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HomeMy WebLinkAbout20180453 Ver 1_AR15-10-0010NoSitesPresent_20180328Project Tracking No.: 15-10-0010 NO NATIONAL REGISTER OF HISTORIC PLACES �`p�`���.� ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES �,��='-�r��, �Q���� p�'f PRESENT FORM L� � � ��# t �; � This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ;-t���..:' � `'c�.: ° �� _ � < ¢.- ... �`�`�����.� � valid for Historic Architecture and Landscapes. You must consult separately with the � ����� Historic Architecture and Landscapes Group. PROJECT INFORMATION Project No: NA WBS No: F.A. No 17BP.12.R.53 NA Federal Permit Required? Project Description: County: Document Cleveland MCC Funding: � State ❑ Federal � Yes ❑ No Permit Type: NW3 Division 12 of the NCDOT proposes to replace Bridge No. 190 on SR 1005 (Ball Park Road) over Magness Creek in Cleveland County. According to the Archaeological Survey Required Form and construction plans, this bridge replacement will be conducted within an area that is approximately 607 feet (185 meters) long. Preliminary plans call for a 90-foot (27-meter) ROW. The proposed approximate 607-foot (185-meter) long by 90-foot (27-meter) wide APE encompasses an area measuring approximately 1.25 acres (.51 hectares). SUMMARY OF ARCHAEOLOGICAL FINDINGS Prior to commencement of the field survey, ECA conducted a background literature review to identify previously recorded cultural resources, including archaeological sites, features, or historic structures within the APE of Bridge No. 190. Sources reviewed included the files at the North Carolina Office of State Archaeology (OAS), the National Register of Historic Places (NRHP), the North Carolina Historic Preservation Office (NC SHPO) GIS service, the 2002 Lawndale, NC topographic map, and aerial photographs. Based on this review, a historic structure was identified immediately adjacent to the southeastern corner of the APE. Although the NCSHPO GIS does not contain any information regarding the structure, the Cleveland County GIS map indicates that the house was constructed in 1955. No previously identified sites, features, or historic structures were identified within the APE of Bridge No. 190. Geologically, the project area is located within the Piedmont physiographic region of North Carolina. The APE is characterized by maintained grass-covered ROW and residential lawn, wooded areas, paved road, and slopes greater than 20 percent. According to the USDA Web Soil Survey, soils located within the APE consist oi Pacolet-Saw complex, 15 to 25 percent slopes, stony; and Toccoa loam, 0 to 2 percent slopes, occasionally flooded (USDA Soil Survey 2015). On January 13, 2016, ECA completed an intensive archaeological survey within the APE, located along Bridge No. 190 on SR 1005 (Ball Park Road). A pedestrian survey was conducted by visual inspection of exposed ground surfaces throughout the project APE in conjunction with systematic shovel testing. Ground surface visibility was approximately 5-10 percent throughout the majority of the project area. Shovel testing was completed at 50-foot (15-meter) intervals in areas of low ground surface visibility to survey for potential archaeological resources within the project APE. Bridge No. 190 is aligned in a general northeasterly/southwesterly orientation. The intensive archaeological survey consisted of two "NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT" form for the Amended Minor Transportatiorz Projects as Qualified irz Xhe 2007 Programmatic Agr�eement. 