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HomeMy WebLinkAbout20160766 Ver 1_PA 15-10-0031 Scotland (NSR)_20160808Project Tracking No.: 15-10-0031 o����� NO ARCHAEOLOGICAL SURVEY RE UIRED FORM ,:� 'J�� . R'? � n �,,_. +%(a,:'.. . ,..,, ; ,C �• This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not t�:`��� � 'sp � �:� �F.�` �^; i� .. o p a,: valid for Historic Architecture and Landscapes. You must consult separately with the + � v.�� �,,.. _.- �` � ;< ......:::...: �' . ��y�:� Historic Architecture and Landscapes Group. ��a� PROJECT INFORMATION Project No.• ��:_Y�77 F.A. No: B-5744 45700.1.1 Federal Permit Required? County: Document. Scotland MCDC Funding.• � State ❑ Federal � Yes ❑ No Permit Type: NWP3 Project Description: The replacement of Bridge No. 50 over Bridge Creek on SR1615 (Hasty Rd) in Scotland County, North Carolina. The archaeological Area of Potential Effects (APE) measures 600ft in length (300ft from each bridge endpoint) and 60ft in width (existing right-of-way). SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, resu[ts of review, and conclusions: First, permitting and funding information was reviewed for determining the level of archaeological input required by state and federal laws. Section 106 of the National Historic Preservation Act will apply because a United States Army Corp of Engineers (USACE) permit acquisition will be necessary. 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 bridge replacement work. Once an APE was defined, a map review and site file search was conducted at the Office of State Archaeology (OSA) on Thursday, November 12, 2015. No previously documented archaeological sites are located within the APE. Examination of National Register of Historic Places (NRHP), State Study Listed (SL), Locally Designated (LD), Determined Eligible (DE), and Surveyed Site (SS) properties employing resources available on the NCSHPO website concluded that no meaningful historic properties with possible contributing archaeological elements were located inward of the archaeological APE margins. In addition, historic maps of Scotland County and the project area were appraised for evidence of former structure locations, land use patterns, or other confirmation of historic occupation at this locale and archaeological/historical reference materials were inspected as well. Further, the APE was referenced on topographic, geologic and NRCS soil survey maps (PcA, Nc6) for the evaluation of environmental, geomorphological, hydrological, and other correlatives that may have resulted in past occupation in the project corridor. Finally, aerial photographs (NCDOT Spatial Data Viewer & other on-line sources) were examined and the Google Street View map application was utilized (when amenable) for gaining a virtual, first-hand perspective of the overall study area and for assessing disturbances, both natural and human induced, which compromise the integrity of archaeological sites/deposits. Brief Explanation of why the available information provides a reliable basis for reasonably predicting that there are no unidentifred historic properties in the APE: The project APE is absent of NRHP listed historic properties, previously documented archaeological sites, and cemeteries. The proposed improvement work is unlikely to affect areas outside the margins of the largely impacted existing right-of-way. In addition, large portions of the APE are distinguished by very poorly drained soils which hold little potential for the presence of archaeological resources. 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. "No ARCHAEOLOGY SURVL•Y REQU/RF.D "form for the Amended Minor Transporta�ian Projects as Qualified in the 20/5 Programmalic Agreemenl. 1 of 2 SUPPORT DOCUMENTATION See attached: ❑ Map(s) ❑ Previous Survey Info ❑ Photocopy of County Survey Notes FINDING BY NCDOT ARC EOLOGIST O ARCHAEOLOGY SUR VEY RE UIRED NCDOT Project Trackrng No.: 15-10-0031 ❑ Photos ❑Correspondence Other: - -ll//.�/IS`' "No ARCHAF.OI,OGY SURVEY REQUIRED " form jor the Amended Minor Transporta(ion Projects as Qualifted in Ihe 20/5 Programma(ic Agreemen(. 2of2 Bridge 50 - Scotland County Bridge 50 - Scotland County _ -�� �` � i �- .� .�.-�"r � �� { � �i� � --1 1 , �� � ..._ t " f � �. _ -... _ ,} . � � �- �� �, � '�� � � �',� �, f,., -w- ��a, ��-- ' � r � �,��'��,;�.: � .. r i ,�'. ; r J � _. „'�` ....� ' � .rll�. � 3 �.'^`�` + - � � � � � �� , �_-� �., j � � r�� � \ � � . �'-17 \ + r ' .._ � '`` �, t` , � � �, - � ',�• s ..,_�� 5 � � ;-, ,,,�_ -- ..� f '� �.-...� `'�, -''�� � � � � ..� «. �► � ..,� - ;�---� f�.. �,. , .'�'• __ _ �Ff �^� � � �� t � _y �^ ��� �_..� J ` � �, � � �` : � � �( ` � }� �' , _ � � �,,�� � --' � �e ',,.. 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S' ^�S;Y ? ?I^ .� y � � i �1 i �. � '�y k6, ` �, � p �4 ¢ 1 �. � t � ? ��' .