shaped, un-sculptured shell. The outer surface of the shell ranges from greenish brown to dark brown in color, with younger specimens often having faint greenish brown or black rays. The shell's nacre is often pearly white to bluish white, grading to orange in the area of the umbo (Keferl 1991). The hinge teeth are well developed and heavy and the beak sculpture is double looped (Keferl and Shelly 1988). Morphologically, the shell of the Carolina Heelsplitter is very similar to the shell of the Green Floater (Clarke 1985), with the exception of a much larger size and thickness in the Carolina Heelsplitter (Keferl and Shelly 1988). Prior to collections in 1987 and 1990 by Keferl (1991), the Carolina Heelsplitter had not been collected in the 20th century and was known only from shell characteristics. Because of its rarity, very little information of this species' biology, life history, and habitat requirements was known until very recently. Feeding strategy and reproductive cycle of the Carolina Heelsplitter have not been documented, but are likely similar to other native freshwater mussels (USFWS 1996). Nearly all freshwater mussel species have similar reproductive strategies; a larval stage (glochidium) becomes a temporary obligatory parasite on a fish. Many mussel species have specific fish hosts, which must be present to complete their life cycle. Until recently, nothing was known about the host species(s) for the Carolina Heelsplitter (USFWS 1996, Bogart 2002). Starnes and Hogue (2005) identified the most likely fish host candidates (15 species) based on fish community surveys in occupied streams throughout the B-5795 Lanes Creek Mussel Survey Report March 2019 Job# 18-316 Page 2 range of the Carolina Heelsplitter. McMahon and Bogan (2001) and Pennak (1989) should be consulted for a general overview of freshwater mussel reproductive biology. 3.1.2 Distribution and Habitat Requirements Currently, the Carolina Heelsplitter has a very fragmented, relict distribution. Until recently, it was known to be surviving in only six streams and one small river (USFWS 1996); however, recent discoveries have increased the number of known populations to eleven: Pee Dee River Basin: 1. Duck Creek/Goose Creek — Mecklenburg/Union counties, NC 2. Flat Creek/Lynches River — Lancaster/Chesterfield/Kershaw counties, SC Catawba River Basin: 3. Sixmile Creek (Twelvemile Creek Subbasin) — Lancaster County, SC 4. Waxhaw Creek — Union County, NC and Lancaster County, SC 5. Cane Creek/Gills Creek — Lancaster County, SC 6. Fishing Creek Subbasin — Chester County, SC 7. Rocky Creek Subbasin (Bull Run Creek/UT Bull Run CreekBeaverdam Creek) — Chester County, SC Saluda River Basin: 8. Redbank Creek — Saluda County, SC 9. Halfway Swamp Creek — Greenwood/Saluda County, SC Savannah River Basin: 10. Little Stevens Creek/Mountain Creek/Sleep Creek/Turkey Creek (Stevens Creek Subbasin) — Edgefield/McCormick counties, SC 11. Cuffytown Creek (Stevens Creek Subbasin) — Greenwood/McCormick counties, SC Habitat for this species has been reported from small to large streams and rivers as well as ponds. These ponds are believed to be millponds on some of the smaller streams within the species' historic range (Keferl 1991). Keferl and Shelly (1988) and Keferl (1991) reported that most individuals have been found along well -shaded streambanks with mud, muddy sand, or muddy gravel substrates. However, numerous individuals in several of the populations have been found in cobble and gravel dominated substrate, usually in close proximity to bedrock outcroppings (Savidge, personal observations). The stability of stream banks appears to be very important to this species (Keferl 1991). B-5795 Lanes Creek Mussel Survey Report March 2019 Job# 18-316 Page 3 3.1.3 Threats to Species Habitat degradation, water quality degradation, and changes in stream flow (water quantity) are the primary identified threats to the Carolina Heelsplitter. Specific types of activities that lead to these threats have been documented by the USFWS in the Recovery Plan, Federal Register and other publications (USFWS 1996, 2002, 2007). These specific threats include the following: ■ Siltation resulting from poorly implemented agricultural, forestry, and developmental activities; • Golf course construction; • Road construction and maintenance; ■ Runoff and discharge of municipal, industrial and agricultural pollutants; • Habitat alterations associated with impoundments, channelization, dredging, and sand mining operations; and • Other natural and human -related factors that adversely modify the aquatic environment. These threats, alone and collectively, have contributed to the loss of the Carolina Heelsplitter in streams previously known to support the species (USFWS 2002). In addition, many of the remaining populations occur in areas experiencing high rates of urbanization, such as the Charlotte, NC and Augusta, GA greater metropolitan areas. The low numbers of individuals and the restricted range of each of the surviving populations make them extremely vulnerable to extirpation from a