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HomeMy WebLinkAbout20171170 Ver 1_Historic_Prehistoric Information_20171025Project Trackrng No.: 16-07-0033 o����� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM :� ,'���J� ,,.q; � R>>:�1:.: }�"; `� ;,�,. '�� t��: � This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not d�:` o� ip � [�'t� I _:. `�o i. o�� � valid for Historic Architecture and Landscapes. You must consult separately with the �; �n��,,.�_ �= '0� �`�„_�:��� Historic Architecture and Landscapes Group. .,,,,,�a� .��... ...::: PROJECT INFORMATION Project No: B-5620 County: Beaufort WBS No: 45575.1.1 Document: MCC F.A. No: Funding: � State ❑ Federal Federal Permit Required? � Yes ❑ No Permit Type: NWP12/CAMA Project Description: Replacement of Bridge No. 30 over Campbell Creek on NC 33 in Beaufort County, North Carolina. The archaeological Area of Potential Effects (APE) is centered on the bridge structure and measures 600ft in length (300ft from each bridge end-point) and 150ft in width (75ft from each side of the NC 33 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. Oncean APE was outlined, a map review and site file search was conducted at the Office of State Archaeology (OSA) on Thursday, July 21, 2016. No previously documented archaeological sites are located in the APE or directly adjacent. 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 is crucial in establishing the location of noteworthy historic occupations related to a perspective construction impact area. A cross-check of these mapped resources concluded that no meaningful historic properties with possible contributing archaeological elements were located inward of the archaeological APE margins. In addition, historic maps of Beaufort 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 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, and NRCS soil survey maps 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 SURVF,'Y REQU/RL•D "form jor the Amended Mrnor Transporfation Prajects asQualified in Ihe 20/5 Programma6c Agreemenl. 1 of 2 ' Project Trackrng No.: 16-07-0033 Brief Explanation of why the available information provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE: No documented cultural resources are contained within the current APE limits for the NC 33/Bridge 30 replacement project in Beaufort County, North Carolina. Most of the APE is underlain by frequently flooded and very poorly drained soils. The remaining portion of the APE near the eastern and western project boundaries is typified by somewhat poorly drained soils. 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 NCDOT ❑ Photos ❑Correspondence Other: / "No ARCHAL'OLOGY SURVEY RF.QUIRFD"form for lhe Amended Minor Transporta(ion Projects asQualified in the 20/5 Programma(ic Agreement. 2 of 2 B-5620 BEA UFORT 30 WBS ELEMENT NUMBER 45575.1.1 JULY 25, 2016 NC 33 OVER CAMPBELL CREEK STATE FUNDED EXISTING BRIDGE REPLACE EXlSTING 101' L x 25' W BRIDGE WITH PROPOSED 1 SO' L x 33' W BRIDGE LIBR ATT G BUILT IN 1948 CAMPBELL CREEK SA;HQW;NSiY TAR-PAMLICO RIVER BASIN FIRMPANEL 6586 J SOUTH CREEK IISCS QUAD MAP PAMLICO 03020104 FEMA MAP 3720658600 J SHEET NUMBER 19 OF THE SOILS SURVEY OF BEA UFORT COUNTY � ------�----- ,_ h. _ ,� _} T .__.._._.-----.._.___-�------�:��- �;�- �__—�----._.__-= �_ —�.•�_.—...s.._ � ; '��=_ _p �.., • r.}, N III �� T ' ,/ • - �,.- / � ,1 . ` q � �'/ , .. , l � � , M ,.a. , `) J_ • _-�_-- .,. � -. 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F�z+; +• : �i� .. + +� � '" ,� . l�a� ,�" :�r.�f+ ,1# !�i�t���° s ;�o.��. � •1 _v. `ii� ..k� ~s�.� u . . +��� '�: �� � .: r r: � • Cg - 30 to 80 inches: 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: Very high • 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 to 12 inches • Frequency of flooding: Very frequent • Frequency of ponding: None • Salinity, maximum in profile: Very slightly saline to slightly saline (2.0 to 4.0 mmhos/cm) • Sodium adsorption ratio, maximum in profile: 10.0 • Available waterstorage in profile: High (about 11.1 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigatedJ: 8w • Hydrologic Soil Group: A/D At—Augusta fine sandy loam Map Unit Setting • National map unitsymbol: 3r23 • Elevation: 0 to 30 feet • Mean annual precipitation: 42 to 58 inches • Mean annual air temperature: 61 to 64 degrees F • Frost free period: 190 to 270 days • Farmland classification: Prime farmland if drained Map Unit Composition • Augusta, drained, and similarsoils: 80 percent • Augusta, undrained, and similarsoils: 5 percent • Minorcomponents: 8 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Augusta, Drained Setting • Landform: Depressions on marine terraces, flats on marine terraces • Down-slope shape: Linear • Across-slope shape: Linear • Parent material: Sandy and loamy fluviomarine deposits and/or marine deposits Typical profile • Ap - 0 to 5 inches: fine sandy loam • Bt - 5 to 23 inches: loa m • BCg - 23 to 31 inches: sandy loam • Cg - 31 to 80 inches: loamy sand Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: More than 80 inches • Natural drainage class: Somewhat poorly drained • Runoff class: Very high • 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 12 to 24 inches • Frequency of flooding: None • Frequency of ponding: None • Available waterstorage in profile: Moderate (about 8.0 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigated): 2w • Hydrologic Soil Group: B/D Description of Augusta, Undrained Setting • Landform: Depressions on marine terraces, flats on marine terraces • Down-slopeshape: Linear • Across-slope shape: Linear • Parent material: Sandy and loamy fluviomarine deposits and/or marine deposits Typical profile • A- 0 to 5 inches: fine sandy loam • Bt - 5 to 23 inches: loam • BCg - 23 to 31 inches: sandy loam • Cg - 31 to 80 inches: loamy sand Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: More than 80 inches • Natural drainage class: Somewhat poorly drained • Runoff class: Very high • 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 12 to 24 inches • Frequency of floodinq: None • Frequency of ponding: None • Available waterstorage in profile: Moderate (about 8.0 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigated): 3w • Hydrologic Soil Group: B/D Minor Components Tomotley, undrained • Percent of map unit: 5 percent • Landform: Flats on marine terraces, depressions on stream terraces • Down-slope shape: Linear • Across-slope shape: Linear Tetotu m • Percent of map unit: 3 percent • Landform: Flats on marine terraces • Landform position (two-dimensionalJ: Summit • Down-slope shape: Linear • Across-slope shape: Linear , � <_ s� -, i P� inB� > � ' �� _ _ , �;, , ... ,_. x � �_ . 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