• � � tr � < 4� +'h �4 � y. ty',, �y.� J,4 ..,t � 3 . 1 � �iA ". .Z' .S���R #4 C nfiS ri � v� y� y�t �`�{ K� Y �, �' �� j� 9 ;�'� t� �, ,� �� Y it, .�3 s�� '�"�� � w�+ d r t i ,y�, i ) zh, �f 3 � � � �` �` # � �! * ; `A � ��e �'� t '� _ � ,'�iL � �'' �wi t �} t�r$y, ? wYt ! S ��� >� � �`ts� CL.�y: ,. h Y �'ti. 7h '.is y � , +�`' v ..',� i .y#.! � S� iC "h�' , ���ii���� i � �-. k r h > ti �y, ,� �, ,.F',. �-�.�, .. ' . .. ._.i �'�.. .w_��. .'� �-� ., , .. _..� _� nsu..�.:,.. ��3 �+" ea.�is.P .S .d."� �.F� �.0.. . �:.�.i'''.ni���vX:..aS:C?:�C��s�.�.a 3t31�ii*�"�E4�..x���S� • Depth to restrictive feature: More than 80 inches • Natural drainage class: Very poorly drained • Runoff class: Negligible • Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 5.95 in/hr) • Depth to water table: About 0 inches • Frequency of flooding: Frequent • Frequency of ponding: Frequent • Available waterstorage in profile: Very high (about 14.1 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigatedJ: 7w • Hydrologic Soil Group: A/D Description of Johnston, Undrained Setting • Landform: Flood plains • Down-slope shape: Concave • Across-slopeshape: Linear • Parent material: Sandy and loamy alluvium Typical profile • A- 0 to 30 inches: mucky loam • Cqi - 30 to 34 inches: loamy fine sand • Cg2 - 34 to 80 inches: fine sandy loam Properties and qualities • Slope: 0 to 1 percent • Depth to restrictive feature: More than 80 inches • Natural drainage c/ass: Very poorly drained • Runoff class: Negligible • Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) • Depth to water table: About 0 inches • Frequency of flooding: Frequent • Frequency of ponding: Frequent • Available woterstorage in profile: High (about 9.4 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigatedJ: 7w • Hydrologic Soil Group: A/D NcB—Noboco loamy sand, 2 to 6 percent slopes Map Unit Setting • National map unitsymbol: ljrwc • Elevation: 80 to 330 feet • Mean annual precipitation: 38 to 55 inches • Mean annual air temperature: 59 to 70 degrees F • Frost free period: 210 to 265 days • Farm/and classification: All areas are prime farmland Map Unit Composition • Noboco and similar soils: 90 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Noboco Setting • Landform: Broad interstream divides on marine terraces ridges on marine terraces • Landform position (two-dimensional): Summit, shoulder • Landform position (three-dimensional): Crest • Down-slope shape: Convex • Across-slope shape: Convex • Parent material: Loamy marine deposits Typical profile • Ap - 0 to 10 inches: loamy sand • E-10 to 13 inches: loamy sand • Bt -13 to 80 inches: sandy clay loam Properties and qualities • Slope: 2 to 6 percent • Depth to restrictive feature: More than 80 inches • Natural drainage class: Well drained • Runoff class: Low • Capacity of the most limiting layer to transmit water (KsatJ: Moderately high to high (0.57 to 1.98 in/hr) • Depth to water table: About 30 to 40 inches • Frequency of flooding: None • Frequency of ponding: None • Available waterstorage in profile: Moderate (about 7.1 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigatedJ: 2e • Hydrologic Soil Group: C i • � .-y�3 i ;�( � i( - rY�;� . �� *�,�,. . f +�' , ��f., �s � � z ���5�711; ' s :<� ' �3 F;�` `� a.• ���'��t,�.. `t�`� '�.:� � , +; � 3F�.� �% ti �} . - ,rJ� �r,�- p ��f' r �!�` i �: ..��� �� ' �, �'��, Y ; �. ,,, ;� f� ..� S�r �� . 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' ^ -s�" � • � ,�' �' t , _ . . s: ;ti , . .. - t " ' .,� . s�i' ° Projecl 'Trockirrg No. (lnternul Us� 1 _ __ _ . _ REQUEST FOR CULTURAL �s /o � 003/ RESOURCES REVI�W FORM MEMORANDUM TO: Drew Joyner, H�unan Environment Section 1598 Mail Seivice Center, Raleigll, NC 27699-1598 • Send Electronic Submittals to: PAt►•acke►•@ncdot.gov ATTENTION: Matt Will<erson, Archaeology Supervisor � Mary Pope F�u�r, Historic Architectw•e & Lands� FROM: REX I3ADGGTT ENVIRONMENTAL SPECIALIST II—DIVISION 8 DATE: 10/13/15 PROJECT INFORMATION ti� 2015 ocT � � 20�5 �'i � 1� 1� � �V�w� .......-�.�.r+�►fr' PYoject No: 5-5744 Coacnty: Scotland WBSNo**: 45700.1.1 Dociuneiit Attachmetlt G Type: Fed Aid No: Fuizding: � State ❑ Federal USGS Quad Johns Project ASAP N�enze: Sche�lule: PI'O%eCf DC'SCPlpl10/1: REPLACG BRIDGG #_50 OVER BRIDGE CREEK ON SR I�iS IN SCOTLAND COUNTI'. �i�J.CT y �'A � • �. _ i_•ii_ �.- �--- -rr�--��__ ir.----"-' •• WUfK l:'clllllUl UC�III UIIUI Q GII�l1�G IIUIIWC:1 W I.JIVVIUCU U�0.1 �.a�� v�. vuwu tv v.y a�ui� �n w�. i�w��wi Environment Section. DESIGN INFORMATION Project Le�zgdt: �" Detour Route: Existii�g ROW: Proposed 60' ROW: Existi�zg X- Proposed X- section : section : Sh�crctu�•e to be Bridge Struclu�•e 1977 Replaced: Burld Date: Additioittd Desi�ir Infoi•matio�t: Br•idge will be replaced on existing alignment.