single catastrophic event or activity (USFWS 1996). The cumulative effects of several factors, including sedimentation, water quality degradation, habitat modification (impoundments, channelization, etc.), urbanization and associated alteration of natural stream discharge, invasive species, and other causes of habitat degradation have contributed to the decline of this species throughout its range (USFWS 1996). All of the populations are generally small in numbers and restricted to short reaches of isolated streams. The low numbers of individuals and the restricted range of most of the surviving populations make them extremely vulnerable to extirpation from a single catastrophic event or activity, much like the endangered Dwarf Wedgemussel (DWM, Alasmidonta heterodon, Strayer et al. 1996). Catastrophic events may consist of natural events such as flooding or drought, as well as human influenced events such as toxic spills associated with highways, railroads, or industrial -municipal complexes. Siltation resulting from substandard land -use practices associated with activities such as agriculture, forestry, and land development has been recognized as a major contributing factor to degradation of mussel populations. Siltation has been documented to be extremely detrimental to mussel populations by degrading substrate and water quality, increasing potential exposure to other pollutants, and by direct smothering of mussels (Ellis 1936, Marking and Bills 1979). Sediment accumulations of less than one inch have been shown to cause high mortality in most mussel species (Ellis 1936). In Massachusetts, a bridge construction project decimated a population of the DWM because of accelerated sedimentation and erosion (Smith 1981). Sewage treatment effluent has been documented to significantly affect the diversity and abundance of mussel fauna (Goudreau et al. 1988). Goudreau et al. (1988) found that recovery of B-5795 Lanes Creek Mussel Survey Report March 2019 Job# 18-316 Page 4 mussel populations may not occur for up to two miles below points of chlorinated sewage effluent. The impact of impoundments on freshwater mussels has been well documented (USFWS 1992a, Neves 1993). Construction of dams transforms lotic habitats into lentic habitats, which results in changes in aquatic community composition. The changes associated with inundation adversely affect both adult and juvenile mussels as well as fish community structure, which could eliminate possible fish hosts for upstream transport of glochidia. Muscle Shoals on the Tennessee River in northern Alabama, once the richest site for naiads (mussels) in the world, is now at the bottom of Wilson Reservoir and covered with 19 feet of muck (USFWS 1992b). Large portions of all of the river basins within the Carolina Heelsplitter's range have been impounded and this could be a major factor contributing to the decline of the species (Master 1986). The introduction of exotic species such as the Asian Clam (Corbicula fluminea) and Zebra Mussel (Dreissena polymorpha) has also been shown to pose significant threats to native freshwater mussels. The Asian Clam is now established in most of the major river systems in the United States (Fuller and Powell 1973) including those streams still supporting populations of the Carolina Heelsplitter. Concern has been raised over competitive interactions for space, food and oxygen with this species and native mussels, possibly at the juvenile stages (Neves and Widlak 1987, Alderman 1995). The Zebra Mussel, native to the drainage basins of the Black, Caspian and Aral Seas, is an exotic freshwater mussel that was introduced into the Great Lakes in the 1980s and has rapidly expanded its range into the surrounding river basins, including those of the South Atlantic slope (O'Neill and MacNeill 1991). This species competes for food resources and space with native mussels, and is expected to contribute to the extinction of at least 20 freshwater mussel species if it becomes established throughout most of the eastern United States (USFWS 1992b). The Zebra Mussel is not currently known from any river in North Carolina. 3.2 Fusconaia masoni (Atlantic Pigtoe) 3.2.1 Species Characteristics The Atlantic Pigtoe was described by Conrad (1834) from the Savannah River in Augusta, Georgia. Although larger specimens exist, the Atlantic Pigtoe seldom exceeds 50 mm (2 inches) in length. This species is tall relative to its length, except in headwater stream reaches where specimens may be elongated. The hinge ligament is relatively short and prominent. The periostracum is normally brownish, has a parchment texture, and young individuals may have greenish rays across the entire shell surface. The posterior ridge is biangulate. The interdentum in the left valve is broad and flat. The anterior half of the valve is thickened compared with the posterior half, and, when fresh, nacre in the anterior half of the shell tends to be salmon colored, while nacre in the posterior half tends to be more iridescent. The shell has full dentation. In addition to simple papillae, branched