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HomeMy WebLinkAbout20171101 Ver 1_Historic/Prehistoric Information_20170901 (2)13-08-0059 ��"�� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM ,�� %� ° 4���: ,;�'��;=• �� . ' q' � R. . This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ;�`� ��_ �'rA _�_��.���� ��:= : �,�.;o �o,:� valid for Historic Architecture and Landscapes. You must consult separately with the �+ --�'0 �,a: ... � �:.'��.....:::...: �` . ��n,_�{�� Historic Architecture and Landscapes Group. � _. „�,�Q. PROJECT INFORMATION Project No: Bridge 127 County: Transylvania WBSNo: 17BP.14.R.123 Document: MCS F.A. No: n/a Funding: � State ❑ Federal Federal Permit Required? � Yes ❑ No Permit Type: NWP3 - TVA Project Description: This project proposes to replace Bridge No. 127, which carries SRI541 (Williamson Creek Rd) over Williamson Creek in Transylvania County, North Carolina. According to the environmental input request, the undertaking involves the in place replacement of the structure along the existing alignment, thereby minimizing potential surface and subsurface disturbances at this location. An off-site detour route is anticipated. The archaeological Area of Potential Effects (APE) is centered upon Bridge 127 and measures 600ft in length (300ft from each bridge end point) and 1 SOft in width (75ft from each side of the SRI541 center-line). SUMMARY OF CULTURAI. RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: The project area is located in the east-central portion of Transylvania, a couple of miles east of Brevard. Williamson Creek, subsumed within the French Broad Rlver Drainage Basin, constitutes a second order stream trending south to north through the project area. It empties into the French Broad River a few rniles northeast of the APE. This section of Transylvania County is characterized by a combination of rugged terrain, strongly sloping topography, and large, level floodplain expanses surrounded by hilly relief. Half of the Bridge 127 APE subsumes the Williamson Creek channel flowing parallel to the roadway, while the remainder encompasses flanking 30% to 50% sloping hillsides. A map review and site file search was conducted at the Office of State Archaeology (OSA) on Thursday, August 29, 2013. No previously documented archaeological sites are located within the projects APE or adjacent to the study area. Numerous prehistoric archaeological sites have been documented in the French Broad River floodplain to the west, signifying an established pattern of preferential occupation at these level, well-drained, resource-laden locations during the Late Archaic and Woodland cultural stages. Since the current APE does not embrace corresponding or equivocal environmental characteristics as those sites recorded to the west, the likelihood of documenting similar prehistoric resources at the bridge replacement locale is considered low. 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 resources available on the NCSHPO website concluded that one (SS) property was located within or adjacent to the project area. The Wilson-Gillespie Cabin (TV0213) appears to be situated in the southwestern quadrant beyond the proposed construction impact zone. Although determined ineligible for the NRHP or Study List, this structure location demonstrates a presence and utilization of this area during earlier historic times. Historic maps of Transylvania County and the APE 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. In general, the historical review established an absence of NRHP listed properties, archaeological sites, or cemeteries within the APE, and determined the vicinity surrounding the project area to have a low potential for documenting prehistoric sites and a moderate potential for historic site recordation. "No ARCHAEOLOGYSURVEY REQUIRED "form for Minor Ti�nnspartnlion Projects ns Q:mlified in !he 2007 Pi•ogrnmmntic Agreenient. 1 of 2 In addition, topographic, geologic, environmental, and NRCS soil survey maps (To, AnF) were referenced to evaluate pedeological, geomorphological, hydrological, and other elements that may have resulted in past occupation at this location. Construction design data was examined for determining the potential impacts to the APE ground surfaces, and aerial photographs (NCDOT Spatial Data Viewer) and the Google Street View map application (when amenable) were examined/utilized for supplementary assessment of naturally erosive or human induced disturbances that may typify the APE. Brief Explanation of why the available inforination provides a reliable basis for reasonablypredicting that there are no unidentified historic properties in the APE: The project APE contains no NRHP listed historic properties, previously documented