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HomeMy WebLinkAbout20241275 Ver 1_Scalesville Rd Archaeology Form_20240922Project Tracking No.: 16-11-0023 NO NATIONAL REGISTER OF HISTORIC PLACES oa ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT FORM This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not 4 valid for Historic Architecture and Landscapes. You must consult separately with the d. Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No: B-4802 County: ROCKINGHAM WBS No: 38572.1.1.4 Document: PCE F.A. No: BRZ-1001(024) Funding: ❑ State ® Federal Federal Permit Required? ® Yes ❑ No Permit Type: Nw 3 OR Nw 4 Project Description: NCDOT proposes to replace Bridge No. 0018 over the Haw River on SR 1002 (Scalesville Road) in kind on the same alignment in Rockingham County. This is a federally funded project and USACE permitting is required the project. Therefore the bridge replacement is a federal undertaking and subject to Section 106 of the National Historic Preservation Act. Detailed designs were available for the project at the time of the review. This is a replace -in -place project with an offsite detour. Additional Right of Way (ROW) will be required adjacent to the bridge and approach for fill, drainage and guardrail replacement. Access to the existing driveway on the northwest quadrant, now close to the bridge to be replaced, will be shifted away from the Haw River for the first 35-45 feet, requiring slope stake lines up to about 60 feet from SR 1002. Overall, the project is about 600 feet in length along SR 1002, centered on the bridge. The width will expand to a maximum width of about 80 feet from the original ROW of 60 feet. The realigned driveway is an area of about 0.10 acres total, a portion of which has been modified for the construction of the current driveway access. An intensive archeological survey of the project APE was recommended on December 7, 2016 due to the new impacts on a landform with likely little modification which has an elevated probability for archaeological sites due to the River and adjacent tributary, drained and level terrain, and the presence of known archaeological sites in similar settings along the Haw River. Field work was conducted on December 12, 2016 and included a complete visual inspection of the APE and surroundings and limited subsurface testing. SUMMARY OF ARCHAEOLOGICAL FINDINGS An intensive archaeological survey was conducted of the APE on December 12, 2016 by NCDOT archaeologists Brian Overton and Caleb H. G. Smith. The archaeologists visually inspected the bridge, the floodplain, Haw River, roadway approaches and adjacent plowed field for any suggestion of above ground historic features such as building foundations, wells, cemeteries or previous crossings and roads, or exposed surface artifacts. No artifacts were noted in the APE. Generally, No such surface features were noted, nor were there flora that suggests that a domestic site or cemetery had been situated here. As noted on the "archaeological survey required form," we observe on historic maps that Scaleville Road (SR 1002) crossed the Haw River to the west of the current bridge. That crossing was relocated, represented by a built-up roadbed and launches for an earlier bridge. Wood bridge posts remain on the southwest bank of the Haw "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 1 of4 Project Tracking No.: 16-11-0023 River. The older road and related transportation features are outside of the current project APE and will not be affected by the undertaking. A single shovel test pit was excavated where the APE and ROW expands out on the north west bridge quadrant where the driveway will be shifted. Dug to a depth of about 45 cmbs, the sandy loam soils became stiffer towards the STP bottom. No cultural materials, artifacts, features or cultural horizons were noted or recovered when excavated and the soil was screened using '/4 inch hardware cloth. No further testing was conducted because of the limited scale of the driveway location and the surrounding modified terrascaping associated with drainage and the current driveway construction disturbances. No archaeological sites were identified as a result of this investigation and archaeological survey. No further archaeological effort is recommended for this project as it is currently proposed. If alternatives are developed at a later date that were not considered during this evaluation, please offer an opportunity for our comments. Should any cultural features or artifacts be discovered during the construction, please inform our office for additional consultation. The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed the subject project and determined: ® There are no National Register listed or eligible ARCHAEOLOGICAL SITES present within the project's area of potential effects. (Attach any notes or documents as needed) ❑ No subsurface archaeological investigations were required for this project. ® Subsurface investigations did not reveal the presence of any archaeological resources. ❑ Subsurface investigations did not reveal the presence of any archaeological resources considered eligible for the National Register. ❑ All identified archaeological sites located within the APE have been considered and all compliance for archaeological resources with Section 106 of the National Historic Preservation Act and GS 121-12(a) has been completed for this project. Brief description of review activities, results of review, and conclusions: SUPPORT DOCUMENTATION See attached: ® Map(s) ❑ Previous Survey Info ® Photos ❑Correspondence Signed: 12/14/2016 .00 NCDOT ARCHAEOLOGIST Date "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 2 of 4 P10, iA wl I 0 750 1,500 3,000 Feet I �ROCKIN, Ht d Project Tracking No.: 16-11-0023 •CM r � I �4 G q t , — ti.J � INGHAM ke H4�D D L- r XA Copynght:® 2013 National eogrdphic Society, ,7-cuhed, ConEen[ y no1 refl Na[io al G c's currenl. 7 map pal icy. Sources: National Geographic, ENEP-_ E, J S,A. A. 4�5&i1.0 r• NRG4TJ` GE BCD, QAA. ircrem ent P Corp. t 71 l� Figure 1. Excerpt of USGS mapping (Bethany and Lake Brandt) showing the general project vicinity and APE highlighted in yellow. The Haw Rivet i intersected by a tributary close the project. "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT " form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 3 of4 Project Tracking No.: 16-11-0023 0 50 100 200 i Feet 'Y 1 HA d Figure 2 Recent aerial photography overlaid with the project APE in yellow and STP location where the APE driveway will be relocated. The shovel test pit location tested the undisturbed portion of the high probability landform, though was negative. Location data was collected using a handheld GPS "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement. 4 of 4