and arborescent papillae are often seen on the incurrent aperture. In females, salmon colored demibranchs are often seen during the spawning season. When fully gravid, females use all four demibranchs to brood glochidia (VDGIF 2014). The Atlantic Pigtoe is a tachytictic (short-term) breeder, brooding young in early spring and releasing glochidia in early summer. The Bluegill (Lepomis macrochirus) and Shield Darter B-5795 Lanes Creek Mussel Survey Report March 2019 Job# 18-316 Page 5 (Percina peltata) have been identified as potential fish hosts for this species (O'Dee and Waters 2000). Additional research has found Rosefin Shiner (Lythrurus ardens), Creek Chub (Semotilus atromaculatus), and Longnose Dace (Rhynichthys cataractae) are also suitable hosts (Wolf 2012). Eads and Levine (2011) found White Shiner (Luxilus albeolus), Satinfin Shiner (Cyprinella analostana), Bluehead Chub (Nocomis leptocephalus), Rosyside Dace (Clinostomus funduloides), Pinewoods Shiner (Lythrurus matutinus), Creek Chub, Swallowtail Shiner (Notropis procne), and Mountain Redbelly Dace (Chrosomus oreas) to also be suitable hosts for Atlantic Pigtoe. 3.2.2 Distribution and Habitat Requirements Johnson (1970) reported the range of the Atlantic Pigtoe extended from the Ogeechee River Basin in Georgia north to the James River Basin in Virginia; however, recent curation of the H. D. Athearn collection uncovered valid specimens from the Altamaha River in Georgia (Sarah McRae, USFWS, personal communication). It is presumed extirpated from the Catawba River Basin in North and South Carolina south to the Altamaha River Basin. The general pattern of its current distribution indicates that the species is currently limited to headwater areas of drainages and most populations are represented by few individuals. In North Carolina, aside from the Waccamaw River, it was once found in every Atlantic Slope river basin. Except for the Tar River, it is no longer found in the mainstem of the rivers within its historic range (Savidge et al. 2011). The Atlantic Pigtoe has been found in multiple physiographic provinces, from the foothills of the Appalachian Mountains, through the Piedmont and into the Coastal Plain, in streams less than one meter wide to large rivers. The preferred habitat is a substrate composed of gravel and coarse sand, usually at the base of riffles; however, it can be found in a variety of other substrates and lotic habitat conditions. 3.2.3 Threats to Species Threats to the Atlantic Pigtoe are similar to those described for the Carolina Heelsplitter (Section 3.1.3.). All of the remaining Atlantic Pigtoe populations are generally small in numbers and restricted to short reaches of isolated streams. The low numbers of individuals and the restricted range of most of the surviving populations make them extremely vulnerable to extirpation from a single catastrophic event. 3.3 Alasmidonta varicosa (Brook Floater) 3.3.1 Species Characteristics The Brook Floater, described from the Schuylkill River in Philadelphia County, Pennsylvania, by Lamarck (1819), is a small mussel reaching a maximum size of around 70 min. The shells of the Brook Floater are long rhomboid in outline with a yellowish to greenish smooth perisotracum, which darkens to brown in adults, with green to black rays possible. The ventral margin can be straight, but is frequently arcuate, especially in older individuals. The posterior ridge is broad, somewhat inflated, and round. There is a second faint ridge above and together B-5795 Lanes Creek Mussel Survey Report March 2019 Job# 18-316 Page 6 the posterior ridges end in a biangulate margin. The posterior slope is flat to slightly concave, usually with numerous short, low corrugations radiating toward the posterior margin. The umbos are large, a little inflated, projecting little above the anterior margin, and are directed anteriorly. Each valve has one small thin, triangular pseudocardinal tooth. Lateral teeth are vestigial or lacking. The nacre is glossy, bluish white, and grades into pale orange in the umbo cavity. The foot and mantle color are usually bright orange in color. 3.3.2 Distribution and Habitat Requirements The Brook Floater ranges from the lower St. Lawrence River Basin in Canada south to the Atlantic drainages of South Carolina. While still common in some areas, the species has experienced significant declines throughout its range. In North Carolina, it is found in the Roanoke, Neuse, Cape Fear, Pee Dee and Catawba River basins (Clarke 1981, Adams et al. 1990, Bogan 2002). According to Ortmann (1919), the Brook Floater is most abundant in small streams with gravelly bottoms, and prefers strong currents; thus it is frequently found in or near riffles. Johnson (1970) stated that the Brook Floater "lives among rocks on gravel substrates; also on sandy shoals, especially in rapids and riffles of small rivers and creeks". According to Fuller (1977) the characteristic habitat of the Brook Floater is the sand floors or gravel riffles of small, upland, rapidly flowing, oxygen -rich streams in upper portions of river