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HomeMy WebLinkAbout20160955 Ver 1_PA 16-04-0019 Randolph (NSR)_20161004Project Tracking No.: 16-04-0019 o��'��� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM �-� � ,,,.. ,..� '�':_ � '. � ' q'' ��� This form only pertains to ARCHAEOLOGICAL RESOURCES far this project. It is not G��? � s ;��p�:�; -��� � o�o,,� valid for Historic Architecture and Landscapes. You must consult separately with the + � ��n� ,'`�•..:::T.: •'� . ��..��`��� Historic Architecture and Landscapes Group. ��! 4� PROJECT INFORMATION Project No: WBS No: F.A. No: SR2182 17BP.8.R.101 Federal Permit Required? County: Randolph Document.• MCDC Funding: � State ❑ Federal � Yes ❑ No Permit Type: NWP 14 Project Description: The replacement of Bridge No. 371 over Penwood Branch on SR2182 in Randolph County, North Carolina. The archaeological APE is centered upon the bridge structure and "measures 600ft in length (300ft from each bridge end-point) and 150ft in width (75ft from each side of the SR2182 center-line). SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: Permitting and funding information was reviewed for determining the level of archaeological input required by state and federal laws. Based on the submitted "request for cultural resources review" form, the project is entirely state-funded with federal permit interaction. As such, Section 106 of the National Historic Preservation Act will apply and the United States Army Corp of Engineers (USACOE) will serve as the lead federal agency. Next, construction design and other data was examined (when applicable) to define the character and extent of potential impacts to the ground surfaces embracing the project locale. Once an APE was outlined, a map review and site file search was conducted at the Office of State Archaeology (OSA) on Thursday, April 21, 2016. No previously documented archaeological sites are located in the APE limits or directly proximal. An inspection of National Register of Historic Places (NRHP), State Study Listed (SL), Locally Designated (LD), Determined Eligible (DE), and Surveyed Site (SS) properties employing the NCSHPO website evidenced an absence of these historic resources within the immediate project area. In addition, historic maps of Randolph County were appraised to further identify former structure locations, land use patterns, or other confirmation of historic occupation in the project vicinity. Archaeological/historical reference materials were inspected as well. In general, the cultural background review established that no NRHP listed properties, previously recorded archaeological sites, or cemeteries are located within the APE. Based on cultural-historical factors, the APE is considered to have a low potential for the documentation of archaeological resources. Further, topographic, geologic, flood boundary, lidar and NRCS soil survey maps (GaC) were referenced to evaluate pedeological, geomorphological, hydrological, and other environmental determinants that may have resulted in past occupation at this location. Aerial and on-ground photographs (NCDOT Spatial Data Viewer) and the Google Street View map application (when amenable) were also examined/utilized for additional assessment of disturbances, both natural and human induced, which compromise the integrity of archaeological sites. Aerial photography and soil data suggest a low potential for archaeological artifact recovery at this location. "No ARCHAF,OLOGY SURVEY REQUIRL•D "fa•m for !he AmendedMrnor Transportation Projects as Qualified in /he 20/S Progranrina(ic Agreemenl. 