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HomeMy WebLinkAbout20200233 Ver 1_MCDC Br 15 Stokes_20200212Bridge No 15 over Vade Mecum Creek Stokes County, NC 17BP.9.R.98 MINIMUM CRITERIA DETERMINATION CHECKLIST TIP Project No.: W.B.S. Project No.: 17BP.9.R.98 Project Location: Bridge #15 over Vade Mecum Creek on NC 66 in Stokes County. Project Description: This project proposes to replace Stokes County Bridge No. 15 on NC 66 over Vade Mecum Creek. Bridge No. 15 is a reinforced concrete, luten arch bridge constructed in 1935. It has a 19-foot long span and is located at the head of a hairpin turn on NC 66. The roadway is a minor arterial and a designated bike route The replacement structure will be a 60-foot long, double -barrel, reinforced concrete, box culvert with each barrel at 10 feet by 8 feet. The new culvert will be buried 1 foot. The approach roadway will extend 340 feet to the south and 290 feet to the north. The approaches will include two 12-foot travel lanes and 8-foot shoulders. Six feet of the shoulders will be paved. It will be designed as a Rural NC Route using Sub -Regional Tier Guidelines with a 55 mile per hour design speed. Design standard for sensitive watersheds will be utilized during construction. Traffic will be detoured off -site during construction utilizing Taylor Road for approximately 2.5 miles (see Figure 1). Purpose and Need: NCDOT Bridge Management Unit records indicate Bridge No. 15 has a sufficiency rating of 49.96 out of a possible 100 for a new structure. The bridge is considered structurally deficient due to advanced scour and undermining at near and far footings. Components of this 80+ year -old structure have experienced increasing deterioration that can no longer be addressed by maintenance activities. The bridge is approaching the end of its useful life and needs replacement. Anticipated Permit or Consultation Requirements: Figure 2 (attached) illustrates the study area for the project. The proposed project will replace the arch bridge with a 60-foot long, double barrel box culvert. In addition, 50 feet of riprap will be used to stabilize the banks up and downstream of the new culvert. A Nationwide Permit 14 will likely be required for impacts to Vade Mecum Creek. A corresponding NCDWQ Section 401 Water Quality General Certificate may be required prior to the issuance of a Section 404 Permit. The USACE holds final discretion as to what permit(s) will be required to authorize project construction. According to the Department of Water Resources (DWR) Surface Water Classification Program the Vade Mecum Creek is Class B. Special Project Information: 07/09/19 Bridge No 15 over Vade Mecum Creek Stokes County, NC 17BP.9.R.98 Protected Species: As of June 27, 2018, the US Fish and Wildlife Service (USFWS) lists five federally protected species for Stokes County. Federally protected species listed for Stokes County Scientific Name Common Name Federal Status Habitat Present Survey Date Biological Conclusion Percina rex Roanoke logperch E Yes 4/16/2019 No Effect Parvas ina collina James s in mussel E Yes 4/16/2019 No Effect Helianthus schweinitzii Schweinitz's sunflower E Yes 8/28/2018 May Affect Cardamine micranthera Small-anthered bittercress E Yes 4/30/2018 No Effect Myotis septentrionalis Northern long-eared bat T Yes Bridge only- 6/29/2017 May Affect E — Endangered, T — threatened Surveys have been conducted for the Small-anthered bittercress and Schweinitz's sunflower in the project area. For the Small-anthered bittercress, the surveys did not find any populations within its respective, appropriate habitat. Therefore, a Biological Conclusion of "No Effect" has been made for this species. A survey was conducted for Schweinitz's sunflower with the available habitat in the project area. The survey did not find specimens within the study area, however a known occurrence with low accuracy is located with 1 mile per NCNHP records dated in July 2018. Therefore, a Biological Conclusion of "May Affect — Not Likely to Adversely Affect" has been made for Schweinitz's sunflower. Surveys for James spineymussel and the Roanoke logperch, and additionally green floater (Lasmigona subviridis), were completed on April 16, 2019 in a 500-meter reach of Vade Mecum Creek. No individuals of any mussel species were found. No Roanoke logperch were identified. Additional information regarding this survey is included in the Aquatic Species Report completed for the project (RKK, May 22, 2019). A Biological Conclusion of "No Effect" was made for each of the three target aquatic species. A review of the USFWS Asheville Ecological Field Office website was conducted to identify locations of known hibernation and maternity site in western North Carolina for northern long-eared bat. According to the information reviewed, Stokes County does not have any known northern long-eared bat hibernation sites or maternity colonies. The biological conclusion for northern long-eared bat is "May Affect." Surveys were conducted of the existing bridge for the presence of bats, and no bats or evidence of bats was found. NCDOT