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HomeMy WebLinkAbout20190199 Ver 1_17BP10R112 Anson 19 No Archaeological Survey form_20190213Project Tracking No. 18-04-0017 oa�� NO ARCHAEOLOGICAL SURVEY RE UIRED FORM � ,,�.,_::�:..�.,.,.�.:: Q '� �� This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ��.' , �� }p , �; ��:. ¢,� o�i. valid for Histaric Architecture and Landscapes. You must consult separately with the ;. ���n `�; . � �;.��`� Historic Architecture and Landscapes Group. ��'Q. PROJECT INFORMATION Project No: WBS No: 17BP.10.R.112 Federal Aid No: Federal Permit Required? � Yes County: Anson Document Funding: ❑ No State Minimum Criteria Checklist � State ❑ Federal Permit USACE Type: Project Description: Replace bridge 19 on SR 1710 (Allen Rd.) over Cedar Creek in Anson County. The Area of Potential Effects (A.P.E.) is approximately 241 meters (792 ft.) long and 18 meters (60 ft.) wide. Preliminary design plans show the bridge replacement will not impact any areas outside of the existing right of way. The project is State-funded and will require Federal permits. No easements will be required. SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: The review included an examination of a topographic map, the Anson County soil survey, an aerial photograph, and listings of previously recorded sites, previous archaeological surveys, and previous environmental reviews at the Office of State Archaeology (O.S.A.). SR 1710 is oriented northwest-southeast, but is considered north-south for this review. The topographic map (Ansonville) shows the A.P.E. is located in a wide stream valley. The landforms in the A.P.E. are level floodplains on each side of the creek, and the base of a ridge toe on each side. Level floodplains, if well-drained, have a moderate to high potential for archaeological sites. The floodplain on both sides of the stream are depicted as wooded, often an indicator that they are poorly-drained (not suitable for agriculture). Level ridges overlooking floodplains can have potential for archaeological sites under the right conditions. The Anson County soil survey shows the soils in the A.P.E. are Chewacla loam (0-2% slopes), frequently-flooded in the floodplains, and Pinoka-Carbonton complex (2-8% slopes) on the ridges. Chewacla loam is described as a somewhat poorly-drained soil found on flood plains. The Pinoka-Carbonton complex is a well-drained soil found on interfluvs, ridges between two valleys. The aerial photograph shows that the A.P.E. is wooded. There are no structures along the road. A review of information at the O.S.A. shows no previously recorded archaeological sites within or adjacent to the A.P.E. The A.P.E. is not within an areas that have been previously surveyed for archaeological sites. There are no projects in the A.P.E. that have been reviewed by the State "No ARCHAEOLOGYSURVEYREQUIRED " form for Minor Transportation Projects as Qualified in the 201 S Programmatic Agreement. 1 of 7 Project Tracking No. 18-04-0017 Historic Preservation Office (HPO). 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 landforms within the A.P.E. have a low to moderate potential for archaeological sites. The A.P.E. includes land within the existing right of way. SUPPORT DOCUMENTATION See attached: � Map(s) ❑ Previous Survey Info ❑ Photocopy of County Survey Notes FINDING BY NCDOT ARCHAEOLOGI5T NO ARCHAEOLOGY SURVEYREOUIRED Caleb Smith NCDOT ARCHAEOLOGIST II ❑ Photos ❑Correspondence Other: 8/17/2018 Date `iVo ARCHAEOLOGYSURVEYREQUIRED" form for Minor Transportation Projects as Qualified in the 201 S Programmatic Agreement. 2 of 7 "No ARCHAEOLOGYSURVEYREQUIRED" for�n for Minor Transportation Projects as Qualified in the 2015 Programmatic Agreement. 3 of 7 ,="�^ � , �..� ,-, � , � ���- �� __� _ - r .. i . r--� �1 � � f f .� .;.a � �4•' : � � - . � - � ' l� -� � � � ,., , _.w. � .., v „� . . r . .. .k t '`•. .. .. �! f � � f� ;1 'yl • -...--i � He+�gii ?.rhid -� � ,'• � � -� � . r"` *'i. � � � � � - �f� . 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