systems. Eugene Kefrel in Adams et al. (1990) noted that the Linville River of the Catawba River Basin population of this species occurred near the mouth of the Linville River and Lake James. Most of the naiades collected or observed were found in a sandy or silt substrate in the cracks between medium to large boulders along a steep bank in 1 to 3 feet of water. Habitat in the Chatuga River of the Savannah River Basin is described as bedrock crevices in swift rapids (John Alderman, personal observations). Williams et al. (1993) lists the Brook Floater as Threatened and it is considered Endangered in NC. 3.3.3 Threats to Species Threats to the Brook Floater are similar to those described for the Carolina Heelsplitter (Section 3.1.3) and have contributed to the decline of this species throughout its range. All of the remaining Brook Floater populations are generally small in numbers and restricted to short reaches of isolated streams. The low numbers of individuals and the restricted range of most of the surviving populations make them extremely vulnerable to extirpation from a single catastrophic event. 4.0 SURVEY EFFORTS Surveys were conducted by 30aks personnel Tom Dickinson (Permit # 18-ES00343), John Roberts, Lizzy Stokes -Cawley, and Nancy Scott on October 23, 2018. B-5795 Lanes Creek Mussel Survey Report March 2019 Job# 18-316 Page 7 4.1 Stream Conditions at Time of Survey: Lanes Creek Habitat primarily consisted of a long, shallow pool with low discernable flow. The exception occurred surrounding and bisecting a large mid -channel island downstream of the bridge where three distinct channels were formed that contained riffle and run habitat. A large amount of woody debris and detritus had accumulated along these channels on mid -channel islands, which included numerous mussel shells. The main channel ranged from 50-70 feet (ft) wide with unstable banks that ranged from 6-9 ft high. Substrate was dominated by sand, gravel, and cobble, with areas of mud, silt, and bedrock. Banks consisted of clay, silt, and root mats. A narrow forested buffer surrounded the surveyed reach to active agriculture. 4.2 Mussel Survey Methodology Mussel surveys were conducted from approximately 1,312 ft (400 meters) downstream of the subject bridge crossing to approximately 328 ft (100 meters) upstream of the crossing for a distance of approximately 1,640 ft (500 meters) (Figure 1). Areas of appropriate habitat were searched, concentrating on the stable habitats preferred by the target species. The survey team spread out across the creek into survey lanes. Visual surveys were conducted using glass bottom view buckets (bathyscopes). Tactile methods were employed, particularly in streambanks under submerged rootmats. All freshwater bivalves were recorded and returned to the substrate. Timed survey efforts provided Catch Per Unit Effort (CPUE) data for each species. Relative abundance for freshwater snails and freshwater clam species were estimated using the following criteria: ➢ (VA) Very abundant > 30 per square meter ➢ (A) Abundant 16-30 per square meter ➢ (C) Common 6-15 per square meter ➢ (U) Uncommon 3-5 per square meter ➢ (R) Rare 1-2 per square meter ➢ (P-) Ancillary adjective "Patchy" indicates an uneven distribution of the species within the sampled site. 4.3 Results A total of 10.7 person hours of survey time were spent in the reach, with low numbers of five species of freshwater being found (Table 2). Table 2. CPUE for Freshwater Mussels in Lanes Creek Scientific Name Common Nam:e7l # live shell Abundance/ CPUE Freshwater Mussels CPUE lliptio complanata Eastern Elliptio 1,13 0.09/hr yganadon cataracta Eastern Floater 5,23 0.47/hr Uniomerus carolinianus Florida Pondhorn 1,3 0.09/hr Strophitus undulatus Creeper 0,3 Villosa delumbis lEastern Creekshell 2, 10 0.19/hr Freshwater Snails and Clams Relative Abundance B-5795 Lanes Creek Mussel Survey Report March 2019 Job# 18-316 Page 8 Scientific Name Common Name # live shell Abundance/ CPUE Cam eloma decisum Pointed Cam eloma P-C orbicula fluminea Asian Clam C elisoma ance s wo-rid e Ramshorn P-C h sella s Ph sid P-C 5.0 DISCUSSION/CONCLUSIONS The results indicate that the study area supports low abundance of freshwater mussels of five relatively common species. Two additional species not located in the previous September 2016 survey (Florida Pondhorn and Creeper) were found during this effort. The Carolina Heelsplitter, Atlantic Pigtoe, and Brook Floater were not found during the surveys, but based on habitat and associate species present, they do have the potential to occur in the reach. Based on these survey results, impacts are unlikely to occur in the study area. Strict adherence to erosion control standards should minimize the potential for any adverse impacts to occur. Biological conclusions on potential impacts from the project are provided below. Biological Conclusion Carolina Heelsplitter: May Affect Not Likely To Adversely Affect Biological Conclusion Atlantic Pigtoe: May Affect Not Likely To Adversely Affect The USFWS is the regulating authority for Section 7 Biological Conclusions and as such, it is recommended that they be consulted regarding their concurrence with the finding of this document. While the Brook Floater is not currently federally protected and no biological conclusion is necessary at the time of the writing of this report, if the species were to receive federal protection the appropriate biological conclusion is as follows: Biological Conclusion Brook Floater: May Affect Not Likely To Adversely Affect B-5795 Lanes Creek Mussel Survey Report March 2019 Job# 18-316 Page 9 6.0 LITERATURE CITED Adams, W. F., J. M. Alderman, R. G. Biggins, A. G. Gerberich, E. P. Keferl, H. J. Porter, and A. S. Van Devender. 