archaeological sites, or cemeteries. According to topographic mapping, aerial imagery, and project photographs contained in the bridge inspection report, the southeastern and northwestern project quadrants are typified by the Williamson Creek channel running parallel to the roadway. The underlying soils and those directly proximal are considered somewhat to very poorly drained and occasionally flooded. The remaining two quadrants are characterized by excessively sloping ground surfaces. Because of the constricted nature of the project area and lack of well-drained landforms, the potential for documenting cultural resources is remote. Since the bridge replacement is diminutive in scope, state-funded, and proposes no alteration of undisturbed ground areas beyond the existing ditch-lines, meaningful archaeological sites/deposits are unlikely to be affected by the project. No further archaeological input or work will be necessary for this NCDOT Division 14 bridge replacement project. SUPPORT DOCUMENTATION See attached: � Map(s) � Previous Survey Info ❑ Photocopy of County Survey Notes FINDING BY NCDOT ARCHAEOLOGIST NOARCHAEOLOGYSURVEYRE UIRED NCDOT � Photos ❑Correspondence Other: "Na ARCHAEOLOGYSURVEY REQUIRED "forn� for Minar Ti•auparmtion Projects ns Qua(ified in tl�e 2007 Progranmmtic Agreement. 2 of 2 -r__h�,�, 0 �� �r ti �� 5 '�t� r� � r�^ J ��$ � ��o Q� a �r � � � �'. � r�. �Q L° � � � J r f:,�� 17BP.14.R.123 - Transylvania 127 - Vicinity Map �G� �?� ta, *:5r *�r� f-`r � S`� 4- f Ar � 8 � � GL a w� r° F���� =?`-- �� - =1 Y �.``v� .` . � "� .. <i��191 t`�ITi014 � �- .. GL`Il+61'►' (,TI/p ' � . � ' �p � A ? § r C �� _' .r- 9y 9 n � � 'QSDV s�rai vv� .�r.� 4�,�L[s'�a � p� a �� r y+ 3 £.f1GC��4�f�9 � QQQp�L'�C?G1�II� . flf�9 � ,. _, ;� � „o YYi� Ci �������� � �� r �� �� a� � '��'a �:,� �`�'r �t,wq. �, � <�, 0.�°'� 'p'w °�' �+ c � �di`S� CISCi '� •. � iG� � , . c� ;Q p 9 . 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M iM1 . � '5i1� i � �7CM :'._..._ To—Cullowhee-Ela complex, 0 to 3 percent slopes, occasionally flooded Map Unit Setting • Elevation: 1,270 to 3,250 feet • Mean annual precipitation: 60 to 72 inches • Mean annual air temperature: 46 to 57 degrees F • Frost free period: 116 to 170 days Map Unit Composition • Cullowhee, occasionally flodded, and similar soils: 50 percent • Ela, occasionally flooded, and similarsoils: 40 percent • Minorcomponents: 10 percent Description of Cullowhee, Occasionally Flodded Setting • Landform: Flood plains on valleys • Landform position (three-dimensional): Mountainbase • Down-slope shape: Linear • Across-slope shape: Concave • Parent material: Loamy alluvium over gravelly and cobbly sandy alluvium Properties and qualities • Slope: 0 to 3 percent • Depih io restrictive feature: 20 to 40 inches to strongly contrasting textural stratification • Droinoge class: Somewhat poorly drained • Capacity of the most limiting layer Yo transmit water (KsatJ: High (1.98 to 5.95 in/hr) • Depth to water table: About 18 to 24 inches • Frequency of flooding: Occasional • Frequency of ponding: None • Available water capacity: Low (about 3.6 inches) Interpretive groups • Farmland classification: Farmland of local importance • Land capability (nonirrigatedJ: 3w • Hydrologic Soil Group: A/D Typical profile • 0 to 13 inches: Fine sandy loam • 13 to 23 inches: Loamy sand • 23 to 35 inches: Loamy sand • 35 to 80 inches: Extremely gravelly sand Description of Ela, Occasionally Flooded Setting • Landform: Depressions on flood plains • Landform position (three-dimensionalJ: Mountainbase • Down-slope shape: Linear, concave • Across-slope shape: Concave • Parent material: Loamy alluvium over sandy and gravelly alluvium Properties and qualities • Slope: 0 to 3 percent • Depth to restrictive feature: 20 to 40 inches to abrupt textural change • Drainage class: Very poorly drained • 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: Occasional • Frequency of ponding: None • Availoble water capacity: Low (about 4.2 inches) Interpretive groups • Farmland classification: Farmland of local importance • Land capability (nonirrigatedJ: 6w • Hydrologic Soil Group: A/D Typical profile • 0 to 15 inches: Silt loam • 15 to 28 inches: Gravelly fine sandy loam • 28 to 80 inches: Extremely cobbly sandy loam Minor Components Reddies, occassionally fiooded • Percent of map unit: 3 percent • Landform: Flood plains on valleys • Landform position (three-dimensionalJ: Mountainbase • Down-slopeshape: Linear • Across-slopeshape: Convex Dillard, rarely flooded • Percent of map unit: 3 percent • Landform: Stream terraces • Landform position (two-dimensional): Toeslope • Landform position (three-dimensionalJ: Base slope • Down-slope shape: Concave • Across-slope shape: Linear Dellwood, occassionally flooded • Percent of map unit: 2 percent • Landform: Flood plains on valleys • Landform position (three-dimensionalJ: Mountainbase • Down-slope shape: Linear • Across-slope shape: Convex Thurmont • Percent of map unit: 2 percent • Landform: Drainageways, coves • Landform position (two-dimensional): Toeslope • Landform position (three-dimensionalJ: Mountainbase, base slope • Down-slope shape: Concave • Across-slopeshape: Linear AnF—Ashe-Edneyville complex, 30 to 50 percent slopes, very rocky Map Unit Setting • Elevation: 3,750 to 4,550 feet • Mean annual precipitation: 45 to 70 inches • Mean annual air temperature: 46 to 57 degrees F • Frost free period: 124 to 176 days Map Unit Composition • Ashe, very rocky, and similar soils: 45 percent • Edneyville, very rocky, and similar soils: 40 percent • Minor components: 7 percent Description of Ashe, Very Rocky Setting • Landform: Ridges, mountain slopes • Landform position (two-dimensionalJ: Summit, backslope • Landform position (three-dimensionolJ: Upper third of mountainflank, side slope • Down-slope shape: Convex • Across-slopeshape: Linear • Parent material: Affected by soil creep in the upper solum over residuum weathered from igneous and metamorphic rock Properties and qualities • Slope: 30 to 50 percent • Surface area covered with cobbles, stones or boulders: 1.6 percent • Depth to restrictive feature: 20 to 40 inches to lithic bedrock • Drainaqe class: Somewhat excessively drained • Capacity of the most limiting layer to transmit water (Ksat): Very low to low (0.00 to 0.01 in/hr) • Depth to water table: More than 80 inches • Frequency of flooding: None • Frequency of ponding: None • Available water capacity: Low (about 3.5 inches) Interpretive groups • Farmland classification: Not prime farmland • Land capability (nonirrigatedJ: 7s • Hydrologic Soil Group: B Typical profile • 0 to 5 inches: Gravelly fine sandy loam • 5 to 21 inches: Gravelly fine sandy loam • 21 ro 29 inches: Gravelly loamy fine sand • 29 to 80 inches: Unweathered bedrock Description of Edneyville, Very Rocky Setting • Landform: Mountain slopes ridges • Landform position (two-dimensionalJ: Summit, shoulder • Landform position (three-dimensionalJ: Mountaintop, crest • Down-slope shape: Convex • Across-slopeshape: Linear • Parent material: Affected by soil creep in the upper solum over residuum weathered from igneous and metamorphic rock Properties and qualities • Slope: 30 to 50 percent • Surface area covered with cobbles, stones or boulders: 1.7 percent • Depth to restrictive feature: More than 80 inches • Drainage class: Well drained • Capacity of the most limiting layer to transmit water (Ksat): High (1.98 to 5.95 in/hr) • Depth to water table: More than 80 inches • Frequency of flooding: None • Frequency of ponding: None • Available water capocity: Moderate (about 7.5 inches) Interpretive groups • Farmland classification: Not prime farmland • Land capability (nonirrigatedJ: 7s • Hydrologic Soil Group: A Typical profile • 0 to 5 inches: Fine sandy loam • 5 to 43 inches: Fine sandy loam • 43 to 80 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E„ � �y, .rEourCe: lsri� D1gi2i1fi16Y�lr�y'���lYt, i•CVbed� VSQ�� U5G5� A!%� Getmepqi _ �o�rYd . �,�i� *" ilYti p sn`�� ,� fi ti r�Con�.nunity � R" �`. ^ ... .W a '.. t.'i.'"t. _ . '- `�t '�'��i��+ 1C1it .x'' t� � __ i S�Y D�il')ult Ma0 �•�iL..:. .t�.� s�.� _ � ��"� �.�i♦ _a. Structure 870127 County TRANSYLVANIA Date: 08/21/2012 Structure Photos UP STREAM SOUTH WEST REQUEST FOR CULTURAL RESOURCES REVIEW FORM Project Tracking No. (Internal UseJ �.,3- p 8 ro o�% MEMORAND.UM TO: Drew Joyner, Human Environment Section '� 1598 Mail Service Center, Raleigh, NC 27699-1598 �rER� Send Electronic Submittals to: PAtracker@ncdot.g D AUG 21 Zp13 ATTENTION: Matt Wilkerson, Archaeology Supervisor � Mary Pope Furr, Historic Architecture & Landscap FROM: JOSH DEYTON AUG 1 5?O�3 DIVISION 14 — BRIDGE PROGRAM MANAGER DATE: 8/14/2013 , s s . w � � . • � i ��r •^.l.r�..ir�r�+ PRfI_TF.(''T iNF(IRMATT(1N Project No: N/A County: Transylvania WBSNo**: 17BP.14.R.123 Document MCC Type: - Fed. Aid No: N/A Funding: � State ❑ Federal USGS Quad Brevard Project By December 2013 Name: Schedule: Proiect Descrivtion: Replacement of Bridge No.870127 over Williamson Creek on SR 1541 (Williamson Creek Road). ** Work cannot begin until a charge number is provided that can be billed to by staff in the Human Environment Section. DESIGN INFORMATION Project Length: 300' each way of structure Detour N/A with 75' each side of Route: structure Existing ROW: Unknown Proposed TBD ROW.• Existing X- 26' Out to out bridge Proposed X- TBD section: width section: Structure to be Timber Bridge Structure 1961 Re laced: Build Date: Additional Design Information: 19'0" x 6'1" Aluminum Box Culvert