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HomeMy WebLinkAbout20171363 Ver 1_Historic/Prehistoric Information_20171026 (2)Project "!'racking No.: 16-11-0015 -o���.�� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM :�''�.`�??� �Q,,,.<..�..�, . , gl< -i�'.; . '�j � a�, This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ,���' '� ?�]ip���fi; ,�'`'• � i� ,. Q�, ;�, valid for Historic Architecture and Landscapes. You must consult separately with the �� ��' '0 �'�: �.::. _.. � �;.�����..::::�..:�,. �,.,.�_� Historic Architecture and Landscapes Group. ��'a_ PROJECT INFORMATION Project No. WBS No: Bridge 86 17BP.4.R.77 Federal Permit Required? County: Edgecombe Document.• MCC Funding: � State ❑ Federal � Yes ❑ No Permit Type: NWP3 Project Description: Replacement of Bridge No. 86 over Penders Mill Run on US 64 Alternative in Edgecombe County, North Carolina. The archaeological Area of Potential Effects (APE) measures 600ft in length (300ft from each bridge end-point) and 150ft in width (75ft from each side of the US 64 Alternative 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 state- funded with federal permit interaction. As such, Section 106 of the National Historic Preservation Act will apply. 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. The dimensions of the APE were formulated to capture any federal permit area. Once an APE was outlined, a map review and site file search was conducted at the Office of State Archaeology (OSA) on Wednesday, November 23, 2016. 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 none of these historic resources within the immediate project area. In addition, historic maps of Edgecombe County were appraised to 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 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 (BB, WaC) 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/impact factors do not suggest a heightened potential for archaeological resource recovery. "No ARCHAEOLOGY SURVGY REQU/RLD "fonn for �he Amended Minor Transportatron Projecfs as Qualified in Ihe 2015 Programmalic Agreemen(. 1 of 2 t'roject '!'racking No.: 16-11-0015 Brief Expla�eation of why the available information provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE: No documented NRHP properties, archaeological sites or cemeteries are contained within the current APE limits for the Bridge 86 replacement project in Edgecombe County, North Carolina. An expedient reconnaissance of the APE was conducted on December 5, 2016. Both on-ground observance and soil data and topographic maps confirm that the majority of the APE is underlain by very poorly drained and frequently flooded ground surfaces. In such contexts, intact NRHP archaeological sites are unlikely to be present or preserved. No further consultation is advocated. 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 NO ARCHAEOLOGYSURVEYREQUIRED ❑ Photos ❑Correspondence Other: l� - I6 •�'D/� "Na ARCHAEOLOGY SURVEY REQUIRED "jorm for the Amended Minor Transpor�arion Projects as Qualifred in !he 2015 Programma�rc Agreemenr. 2 of 2 � � t,n.��,:n�.v� ,�° c '°� �; ra;a . ww,�sam��na �� ��,��.�:�.o�..�` , ` � l'� . 3 1514 � � �� 9 z� - ' ��' � . � � � r �� , �-�- .��� . . _ � q , "'`�\ 1. 7 , , ll]�,� �A. iQ ;�;, ' � >�nsa��,� �/ „v (ea J � ~ 'S1E .- � - ��15 O 1 ) ��`` �. 1]t) �_�'.��uJl . `�, `.;. �� .�� � 1 �� Tlf�1�f0 \ � �i-. � / iane �F�� taea � •- . _. . rY� , �✓� .:,�'�� . 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Y� . �p UVIf'p , � � � � � �J 1 � �`�3.k�-E n !� �:.��P ��,%, �_�:: 6 � BB—Bibb soils Map Unit Setting • National map unitsymbol: 132pj • 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 • Bibb, undrained, and similarsoils: 80 percent • lohnston, undrained, and similarsoils: 10 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Bibb, Undrained Setting • Landform: Flood plains • Landform position (two-dimensionalJ: Toeslope • Down-slope shape: Concave • Across-slopeshape: Linear • Parent material: Sandy and loamy alluvium Typical profile • A- 0 to 6 inches: sandy loam • Cgl - 6 to 60 inches: sandy loam � �`���� � = ��'� »._ .���...,. . - • Cg2 - 60 to 80 inches: loamy sand Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: More than 80 inches • Natural drainage class: Poorly drained • Runoff class: Low • Capacity of the most limitinq layer to transmit water (KsatJ: High (1.98 to 5.95 in/hr) • Depth to water table: About 0 to 12 inches • Frequency of flooding: Frequent • Frequency of ponding: None • Available waterstorage in profile: Moderate (about 7.2 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigatedJ: 5w • Hydrologic Soil Group: A/D • Hydric soil rating: Yes 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 • Cg1 - 30 to 34 inches: loamy fine sand • Cg2 - 34 to 80 inches: fine sandy loam Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: More than 80 inches • Notural drainage class: Very poorly drained • Runoff class: Ponded • 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 (irrigatedJ: None specified • Land capability classification (nonirrigatedJ: 7w • Hydrologic Soil Group: A/D • Hydric soil rating: Yes WaC—Wagram loamy sand, 6 to 30 percent slopes Map Unit Setting • National map unit symbol: 132xb • 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: Farmland of statewide importance Map Unit Composition • Wagram and similarsoils: 85 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Wagram Setting • landform: Broad interstream divides on marine terraces, ridges on marine terraces • Landform position (two-dimensional): Shoulder • Landform position (three-dimensional): Crest • Down-slope shape: Convex • Across-slope shape: Convex • Parentmaterial: Loamy marine deposits Typical profile • Ap - 0 to 8 inches: loamy sand • E- 8 to 24 inches: loamy sand • et - 24 to 75 inches: sandy clay loam • BC- 75 to 83 inches: sandy loam Properties and qualities • Slope: 6 to 10 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: About 60 to 80 inches • Frequency of flooding: None • Frequency of ponding: None • Available waterstorage in profile: Moderate (about 6.7 inches) Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirrigated): 3s • HydrologicSoil Group: A • Hydric soil rating: No No6—Norfolk loamy sand, 2 to 6 percent slopes Map Unit Setting • National map unitsymbol: 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 similarsoils: 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 profite • Ap - 0 to 8 inches: loamy sand • E- 8 to 14 inches: loamy sand • Bt -14 to 65 inches: sandy clay loam • BC - 65 to 80 inches: sandy clay loam ; - � -�,--� �� � ` " —�`7 �"7:'`-- ' � , ..�=--- �` ` �,� > r � I _ _ �.� a �; , .._ d � ., ; � j , ` �� Iy� ' . ./" / . \ � � �f�T1, •' . . �,� \ � . ..i . "thM'�.'�ir�n � (/� e...� \ ���''������� 'r�t r_:�. I � � S �> �, �o , y 1 �� ,;;\ ,. ,� '�.__.n_ .. - � , �;.� �•,.� 12 ;Q.170 , • ' �� - �k,1 _.... ....: ' � \ � _� �� � �. - , .> .� _ _..,.--- __ ., I . -, ,�. . �, ,s J , l �� : �, s _ W � dcroft Ln � ��;,: } T A R--_ !��PP,� ( ; , ^",� ' �� ' - ' � � = - "�j ,h � . , � �.�.�. , l.�r � � / � � � � � . 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