1990. A report on the conservation status of North Carolina's freshwater and terrestrial molluscan fauna. N.C. Wildlife Resources Commission, Raleigh. 246 pp, Appendix A, 37 pp. Alderman, J. M. 1995. Monitoring the Swift Creek Freshwater mussel community. Unpublished report presented at the UMRCC symposium on the Conservation and Management of Freshwater Mussels II Initiative for the Future. Rock Island, IL, UMRCC. Bogan, A.E. 2002. Workbook and key to the freshwater bivalves of North Carolina. North Carolina Freshwater Mussel Conservation Partnership, Raleigh, NC, 101 pp, 10 color plates. Clarke, A.H. 1981. The tribe Alasmidontini (Unionidae: Anodontinae), Part I: Pegias, Alasmidonta, and Arcidens. Smithsonian Contributions to Zoology 326:1-101. Clarke, A.H. 1985. The tribe Alasmidontini (Unionidae: Anodontinae), Part II: Lasmigona and Simpsonaias. Smithsonian Contributions to Zoology, 399: 75. Conrad, T.A. 1834. New freshwater shells of the United States, with coloured illustrations; and a monograph of the genus Anculotus of Say; also a synopsis of the American naiades. J. Dobson, 108 Chestnut Street, Philadelphia, Pennsylvania. 1-76, 8 pls. Conrad, T.A. 1835. Additions to, and corrections of, the Catalogue of species of American Naiades, with descriptions of new species and varieties of Fresh Water Shells. Pp. 18, 9. Appendix to: Synoptical table to New freshwater shells of the United States, with ccoloured illustrations; and a monograph of the genus Anculotus of Say; also a synopsis of the American naiades. J. Dobson, 108 Chestnut Street, Philadelphia, Pennsylvania. Eads, C.B. and J.F. Levine. 2011. Refinement of Growout Techniques for Four Freshwater Mussel Species. Final Report submitted to NC Wildlife Resources Commission, Raleigh, NC. 15pp. Ellis, M. M. 1936. Erosion Silt as a Factor in Aquatic Environments. Ecology 17: 29-42. Fuller, S.L.H. 1977. Freshwater and terrestrial mollusks. In: John E. Cooper, Sarah S.Robinson, John B. Fundeburg (eds.) Endangered and Threatened Plants and Animals of North Carolina. North Carolina State Museum of Natural History, Raleigh. Fuller, S. L. H. and C. E. Powell. 1973. Range extensions of Corbicula mandensis (Philippi) in the Atlantic drainage of the United States. Nautilus 87(2): 59. Goudreau, S. E., R. J. Neves, and R. J. Sheehan. 1988. Effects of Sewage Treatment Effluents on Mollusks and Fish of the Clinch River in Tazewell County, Virginia. USFWS: 128 pp. B-5795 Lanes Creek Mussel Survey Report March 2019 Job# 18-316 Page10 Johnson, R.I. 1970. The systematics and zoogeography of the Unionidae (Mollusca: Bivalvia) of the southern Atlantic slope region. Bulletin of the Museum of Comparative Zoology. 140: 263-449. Keferl, E.P. 1991. "A status survey for the Carolina heelsplitter (Lasmigona decorata). A freshwater mussel endemic to the Carolinas." Unpublished report to US Fish and Wildlife Service. Keferl, E.P. and R.M. Shelly 1988. The Final Report on a Status Survey of the Carolina Heelsplitter, (Lasmigona decorata), and the Carolina elktoe, (Alasmidonta rohusta), Unpublished Report to the U.S. Dept of the Interior, Fish and Wildlife Service: 47. Lamarck, J.B.P.A. 1815-1822. Histoire naturelle des Ammaux sans Vertebres. 8 volumes. Lea, I. 1852. Descriptions of new species of the family Unionidae. Transactions of the American Philosophical Society, 10 (New Series): 253-294, 218 plates. Marking, L.L., and T.D. Bills. 1979. Acute effects of silt and sand sedimentation on freshwater mussels. Pp. 204-211 in J.L. Rasmussen, ed. Proc. of the UMRCC symposium on the Upper Mississippi River bivalve mollusks. UMRCC. Rock Island IL. 270 pp. Master, L. 1986. Alasmidonta heterodon: results of a global status survey and proposal to list as an endangered species. A report submitted to Region 5 of the U.S. Fish and Wildlife Service. 10 pp. and appendices. McMahon, R. F. and A. E. Bogart. 2001. Mollusca: Bivalvia. Pp. 331-429. IN: J.H. Thorpe and A.P. Covich. Ecology and classification of North American freshwater invertebrates. 2ndedition. Academic Press. Neves, R.J. 1993. A state of the Unionids address. Pp. 1-10 in K.S. Cummings, A.C. Buchanan, and L.M. Kooch, eds. Proc. of the UMRCC symposium on the Conservation and Management of Freshwater Mussels. UMRCC. Rock Island IL.189 pp. Neves, R. J. and J. C. Widlak. 1987. Habitat Ecology of Juvenile Freshwater Mussels (Bivalvia: Unionidae) in a Headwater Stream in Virginia. American Malacological Bulletin 1(5): 1- 7. North Carolina Department of Environmental Quality (NCDEQ) - Division of Water Resources. 