has determined that Section 7 responsibilities have been fulfilled for the northern long-eared bat and the proposed action does not require separate consultation on the grounds that the action is consistent with the 4(d) rule, codified at 50 C.F.R. § 17.40(o) and effective February 16, 2016. For the proposed action, NCDOT has committed to the conservation measure listed below: 07/09/19 Bridge No 15 over Vade Mecum Creek Stokes County, NC 17BP.9.R.98 1) No alterations of a known hibernaculum's entrance or interior environment if it impairs an essential behavior pattern, including sheltering northern long-eared bats (January 1 through December 31); 2) No tree removal within a 0.25-mile radius of a known hibemaculum (January 1 through December 31); and 3) No cutting or destroying a known, occupied maternity roost tree or any other tree within a 150-foot radius from the known, occupied maternity roost tree during the period from June 1 through and including July 31. Estimated Traffic: Current 260 ADT Year 2025 580 ADT Design Exceptions: There are two design exceptions expected for this project. They include minimum horizontal curve radius and horizontal stopping sight distance (ssd). Pedestrian and Bicycle Accommodations: This portion of NC 66 is on statewide bicycle route NC4/North Line Trace. Paved shoulders are included in the bridge replacement design to accommodate bicycle traffic. Bridge Demolition: Bridge No. 15 is constructed of concrete and steel and should be possible to remove with no resulting debris in the water based on standard demolition practices. Historic Resources: NCDOT Cultural Resource staff reviewed the project study area for the presence of National Register eligible structures and archeology sites. No effect determinations were reached on both Historic Architecture (June 7, 2017) and Archeology (February 23, 2018). Environmental Commitment: Project commitments have been made for this project. A Green Sheet is attached. 07/09/19 Bridge No 15 over Vade Mecum Creek Stokes County, NC 17BP.9.R.98 PART A: MINIMUM CRITERIA YES NO 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? Category #9 If either category #8, # 12(i) or # 15 is used complete Part D of this checklist. PART B: MINIMUM CRITERIA EXCEPTIONS 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? "Pending outcome of stream survey to be completed for James spineymussel. See attached Green Sheet. 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? 07/09/19 Bridge No 15 over Vade Mecum Creek Stokes County, NC 17BP.9.R.98 YES NO 8. Is the proposed activity expected to have a significant adverse effect on ❑ long-term recreational benefits or shellfish, finfish, wildlife, or their natural habitats 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 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? 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? 07/09/19 Bridge No 15 over Vade Mecum Creek Stokes County, NC 17BP.9.R.98 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. PART D:( To be completed when either category #8, 120) or #15 of the rules are used, 16. Project length: 17. Right of Way width: 18. Project completion date: 19. Total acres of newly disturbed ground surface: 20. Total acres of wetland impacts: 21. Total linear feet of stream impacts: 22. Project purpose: Reviewed by: Date Amy Euliss Division 9 Environmental Officer Date Daniel Dagenhart Division 9 Bridge Project Manager Date Martha Register Simpson Engineers & Associates 07/09/19 Bridge No 15 over Vade Mecum Creek Stokes County, NC 17BP.9.R.98 07/09/19 Bridge No 15 over Vade Mecum Creek Stokes County, NC l 7BP.9.R.98 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. PART D:( To be comBleted when either category #8,12{i) or #15 of the rules are used. 16. Project length: 17. Right of Way width: 18. Project completion date: 19. Total acres of newly disturbed ground surface: 20. Total acres of wetland impacts: 21. Total linear feet of stream impacts: 22. Project purpose: Reviewed bv: Date Amy Euliss Division 9 Environmental Officer Date Daniel Dagenhart Division 9 Bridge Project Manager Da a Marta Register Simpson Engineers & Associates 07/09/ 19 PROJECT COMMITMENTS Stokes County Bridge No. 15 on NC 66 Over Vade Mecum Creek W.B.S. No. 17BP.9.R.98 Coordination with Stokes County Schools In order to have time to adequately reroute school buses, Stokes County Schools will be contacted at least one month prior to road closure by NCDOT Division 9. Coordination with Stokes County Emergency Services Stokes County Emergency Services will be contacted by NCDOT Division 9 at least one month prior to road closure to make the necessary temporary reassignments to primary response units. Threatened and Endangered Species Division 9 will complete any required consultations for Schweinitz's sunflower. The Division will adhere with the conditions agreed upon with the USFWS through the consultation process. Design Standards Design standards for sensitive watersheds will be utilized during project construction. Figure 1: Vicinity Map & Detour Route State Project No. 