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HomeMy WebLinkAbout20160765 Ver 1_PA 15-10-0032 Scotland (NSR)_20160808Project Tracking No.: 15-10-0032 -oo�"��� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM �:�ti��?�:.. �.,,�: ,,: ,Q; ..... ,.. r�� i This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not (/��j � %�. F,� �: 4'y7f' t� o���" " valid for Historic Architecture and Landscapes. You must consult separately with the �� a �'^�:..:,..' � �:.'''•�•::::...:�. ���;e��i..- Historic Architecrizre and Landscapes Group. �,�_Q PROJECT INFORMATION Project No: WBS No F.A. No: B-5746 45702.1.1 Federal Permit Required? County: Document Scotland MCDC Funding: � State ❑ Federal � Yes ❑ No Permit Type: NWP3 Project Description: The replacement of Bridge No. 43 over Leith Creek on SR1645 (Dixie Guano 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, results of review, and conclusions: Initially, 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 Engineer 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 Bridge 43 project locale. There will be no widening, movement of ditches, or any other work outside the existing roadbed as currently proposed. Once an APE was outlined, a map review and site file search was conducted at the Office of State Archaeology (OSA). No previously documented archaeological sites are located within the APE. Historic structure locations often harbor archaeological deposits and features related to the former occupation of a property. 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 Scotland 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, and NRCS soil survey maps (PcA, NoB) 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. Environmental and disturbance factors do not suggest an elevated archaeological site potential for the APE. "No ARCHAGOLOGY SUR VEY REQUIRED"form jar (he AmendedMinor Transporta(ion Projects as Qualified in the 20/5 Programmalrc Agreement. 1 of 2 Project Tracking No.: 15-10-0032 Brief Explanation of why the available information provides a reliable basis for reasonably predicting that there are no unidentifted historic properties in the APE: The proposed bridge replacement work is unlikely to affect areas outside the margins of the largely impacted existing right-of-way. In addition, sizeable portions of the APE are distinguished by very poorly drained soils which hold little potential for the presence of archaeological resources. Also, the proximal location of train track right of way immediately to the east and west of the SR1645 roadway distinguish this overall area has highly disturbed. 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. .�r� � z��;� r �Z�zK��u � �.�v���1.i See attached: ❑ Map(s) ❑ Previous Survey Info ❑ Photocopy of County Survey Notes FINDING BY NCDOT ARCHAEOLOGIST OARCHAEOLOGYSURVEYRE UIRED ❑ Photos ❑Correspondence Other: NI;llV 1 "No ANCNAF,OLOGY SURVEY REQUIRED "for�n for �he Amended Mrnor Transporta(ion Projects as Qualifred in Ihe 2015 Programma�ic Agreement. 2 of 2 Bridge 43 - Scotland County n«<. _ -- � f ,�� � s � , ,,� N � y o ���" � ��� V S� �`S� Fy\ O -� lt`�G` ,A\ N ���� 'n� G`�ra `�O�' V ., 9' � �o . Q�t 2� . .. o � P��mc ` � yra� j . N s�°. ��°y 5� y` -Y� !�i 9e�cY . �� \f,�bg '_, t�° P°i� . . . �� ` �`\y ^ .f N ` G.� t'.. �� d� � � -' �� �.,°�� Lila p� . F�-� . ' �y . . , . � � �...c °i \: � � 4. p� -. . F t �,i\' � � _°, � '9�0� Lfncoln ci�n�i,i�ur �� � ti Qn�__ s� Heights c^ ; . ei g� o � . _'S ��N ?� . . � m - 5\ 9� 3 u Lo���` u r45ke 'd6 ° 6 . U; U e9ee Q, ',o/ � , y' 1 �6so � u y m. 96 V a .__ �Sr . 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R �S p.��ry, �Y,�. t { t �_ n +��iy �'� �• � 'Fi_ ii' t`x`i' , �. :� ,� +�, � � i: �; �� n. ^�k y��• j }� s.: � �z. �. .. +� �7 x--��a�� "�.•� ��c � f��� 1l. , �,f "-�. � � 1 , . ,.:� � 'Si � �S�/� ��'� r�,, � .�� �� � � '�� PcA—Pamlico and Johnston soils, 0 to 1 percent slopes, frequently flooded Map Unit Setting • National map unitsymbol: 1jh0y • 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 • Farmland classification: Not prime farmland Map Unit Composition • Pamlico, undrained, and similarsoils: 60 percent • Johnston, undrained, and similarsoils: 30 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Pamlico, Undrained Setting • Landform: Flood plains • Landform position (two-dimensional): Toeslope • Down-slope shape: Concave • Across-slope shape: Linear • Parent material: Organic material over sandy alluvium Typical profile • Oa - 0 to 30 inches: muck • Cg - 30 to 80 inches: loamy sand Properties and qualities • Slope: 0 to 1 percent • 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 (KsatJ: 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-slope shape: Linear • Parent material: Sandy and