2019a. 2016 North Carolina 303(d) List. https://deq.nc.gov/about/divisions/water- resources/planning/modeling-assessment/water-quality-data-assessment/integrated- report-files North Carolina Department of Environmental Quality (NCDEQ) - Division of Water Resources. 2019b. NPDES Wastewater Facilities. Accessed January 23, 2019. https: //nedenr.maps. arcgis. com/apps/webappviewer/index.html?id=4ca77e79b68 e466cbc ae9713a28dde7d B-5795 Lanes Creek Mussel Survey Report March 2019 Job# 18-316 Page 11 North Carolina Natural Heritage Program (NCNHP). 2019. Biotics Database. Division of Land and Water Stewardship. Department of Natural and Cultural Resources. January 2019 version. O'Dee, S.H., and G.T. Waters. 2000. New or confirmed host identification for ten freshwater mussels. Pp. 77-82 in R.A. Tankersley, D.I. Warmolts, G.T. Waters, B.J. Armitage, P.D. Johnson, and R.S. Butler (eds.). Freshwater Mollusk Symposia Proceedings Part 1. Proceedings of the Conservation, Captive Care and Propagation of Freshwater Mussels Symposium. Ohio Biological Survey Special Publication, Columbus. O'Neill, C. R., Jr., and D. B. MacNeill. 1991. The zebra mussel (Dreissena polymorpha): an unwelcome North American invader. Sea Grant, Coastal Resources Fact Sheet. New York Sea Grant Extension. 12 pp. Ortmann, A.E. 1919. A monograph of the naiades of Pennsylvania. Part III: Systematic account of the genera and species. Memoirs of the Carnegie Museum 8(1):xvi-384, 21 pls. Pennak, R. W. 1989. Fresh -water Invertebrates of the United States, Protozoa to Mollusca. New York, John Wiley & Sons, Inc. Savidge, T. W., J. M. Alderman, A. E. Bogan, W. G. Cope, T. E. Dickinson, C. B. Eads,S. J. Fraley, J. Fridell, M. M. Gangloff, R. J. Heise, J. F. Levine, S. E. McRae, R.B. Nichols, A. J. Rodgers, A. Van Devender, J. L. Williams and L. L. Zimmerman. 2011. 2010 Reevaluation of Status Listings for Jeopardized Freshwater and Terrestrial Mollusks in North Carolina. Unpublished report of theScientific Council on Freshwater and Teresstrial Mollusks. 177pp. Smith, D. 1981. Selected freshwater invertebrates proposed for special concern status in Massachusetts (Molluscs, Annelida, Arthropoda). MA Dept. of Env. Qual. Engineering, Div. of Water Pollution Control. 26 pp. Starnes, W.C. and G.M. Hogue 2005. Investigations into potential fish hosts for the Carolina Heelsplitter Mussel (Lasmigona decorata). Final Draft Unpub. Report to U.S. Fish and Wildlife Service, Asheville, NC. 29 pp. plus appendices. Strayer, D. L., S. J. Sprague and S. Claypool. 1996. A range -wide assessment of populations of Alasmidonta heterodon, an endangered freshwater mussel (Bivalvia: Unionidae). J.N. Am. Benthol. Soc., 15(3):308-317. U.S. Fish and Wildlife Service (USFWS). 1992a. Special report on the status of freshwater mussels. U.S. Fish and Wildlife Service (USFWS). 1992b. Endangered and Threatened species of the southeast United States (The Red Book). FWS, Ecological Services, Div. of Endangered Species, Southeast Region. Govt Printing Office, Wash, DC: 1,070. B-5795 Lanes Creek Mussel Survey Report March 2019 Job# 18-316 Page 12 U.S. Fish and Wildlife Service (USFWS). 1996. Revised Technical/Agency Draft Carolina Heelsplitter Recovery Plan, Atlanta, GA: 47. U.S. Fish and Wildlife Service (USFWS). 2002. Endangered and Threatened Wildlife and Plants; Designation of Critical Habitat for the Carolina Heelsplitter; Final Rule, Dept of the Interior. Federal Register 67(127):44501-44522. U.S. Fish and Wildlife Service (USFWS) 2007. Draft Carolina Heelsplitter (Lasmigona decorata) 5-Year Review: Summary and Evaluation, Asheville, NC, 34 pp Virginia Department of Game and Inland Fisheries (VDGIF). 2014. Atlantic Pigtoe Conservation Plan. Bureau of Wildlife Resources. VDGIF, Richmond, VA. 31 pp. Williams, J.D., M.L. Warren Jr., K.S. Cummings, J.L. Harris, and R.J. Neves. 1993.Conservation status of the freshwater mussels in the United States and Canada. Fisheries 18(9):6-22. Wolf, E.D. 2012. Propagation, Culture, and Recovery of Species at Risk Atlantic Pigtoe. Virginia Tech Conservation Management Institute, Project No. 11-108. 55pp. B-5795 Lanes Creek Mussel Survey Report March 2019 Job# 18-316 Page 13 APPENDIX A Figures B-5795 Lanes Creek Mussel Survey Report March 2019 Job# 18-316 Page 14 Prepared Fov Y Freshwater Mussel Survey B-5795: Bridge No. 217 on SR 1654 over Lanes Creek l Prciect Vicinity & Survey Reach Anson County, North Carolina nae January 2019 III" 0 50 100 Feel r r Joe No, 18-316 Uennn tlr Chac*od Ry LSC 7 Figure 1 Job# 18-316 Page 15 IN + q de 'Jk NC 24 NC 27 + FCOD, 22087 V5 601 X N4 0 GAY W ,/E' 0 1 D: 0 21454 + Vto + N. ..4 A M., D, EO ID: 21776 6j k,.