1 of 10 Project Tracking No.: irJ-1�-��10 transects, each located on either side of the existing road and bridge, and offset approximately 20-30 feet (6-9 meters) from the edge of the roadway in order to sample landforms that were conducive to shovel testing. Transect A was positioned on the northwest side of the road, and Transect B was positioned on the southeast side of the road (see Figures 1-3). Originally, ECA planned to excavate 24 shovel tests within the APE; however, during our field wark, seven shovel tests were oinitted due to the presence of slopes greater than 20 percent, Uedrock, exposed subsoil, and paved roadway. All shovel tests measured approximately 16 inches by 16 inches (41 cm by 41 cm) and were excavated into known sterile subsoils for the project area. All soils were screened through a six-millimeter wire mesh archaeology screen to isolate any cultural artifacts. All shovel tests were backfilled. The intensive archaeological survey showed mostly intact soils throughout the APE. Several shovel tests had inclusions of modern refuse. No artifacts were observed within the APE during the surface survey. A Cheerwine bottle was recovered immediately below the ground surface in STP A-3 (see Figure 4). This bottle was likely discarded directly from the roadway or washed from the roadway down the slope. All other shovel tests were negative (see Table 1 and Figure 6). Please note that a historic structure identified during the background literature review is extant; however, this resource is located outside the project APE (see Figure 5). Dina M. Bazzill, MA, RPA with ECA, recoin�nends no further archaeological invesrigations for the proposed replacement of Bridge Na 190 in Cleveland County. Mrs. Bazzill concludes that the proposed improvements will not impact any significant archaeological resources. The North Carolina Departme�zt of Transportation (NCDOT) Archaeology Group reviewed the subject project and determined: �� � /1 � U 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 coinpliance 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 Signed: � NCDOT ARCHAEOLOGIST ❑Correspondence February 10, 20] 6 Date "NO NAT/ONAL REG/STER F,L./GIBf.F OR LISTFD ARCHAEOLOG/CAI, SITES PRESFNT" Jorvrt for tlue Amended Minor Tr•un.rporsatioie Pr�ojec[s as Ouo[iJied ira lhe ?007 Progr�imrnrttic Agreeiwen�. 2of10 Project Tracking No.: irJ-1�-��10 Table 1. Shovel Test Pit Results Shovel Average Depths Between Test Pit STP Width/Length Munsell Color/Texture (STP) Inches cm A-1 16"xl6" 2.SYR 4/6 (red) clay 0-3 0-8 (41 cm x 41 cm) *Bedrock encountered at 3 inches 16"x16" 7.SYR 5/4 (brown) sandy loam 0-3 0-R A-Z 41 cm x 41 cm � ) 2.SYR 4/6 (red) clay 3-10 8-25 7.SYR5/4 (brown) sandy loam 16"x16" *Surface is covered with illodern trash. Cheerwine 0-5 0-13 A-3 (41cm x 41cm) bottle was found iinmediately below ground surface. 2.SYR 4/6 (red) clay 5-13 13-33 16"x16" 7.SYR 5/4 (brown) sandy loam 0-6 0-15 A-4 41 cm x 41 cin � ) 2.SYR 4/6 (red) clay 6-12 15-30 A-5 _ Omitted due to slope greater than 20% and erosional ull 16"x16" IOYR 4/6 (dark yellowish brown) sandy loam 0-5 0-13 A-6 41 cm x 41 cin � ) lOYR 5/4 (yelLowish brown) sandy loam 5-28 13-71 A-7 - Omitted due to slope greater than 20% - - 16"x16" 7.SYR 5/4 (brown) sandy loam 0-2 0-5 A-g 41 cm x 41 cm � ) 2.SYR 4/6 (red) clay 2-10 5-25 16"x16" 7.SYR 5/4 (brown) sandy loam 0-7 0-18 A-9 41cmx41cm � ) 2.SYR 4/6 (red) clay 7-13 18-33 16"x16" 7.SYR 5/4 (brown) sandy loam 0-4 0-10 A-10 41cmx41cm � ) 2.SYR 4/6 (red) clay 4-10 10-25 7.SYR 5/4 (brown) sandy loam 16"x16" *Modern beer can found iinrnediately Uelow ground 0-6 0-15 A-11 �41 cm x 4l c�) sm�face. 2.SYR 4/6 (red) clay 6-14 15-36 A� 2 16°x16" Z,�yR 4/6 (red) clay 0-7 0-18 (41 cm x 4l cm) 7.SYR 4/4 (brown) sandy clay loam 0-4 0-10 B-1 16°x16" 2SYR 