loamy alluvium Typical profile • A- 0 to 30 inches: mucky loam • Cg1 - 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 class: Very poorly drained • Runoff c/ass: Negligible • Capacity of the most limiting layer to transmit water (KsatJ: High (1.98 to 5.95 in/hr) • Depth to water table: About 0 inches • Frequency of flooding: Frequent • Frequency of ponding: Frequent • Available waterstorage in profile: High (about 9.4 inches) Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirriqatedJ: 7w • Hydrologic Soil Group: A/D No6—Norfolk loamy sand, 2 to 6 percent slopes Map Unit Setting • National map unit symbol: 2v75y • Elevation: 30 to 450 feet • Mean annual precipitation: 38 to 55 inches • Mean annual air temperature: 59 to 70 degrees F • Frost free period: 200 to 280 days • Farmland classification: All areas are prime farmland Map Unit Composition • Norfolk and similar soils: 83 percent • Minorcomponents: 17 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Norfolk Setting • Landform: Broad interstream divides on marine terraces, flats on marine terraces • Landform position (three-dimensional): Talf • Down-slope shape: Convex, linear • Across-slopeshape: Convex, linear • Parentmaterial: Loamy marine deposits Typical profile • Ap - 0 to 8 inches: loamy sand • E- 8 to 14 inches: loamy sand • et -14 to 65 inches: sandy clay loam • BC - 65 to 80 inches: sandy clay loam Properties and qualities • Slope: 2 to 6 percent • Depth to restric[ive feature: More than 80 inches • Natural drainage c/ass: Well drained • 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 40 to 72 inches • Frequency of flooding: None • Frequency of ponding: None • Available water storage in profile: Moderate (about 6.9 inches) Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirrigated): 2e • Hydrologic Soil Group: A Minor Components Wagram • Percent of map unit: 10 percent • Landform: Broad interstream divides on marine terraces, ridges on marine terraces • Landform position (two-dimensionalJ: Summit, shoulder • Landform position (three-dimensional): Riser, rise • Down-slope shape: Convex, linear • Across-slope shape: Convex Goldsboro • Percent of map unit: 7 percent • Landform: Flats on marine terraces, broad interstream divides on marine terraces • Landform position (three-dimensionalJ: Talf • Down-slope shape: Linear • Across-slopeshape: Linear > ., .k� _ � � ,� "o�� � � ^ �r � '< ' 2;r� � `%; '= SCJ182 Lsurinburg & SautherrY.Depot � :i� — `•` � y St Q 193 A;tcQou�skt Buildirs{;� 7981 - ° � � � ^ 4" ,mr�' :A a C: �''�``� = SC0034 LAURMBIlRG COh,tMERCIAL HISiDRIC DYSTRICT2003s ` � �c r, 5�030� E'�Hggvey Evgrts House,2p08 S 9`�-� �_t^ � t � � 5..0.,02�.� �,��a �o'�ut���HiP� F:��QrttislHD 1981 ry � � -. c� ( ��i7 LUlT1LsIC�i0�7 iLCI �._ ( � � r ^ U {�,f� S,� - - ^'�. vltl.Lumbert.on.ftd - x � , C7f1bUfP� d1�.� � ^ Jaekson St c`,� � �'7� S, SCO28i; St h4�rys Csthdic Chutch 1997_ � SCO279 Vd� Novs � ��. � 'J; ,G��1nQ�C � ��1 C; S�^�� `J.' ` � .. � �S°U = �, °Dunc:r�5� �r � , .. - � � • . .�' o� � 'a . � '�' S :D352 Centrsl �JeighbarFnocQ Hision�DistriG 2CI�03 � � N ?. ! t e SC0354 Dr. EvanAtexart�er�v,�'m a�se2i1J�. r0353C�n1rai Schoo12005 \ n�c'N,;,� r�4r hY l�'Crf �tiFar.. �, ��;:'.• V - JSF ':/,,�. n _ �` ���" F C �% ✓� � � - '�'a . h a.: ;� r4Ee � �f�h � �. 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'ti`aYS+t+�tt��l �1� � 3 � ,�iy��, f e f �1 ,� t ; .� i �� s �� ':� . � . � �# ' .�.�' , . `��.. .� ? a _ . . _ REQUCST FOR CULTURAL R�SOURCES REVIEW FORM Projecl T�ncking No. (/��lernnl Use) ..... .........: ���� O -� O p3 �. : __ __ _ _ __ MEMORANDUM TO: Drew Joyner, Human Environment Section ��irE �' � 1598 Mail Se►•vice Center, Raleigh, NC 27699-1598 ��� �t,l c� �j ���� II Send Electronic Submittals to: PAtracker(u�ucdot.gov ATTENTION: � Matt Wilkerson, Archaeology Supervisor � �;! ����j �� , !; Mary Pope Fw•r, Historic Architectiu•e & Landscape --'��;' , FROM: REX BADGETT OCT 1 3 2015 ' � ENVIRONMENTAL SPECIAL(ST II—DIVISION 8 •'j � � DATE: 10/13/15 �u���` ����� • -------.o..�,.....�_- � - G PROJECT INFORMATION Project No: B-5746 WBS No**: 45702.1.1 Fetl. Aid No: Cou�zty: Scotland Document Fu�ztling: Attacl�nlent G State I I Federal USGS Quad �As G��"'ry'�"'� Project ASAP Name: Sc/ierlule: Proiect Descriptioiz: REPLACE BRIDGE #43 OVER LEITH CREEK ON SR 1G�S IN SCOTLAND COUNTI'. �i X� ��t,�, cz r�- a� ci. ** Work cannot begin until a charge number is provided tl�at ca►1 be billed to by staff in the Human Environment Section. D�SIGN INFORMATION P��oject Lengtlr: Detou�• Rocite: Existing ROW: Proposed 60' ROW.• E.risting X- Proposet! X- sectio��: section: Structui�e to Ge Bridge Strcecture 1962 Replaced: Build D�rte: Addition�rl DesiQi� Infornzation: Bridge will be replaced on existing alignment.