%b Bridge 217 40 g'" NCNHP Element Occurrence Carolina Heelsplitter EO ID: 22093 Atlantic Pigtoe Brook Floater Stream 't County Boundary (0 Op en, e�ef Map �� %n) can I N3.r s. CC:8:Y�6JA st Prepared For Freshwater Mussel Survey B-5795: Bridge No 217 on SIR 1654 over Lanes Creek Dale January 2019 Figure Scale o 1 2 W- Ar.3,4 NCNHP Element Occurrences Job No 18-316 Anson County, North Carol! LSC "'TID t � l Norwood WWTP (NC0021628) t 4 f �I v � t '1 OpenStre&M4 (and) �6Y ,1lIEf;Pj ;-PwedFor Freshwater Mussel Survey J` B 5795: Bridge No. 217 on SR 1654 c� over Lanes Greek 303(d) Listed Streams and ��1df�3N1`' NPDES Discharges Anson County, North Carolina Pee Dee Nldrnnn! Wildlife Helu r G e.r )itutors. -BY-SA rr''M January 2019 ,Hale L OS 1 Miles L. !! .we No 18-316 uw-n By Cnerkod Ow LSC I T Figure BP10.R049) Questionnaire: Existing Structure: Can the existing bridge/culvert be removed during the winter months November 16 - March 14 ? According to the contract time, the existing bridge should be able to be taken out by Winter Month. However, it is up to contractor choice to do it outside of winter months as well. Trees: Can the trees in the project footprint be cut during the winter months (November 16 - March 14)? Yes Blasting: Will blasting be used for thisproject? If so, will it occur between March 15 and November 15? Not Anticipated Percussive Activities: What type of percussive activities will occur? (e.g., pile driving, guardrail installation Pile driving during bridge construction and guardrail installation Lighting: Will temporary lighting for nighttime construction be necessary between March 15 and November 15? Does permanent lighting exist in the project area and if so, will it be removed, or will new lighting be added as a result of theproject? No lighting is proposed for this project. NCDOT Division 10 Bridge Replacement Bridge No. 217 on SR 1654 over Lanes Creek — PCN for RGP 50 Attachment F No Archaeological Survey Required Form, Historic Architecture and Landscapes No Survey Required Form Project Tracking No. (Internal Use) 16-02-0049 ,r t HISTORIC ARCHICTECTURE AND LANDSCAPES NO SURVEY REQUIRED FORM ' This form only pertains to Historic Architecture and Landscapes for this project. It " is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PROJECT INFORMATION Project No: B-5795 County: Anson WBS No.: 45749.1.1 Document PCE or MCC Type: _ Fed. Aid No: BRZ-1654(003) Funding: ❑State ®Federal Federal ® Yes ❑ No Permit NWP 3 or NWP 14 Permits : T e s : Project Description: Replace Bridge No. 217 over Lanes Creek on SR 1654 (Morton Road). Replace structure at existing location. The area of potential effects is 75 feet either side from the centerline of the roadway/bridge and 300 feet from either end of the bridge. Project length is approximately 600 feet. New right-of-way is proposed from the existing 60 feet but the amount will vary. There will be an off -site detour but no work is anticipated on the detour route. Temporary and permanent easements are required for this project. SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW Description of review activities results and conclusions: Review of HPO quad maps, HPOweb GIS mapping, historic designations roster, and indexes was conducted on 2/16/16. Based on this review, there are no existing NR, SL, DE, LD or SS properties in the Area of Potential Effects (APE). Built in 1957, Bridge No. 217 is not eligible for listing to the National Register of Historic Places (NRHP) according to the North Carolina Historic Bridge Inventory. Tax records and aerial imagery indicate that there are no properties in the APE over the age of fifty years old. The APE is located in the northwest corner of Anson County and consists of wooded areas and cleared farmland. Therefore, because there are no potential historic resources within the APE, a survey will not be required for this project. Historic Architecture and Landscapes NO SUI2 VGY RIiQUIRIiD form for Minor Transportation Projects as Qoahjied in the 2007 Programmatic Agreement. Page 1 of 2 Why the available information provides a reliable basis for reasonably- redicti tg that there are no unidentified si ni rcant historic architectural or landscape resources in the ro'ect area: HPO quad maps, HPOweb GIS mapping, Google Street View, Google maps and Anson County property records are considered valid tools for the purposes of determining the likelihood of historic resources being present. A survey is not required for this project. SUPPORT DOCUMENTATION ®Map(s) []Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL HISTORIAN Historic Architecture and Landscapes -- NO SURVEY REQUIRED 02 / Ilp NCDOT Architectural Historian Date Historic Architecture and Landscapes NO SURVEY RGQUIREDjorin for Mina• 7ransporialion Projects as Quali +rd in the 2007 Prograoanatic Agreement. Page 2 of 2 A4 L»a}SYJJfi ( n � � Ill _i '..�N"O\' r � ��•�' •r1:O�::L '• i e ni ci z di M 'a .1 In Project Tracking No. r 16-02-0049 o NO ARCHAEOLOGICAL SURVEY REQUIRED FORM s This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not r valid for Historic Architecture and Landscapes. You must consult separately with the Historic Architecture and Landscapes Group.