4/6 (red) clay (41 cm x 4] cm) *Shovel test located in front yard of abandoned 4-13 10-33 residence 7.SYR 4/4 (brown) sandy clay loam 0-4 0-10 B 2 1("x16" SYR 4/4 (reddish brown) clay loam 4-15 10-38 (41 cm x 4l cm) 7.SYR 4/6 (strong brown) clay 15-18 38-46 16°x16" SYR 4/4 (reddisl� brown) clay loam 0-13 0-33 B-3 41 cm x 4l cm � ) 2.SYR 4/6 (red) clay 13-18 33-46 16°x 16" SYR 4/4 (reddisl� brovv��) clay loain 0-9 0-23 B-4 41 cm x 4l cm � ) 2.5 YR 4/6 (red) clay 9-17 23-43 16"x16" SYR 4/4 (reddisl� browi�) clay loain 0-6 0-15 B-5 41 cm x 41 cm � ) 2.SYR 4/6 (red) clay 6-14 15-36 B-6 - Omitted due to slope greater than 20% - - B � Omitted due to slope greater than 20% and bedrock at the surface SYR 3/4 (dark reddish brown) sandy loam 0-6 0-15 B g 1(°x16° SYR 4/6 (yellowish red) sandy loam 6-16 15-41 (41 cm x 4l cm) SYR 5/8 (yellowish red) 16-22 41-56 "NO NATfONAL REClSTER EL./GIBf E OR LISTED ARCHAEOL.OG/CAI, SITES' PRESENT" Jorvrt for tlue Amended Minor Tr•an.rporsation Pr�ojec[s as Ouo[iJied ira lhe ?007 Progr�imrnrttic Agreeiwerx�. 3of10 Pr�oject Tracking No.: irJ-1�-��10 Shovel Average Depths Between Test Pit STP Width/Length Munsell Color/Texture (STP) Inches cm B-9 _ Omitted due to slope greater than 20% and exposed subsoil B-10 - Onutted due to tl�e presence of Toney Road - - B� � Omitted due to slope greater than 20% and exposed subsoil 16°x16" 7SYR 5/4 (brown) sandy loam 0-4 0-10 B-�� 41cmx41cm � ) 2.SYR 4/G (red) clay 4-8 10-30 "NO NAT/ONAL REG/STER F,L./GIBf.F OR LISTFD ARCHAEOLOG/CAI, SITES PRESFNT" Jorvrt for tlue Amended Minor Tr•un.rporsatioie Pr�ojec[s as Ouo[iJied ira lhe ?007 Progr�imrnrttic Agreeiwen�. 4of10 Pr�oject Tracking No.: irJ-1�-��10 � �� a � �1 , �, � �}sq,:�i t���� �.ti ; i .., i � . 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"NO NAT/ONAL REG/STER F,LIGIBf.F OR LISTFD ARCHAEOLOG/CAI, SITES PRESFNT" Jorvrt for tlue Amended Minor Tr•an.rporsatioie Pr�ojec[s as Ouo[iJied ira lhe ?007 Progr�imrnrttic Agreeiwen�. 6of10 Project Tracking No.: irJ-1�-��10 Figu��e 3: Vie�� of �Ti�ur��sect B. "NO NAT/ONAL REG/STER F,LIGIBf.F OR LISTFD ARCHAEOLOG/CAI, SITES PRESFNT" Jorvrt for tlue Amended Minor Tr•an.rporsatioie Pr�ojec[s as Ouo[iJied ira lhe ?007 Progr�imrnrttic Agreeiwen�. 7of10 Project Tracking No.: irJ-1�-��10 ■az � l� ^. 7s�� i�l� 7r'ii��ii�n�#ioR';::��:� '1�;'a+��►���; ;`� I��,�. ..�►':a,�.� �t� Y.�.! • 1�*�'�� �.�► .� ��� ��u�►+�� : : � ar���� w .� . .a.. ` ' ��!t�s'11�*. 3e ���u?! ..��; ���` �°.��!�.� w w '��:i��p ��r. �IF'"�'� � _ q T ����41�ti�l+lNMtif� w lf�t�`� a �! �+�#�� '' " ��i�I�. !!�t ;�� �',ew� .��: �l�f�i 1����{��. _ ,� s�,�.�� �i�:' : •,4���tc,t�'�-��-„i,-As a � �i��"F��:-��/"`� '�.`�' +��a' �1 L��� "�.'@� � 1 ��'a �+w "�'a'°�il� � . ai1;�'��':,! •:,- y�, �r. � y j y z. �! .'��� r 6�� t�il�:�.l���: _��1��0 p'i�M, rh-� /:����L!. �a�� ����r =�r �� " '-�wf���. � ���3�"ib:." �!s�a�t's�'� Ri:'��A%f`��O 91��1��� ��i �' i i' � _ + 5� 3'i �� I� / �', ; .+ �1 �" " �i r' '� =7 . 1 .� ±���xtg.e�g .�:� �" �ik�7� L!r'.': i�i� ��'''�:ya��e i�����: �s�. r-;, , , �.�:V` '�i�.��,� � . -. ��!�./�r7�,,+.�l�:�C°c.,�. .i/i,�1�,'jr e �i1��!! . .._. a� .l.r �.' � �� � x i �'����� ; ilF 1t�Fi .i -iYl'�Ir � ��:°L���, ' ��r��� I!'��1fi ��. 7� � a"��1�tn1�, ��`1' `*a,�l��q': ��:-'rili�"i��''�J_''�; ��rs�e1`�1��i���!Si` r_.s k� '� �� �g��e;��aV'1,7i�`��r�- ����.��'� -, �}�� 'r.� � 7�,'�t.' i^ I s �..���i y�,c R �Y.S�� �': -�- �47�����4�R��. �,m � �°�, �y�� y_-,� , �o! iP�+���� yrRti:_ ��in.3���� � .1!+....� � �' lf iC\'��1�'i��11%�1�1l�Y��.� aq�� �-.f ��.� � ''� � g �- ��t �r'iL��r,"d��� i`;���' a; �rfi k��� �,�,�1/�.�� A�liR'�.�'r,i ! s�lil�''-- . 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