1 of 2 Project Tracking No.: 16-04-0019 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 APE and federal permit area are characterized by residential disturbances along the northern portion of SR2182. The southern portion of the APE is typified by impacts related to the construction and maintenance of the SR2182 right-of-way. NRHP eligible archaeological deposits are unlikely to be present or preserved. No further archaeological input or work will be necessary for this state-funded NCDOT project. A finding of "no archaeological survey required" is considered appropriate. SUPPORT DOCUMENTATION See attached: � Map(s) � Previous Survey Info ❑ Photocopy of County Survey Notes FINDING BY NCDOT ARCHAEOLOGIST OARCHAEOLOGYSURVEYRE UIRED . ❑ Photos ❑Correspondence Other: �'>/l0� � "No ARCHAEOl,OGY SURVLY REQUIRED"form far the Amended Minor Transporta�ion Projects as Qualifred in the 2015 Programmalic Agreenrenl. 2of2 � � V s O C � � � m v � 'C m �f- -ri:Pt 'I/ � � .M. �.�. � ��� '` �/(I � ,� N.0 � 3 �`. a „���or�n k`� �' t# � f� u+�°u�"S 1� � �.. �i � � 7-..�� { . �� � � � � � ��� � : r) '��.� � A � � �"•.., �0 .,, � r � . � .. - :, � `t 3 - , _ `'. `p,� � s,� `',` � ` ���.��1�0 �� � � •i, � � `: �wn.�6 r ��-/ . s� ,. .. . - � 1 � , i , � '� i .4 Fy, ;y-p Yi . *} "0G 1 '^ ,l '' �F* d� �Jl ?� � '�e,� ;�i� ��� �"u�: ! :�, � � t ��a �' � �.,�..a � �i , C h �y i w �"U � � � � �A % l n`t'1 �� � �u r� � ,, ltemeycA*` � s�, °� 4� ' � u . � -. 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Description of Georgeville Setting • Landform: Hillslopes on ridges • Landform position (two-dimensional): Summit, shoulder, backslope • Landform position (three-dimensionalJ: Interfluve, side slope • Down-slopeshape: Convex, linear • Across-slope shape: Convex • Parentmaterial: Residuum weathered from metavolcanics and/or argillite Typical profile • Ap - 0 to 5 inches: silt loam • Bt - 5 to 50 inches: silty clay • BC - 50 to 65 inches: silty clay loam • C- 65 to 80 inches: loam Properties and qualities • Slope: 8 to 15 percent • Depth to restrictive feature: More than 80 inches • Natural drainage class: Well drained • Runoff class: Medium • Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 1.98 in/hr) • Depth to water table: More than 80 inches • Frequency of flooding: None • Frequency of ponding: None • Available waterstorage in profile: High (about 9.7 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigated): 3e • Hydrologic Soil Group: B Minor Components Tarrus • Percent of map unit: 6 percent • Landform: Hillslopes on ridges • Landform position (two-dimensiona/J: Backslope, shoulder • Landform position (three-dimensional): Side slope • Down-slope shape: Linear • Across-slope shape: Convex Badin • Percent of map unit: 4 percent • Landform: Hillslopes on ridges • Landform position (two-dimensionalJ: Shoulder, backslope • Landform position (three-dimensional): Side slope • Down-slopeshape: Linear • Across-slope shape: Convex � „ � -;1,;,;. ��` � _ ;1,f � 4 �. � � �,j. �& s � � ,:� � �. �. �-° � , �� �, ;�� �:.,e � . -6 '4'_ti7.. y d V : � �i� �t � :f .1 r� 'l,�J hjV�Ill'1�� =t � y � � �.r4� � o c o � L V (�Yfj � a� t�*1 �i��G $Z � f) U � - - y�� � � _ r Ul /J�� �tr }4 ririi ��fUr,, : "' .s ��'� m . �: � �'ro`,, F`- .'i .. � �d � �t -, i e i�' �is� �T r` C� ,��;.it ;'�Si` � 1.:i �p' `�-�-�-� ,.fi L �; � � A�J ,, � ' $ p � �/�� � � . . rr � 73 .y . � � . . ti � �d , .york9tsljorFi?r � K ��� r� � i — f .�E, � r . . �I � � � i y ijy� '�r`� C� qtJ uo�� �.a�� l�} iuE•.ifii�� � 1S tt,� e3t f' � e !a .Ci � ' `i ` -": 1 S l !E; . j , ql �-rs ° � ���s��!?M� ��la�� � C�Jelu\Sls i ~ �5�:�� � J��t yr� lS }��(� � ��f! %�� 'c OpC � Z �Et.��.tr ��. rs �_ ? a. �I ii `� �r � JI]�'hal\ySE�.� V1 � �' ii � : _.. ;�' a, 2� ��r.s� 1 y i � � .. ,� ;c �S�If�ti"':��.le;:"A1 *'t1. v ^ ' n - v ,wi rL� � : L .L � `y U i� d: � . _ r � t� `�� L' +� � � �, . 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