17.BP.9.R.98 Replace Bridge 15 on NC 66 over Vade Mecum Creek Detour Route N 0 0.25 0.5 1 Miles STOKES :ZOW � OF T I 0 o�nta�n � ago Sa 4? Project Location NC Floodplain M Analysis (NCCG Program, NC Center for Geographic Information & PY, rrolecr a racKingivo. pntemax vse� 17-05-0062 HISTORIC ARCHITECTURE 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: County: Stokes WES No.: 17BP.9. R.98 Document T e: Fed. Aid No: Funding: X State Federal Federal Permits : X Yes No Permit I T e s : USACE Project Description: Replace Bridge No. 15 on NC 66 over Vade Mecum Creek (no off - site detour specified in review request). SUMMARY OF HISTORIC ARCHITECTURE AND LANDSCAPES REVIEW DESCRIPTION OF REVIEWACTIVITIES, RESULTS, AND CONCLUSIONS: HPOWeb reviewed on 7 June 2017 and yielded no NR, SL, SS, LD, or DE properties in the Area of Potential Effects (APE). Stokes County current GIs mapping, aerial photography, and tax information indicated a mostly wooded APE with above -ground resources dating to the 1960s and 1990s (viewed 7 July 2017). The circa-1960 commercial building, standing approximately 450 feet east of the existing bridge, is an unexceptional example of its type. Built in 1935, Bridge No. 15 is not eligible for the National Register according to the NCDOT Historic Bridge Inventory as it is not architecturally, historically, or technologically significant. Google Maps "Street View" confirmed the absence of critical architectural and landscape resources in the APE (viewed 7 June 2017). No architectural survey is required for the project as currently defined. WHY THE AVAILABLE INFORMATION PROVIDES A RELIABLE BASIS FOR REASONABLY PREDICTING THAT THERE ARE NO UNIDENTIFIED SIGNIFICANT HISTORIC ARCHITECTURAL OR LANDSCAPE RESOURCES IN THEPRO.IECTAREA: APE extends 400 feet from either end of the existing bridge (NW -SE) and 150 feet to either side of the NC 66 centerline (NE -SW) to encompass proposed construction activities. The comprehensive county architectural survey (1988-9) and later investigations recorded no properties in the APE. County GIS/tax materials and other visuals support the absence of significant architectural and landscape resources. No National Register -listed properties are located within the APE. Should the design of the project change, please notify NCDOT Historic Architecture as additional review may be necessary. SUPPORT DOCUMENTATION X Map(s) ❑Previous Survey Info. ❑Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL HISTORIAN Architecture and Landscapes -- NO SURVEY REQUIRED NCDOT Architectural Historian Date Haslorrc Archileclrar mid landscapes NO SURVEY REQ(1IRL'O f rm for Minor T ransporlalion hojrcls as Qualrfierl in lire 2007 Pobgraminafic Agreement. Vats 00 a to Old Orchard lio -� a�ject Area a f=f16 SJd9 Uy q. (;'"�' }G t;llar !I� STOKES A 4fUi u� 7.. �b Gap Bridge No. 15 Replacement WBS No. 17BP.9.R.98 NCDOT — Historic Architecture June 2017 Tracking No. 17-05-0062 Mickey Rd Stokes County Base map: H PQWeb, nts Project Tracking No.: 17-05-0062 oa NO ARCHAEOLOGICAL SURVEY REQUIRED FORM '. This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not '; valid for Historic Architecture and Landscapes. You must consult separately with the Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No: WBS No WIMMO Bridge No. 15 County: Stokes 17BP.9.R.98 Document: M C C Federal Permit Required? Funding: ® State ❑ Federal ® Yes ❑ No Permit Type: tbd Project Description: NCDOT proposes to replace the circa 1935 Bridge No. 15 on NC 66 over Vade Mecum Creek in Stokes County, west of Hanging Rock State Park. The project length provided is listed as 0.10 miles (528 feet). The new proposed ROW is noted as 100-120 feet. No further information was provided to inform this review regarding if the undertaking would be a replace -in -place project, a realignment to one side or the other of the existing bridge, or would involve either a temporary onsite detour or offsite (driving route) detour. There is little project information available on the NCDOT SharePoint/Connect site, nor on the ProjectStore. General road mapping shows that a potential detour under five miles using nearby Taylor Road (SR 1188) does potentially exist allowing for a simple replace -in -place construction, but that is only an observation by this reviewing archaeologist. The crossing is at a tight bend in the road which may also be a factor in proposed designs. For purposes of this investigation, there is an assumption that a conceptual bridge design could be located adjacent to the existing bridge on either side, allowing for a number of alternative options. Therefore, the Area of Potential Effects for the bridge project is defined as the stated length of the project, 528 feet, with a total width of 200 feet, all centered on the existing bridge. This is federally permitted project, therefore, the undertaking falls under Section 106 of the National Historic Preservation Act for purposes of archaeological review. SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: This undertaking involves constructing a new bridge with guardrails along NC 