�� PROJECT INFORMATION Project No WBS No B-5795 45749.1.1 F.A. No: BRZ-1654(003) Federal Permit Required? ® Yes County: Document: Anson Libr Or Mcc Funding: ❑ State ® Federal ❑ No Permit Type: nwp 3 Project Description: NCDOT proposes to replace Bridge No. 0217 on SR 1654 (Morton Rd.) over Lane's Creek north of Polkton in Anson County. The undertaking involves the bridge replacement, in place, with an offsite detour. Detailed design mapping was not available at the time of the review. This is proposed as a replace -in -place bridge with an offsite detour. The new bridge may feature a wider deck or may be higher and new ROW and/or construction easements may be required for fill, cuts and drainage. For purposes of this archaeological review, the maximum archaeological Area of Potential Effects (APE) is approximately 75 feet to either side of the bridge centerline. A maximum project length of about 600 feet along SR 1654, centered on the bridge, will taper back into the existing roadway facility at each end. This is a federally funded project and a Nation Wide Permit 3 is anticipated from USACE, therefore, this is a federal undertaking and Section 106 of the National Historic Preservation Act applies for archaeological review. SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: USGS mapping (Polkton) and aerial photography was studied (see Figures 1 and 2). The immediate surroundings along SR 1654 and Bridge No. 0217 are undeveloped on the wooded, sloped terrain west of Lee Creek and relatively level agricultural land east of the creek. SR 1654 may be a soil road. Virtual drive -by was unavailable using Bing or Google Maps. No cemeteries were noted on USGS mapping or the cemetery database maintained by NCDOT archaeologist Paul Mohler. The Office of State Archaeology was visited in February, 2016, to review archaeological mapping and reference any known archaeological surveys and sites. Few studies were noted in the broader vicinity within the county, perhaps due to a lack of development. Three locations close to Bridge No. 0217 were labeled as having environmental review for archaeology, including the bridge itself. Little information could be found on these reviews with the exception of ER 02-10259, a curve realignment about 4000 feet north along SR 1613 (Lee Road). For that project, no survey was recommended by HPO/OSA based on modifications to an existing road that contained no known sites. Information could not be tracked down about the review for a minor bridge 2000 feet to the north or the current structure, subject of this current consideration. Neither apparently resulted in recommendations for archaeological survey, based on symbology present on scanned mapping, probably in part, like the previously mentioned project, to the limited scale of new disturbances. No known archaeological sites are present in within the APE or broader vicinity. Soils for this undertaking mainly involve the fairly sloped Badin-Goldston complex on the west side of Lane's Creek (BgC, 8-15 percent slope) along with Goldston channery silt loam (GoE, 25-45 percent slopes) and Shellbluff loam (ShA, 0-2 percent slopes, occasionally flooded) east of the creek. The terrain on the west is not likely to have archeological remains, especially not intact deposits, based on the degree of slope. On the approach from the east, the soil is more attractive for habitation, being both level and fairly drained. However, impacts from the construction of the current SR 1654 and plowing have likely "No ARCHAEOLOGY SURVEY REQUIRED " form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement. 1 of 4 Project Tracking No.: 16-02-0049 compromised the soil stratigraphy. Since this project is a Low Impact Bridge Replacement (LIBR) with an offsite detour, impacts will be limited. For this undertaking, the proposed replace in place bridge project will have a relatively confined construction footprint. New ROW or easements may be required resulting in a somewhat expanded construction footprint, however, an offsite detour is available for use minimizing local impact. No survey is recommended for this undertaking as currently proposed. Brief Explanation of why the available information provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE: This project involves replacing a bridge in place with an offsite detour. While some new ROW and easements may be required, existing disturbances associated with the construction of the current facility and plowing have altered the landscape, diminishing potential archaeological integrity on the eastern half of the project with more favorable soils. The other half of the project APE, on the west, is too sloped to expect encountering archaeological remains of human habitation, especially ones that would be intact. There are no known sites within the APE. No archaeological survey is recommended. Therefore, this federally funded and permitted undertaking should be considered compliant with Section 106. SUPPORT DOCUMENTATION See attached: ® Map(s) ❑ Previous Survey Info ❑ Photocopy of County Survey Notes FINDING BY NCDOT ARCHAEOLOGIST CDOT ARCHAEOLOGIST ❑ Photos ❑Correspondence Other: 2/14/2017 Date "No ARCHAEOLOGY SURVEYREQUIRED"formfor the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement. 2 of 4