66, replacing the present 1930s bridge structure. The new bridge, for which a proposed cross section was provided, would widen from the current 18 feet with 4 feet of unpaved shoulders to 22 feet with 7 feet shoulders, about seven feet wider, and would include a gaurdrail. Much of the APE is already majorly altered by the construction of the existing NC 66 roadway and the bridge. USGS mapping (Hanging Rock) and aerial photography was studied (see Figures 1 and 2). The project area along NC 66 is wooded with some agriculture fields adjacent on the south side. A small pond is visible on certain aerials immediately southeast of the bridge, and becoming more visible in late 2008 when it may have been under construction. Soil types include Dan River and Comus soils (DaA, 0-4 percent slopes, occasionally flooded and well drained) on the eastern half of the APE and Sauratown channery fine sandy loam (SaD, 15-25 percent slopes) on the western half. The Dan River soils, being fairly level and well drained, are suitable for some past human activities, though are subject to flooding. The Sauratown channery fine sandy loam soils are generally considered too hilly for occupation. "No ARCHAEOLOGY SURVEY REQUIRED "form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement. 1 of 4 Project Tracking No.: 17-05-0062 Virtual drive -by was available on Google Maps, but not Bing. This examination confirmed conditions that were expected from topographic and aerial mapping, showing a short, narrow bridge over a ditch -sized stream. However, the street -view does not show the presence of a pond at the APE in 2007, which further suggests apparent earthmoving in seen in late 2008 aerial photography using Google Earth. The constructed pond would have majorly altered the soils on the southeast quadrant. Historic maps of Stokes County were examined. The 1934 soils map of Stokes County is detailed and accurate, reliably showing road configurations, streams as they existed at the time, and structures. Interestingly, the map shows a road present on the map, but shows the existing bridge as constructed in 1935, a year later. Apparently the map was not published until 1940. The 1940s Rural Delivery Routes map (US Post Office Department Cm912-85 1943u) shows the same configuration and crossing of NC 66, and importantly notes no structures nearby. Little changed in road configuration and mapping from the midcentury. The 1964 USGS quadrangle (Hanging Rock) shows the subject road, NC 66, with the nearby garage or shop a short distance to the east. A small number of environmental reviews for archaeology are recorded with the NC Office of State Archaeology near the project (ER 03-0430, others). Several archaeological sites are identified nearby on varying landforms and included 31 Skl02, 31 Skl03, 31 Skl60, 31 Sk 161 and 31 Skl76, though they are some distance away from the APE. No indication of a cemetery at the project location was suggested from USGS mapping, historic soils mapping, aerials, or driveby. Further, a GIS-based inventory of cemeteries does not show the presence of a cemetery. There are no known archaeological sites present at the APE. Recent construction of a pond has diminished probability of intact, significant archaeological sites. As a result of this review, we conclude that the likelihood of encountering intact, NRHP-eligible resources are low based on the nature (replacement of existing facility) and scale of undertaking within a largely disturbed context. The project should be considered compliant with Section 106. No archaeological 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: The construction of an existing road, NC 66, the 1930s bridge, and a new retaining pond has disturbed much of the APE's archaeological integrity. While realignment or an onsite temporary detour is possible, the scale of the bridge and creek is fairly small. Expectations of impacts to any intact, significant archaeological sites is low. Therefore, this federally 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 Y LOGIST ❑ Photos ❑Correspondence Other: 2/23/2018 Date "No ARCHAEOLOGY SUR VEY REQUIRED "form for the Amended Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement. 2 of 4 Project Tracking No.: 17-05-0062 a v y. q SR 1481 SR SR 7779 s s �r�6S SR�207I °Q g0 A a H a � a `.. y L`�fe'��ad3C ICcco -':.bra,C—g Figure 1. Vicinity of PA 17-05-0062, proposed Bridge No. 15 replacement on NC 66 over Vade Mecum. The APE is overlaid on an excerpt of USGS mapping (Banging Rock) and shown in yellow, circled black. "No ARCHAEOLOGY SUR VEY REQUIRED"faro+for the Amended Minor Transportation Projects" Qualified in the 2015 Programmatic Agreement. 3 of 4 Project Tracking No.: 17-05-0062 Figure 2. Aerial map of the PA 17-05-0062 Bridge No. 15 project area. The APE is shown in yellow. Contour lines, shown at 2- ft intervals, show the terrain. This APE covers several possible designs. Note the pond southeast of the bridge. "No ARCHAEOLOGY SUR VEY REQUIRED" form for the Amended Minor Transportation Projects as Quaked in the 2015 Programmatic Agreement. 4of4