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HomeMy WebLinkAbout20161129 Ver 1_PA 11-05-0010 Randolph Resubmit (NSR)_20161116Project Tracking No.: 11-�5-��1� Resubmittal oa`�"�� NO ARCHAEOLOGICAL SURVEY REQUIRED FORM ;� 'y�?� . ,A,."' R "°`.�. - +_ �; �:.. .. + ���. � This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not ���:' {�� ,M:p�;�; t�},: �II : o i��', q Qa;k�` valid for Historic Architecture and Landscapes. You must consult separately with the c,°�� _ I�..O �a: -. _. _.. .�y �:�..:::....•�� �,,�g:ec��. �s Historic Architecture and Landscapes Group. �.,; �j'4 PROJECT INFORMATION Project No: WBS No: �����C.� B-5763 45719.1.1 Federal Permit Required? County.• Randolph Document: MCDC Funding: � State � Federal � Yes ❑ No Permit Type: NWP3 Project Descriptioh: Replace Bridge 129 over an unnamed tributary of Sandy Creek on SR2407 (Starmount Rd) in Randolph County, North Carolina. The archaeological Area of Potential Effects (APE) measures 600ft in length and 100ft in width. SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results 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 the project is federally funded and 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 improvement work. Once an APE was defined, a map review and site file search was conducted at the Office of State Archaeology (OSA) on Monday, November 9, 2015. No previously documented archaeological sites are located within the APE. One archaeological site (31RD965) is situated adjacent to the APE southwest of the creek. Following a reexamination of the archaeological site form for this resource, the site is unlikely to extend into the APE or right- of-way. Also, intact deposits and NRHP eligible cultural features are uncomrnon occurrences at redundant non- descipt lithic sites like 31RD965. An analysis 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 Randolph 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 (Ce62, RvA) 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. "No ARCHAEOLOGY SURVEY RLQUIRED "fonn for rhe Amended Minor Transporlalion Projecls as Qualifred in the 2015 Programmalic Agreement. 1 of 3 Project Tracking No.: 11-OS-0010 Resubmittal Brief Explanation of why the available information provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE: The project APE is absent of NRHP listed historic properties, previously documented archaeological sites, and cemeteries. The proposed bridge replacement work is unlikely to affect areas outside the margins of the largely impacted existing right-of-way. Previously recorded archaeological site 31RD965 is not a NRHP eligible resource and consititutes a redundant and common site type documented in the county. As currently proposed, the site will not be disturbed by the bridge work. No further archaeological input or work will be necessary for this NCDOT project. A finding of "no archaeological survey required" is considered appropriate. SUPPORT DOCUMENTATION See attached: ❑ Map(s) ❑ Previous Survey Info ❑ Photos ❑Correspondence ❑ Photocopy of County Survey Notes Other: FINDING BY NCDOT ARCHAEOLOGIST �OARC,'l1AEUL(>GYS. URVE���� "No ARCHAEOLOGY SURVEY RL•QU/RED" form for rhe Amended Minor Transporta�ion Projects ar Qualifred in rhe 201 S Programma(ic Agreement. 2 of 3 1 - d. 1 9ZbZ �;, �. . ; N ,i� Pda ,, t� ; °_.i ,, ..Q . 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Data copyrlght o1 Content owner. www.tlelorme.com o.o�w Ce62-�Cecil sandy clay loam, 2¢a H percent slopes, mUder�ateiy eroded Map Unit Setting • National map unit symbol: 3y66 • Elevation: 200 to 1,400 feet • Mean annual precipitation: 37 to 60 inches • Mean annual air temperature: 59 to 66 degrees F • Frost free period: 200 to 240 days o Farmland clnssification: All areas are prime farmland Map Unit Composition • Cecil, moderately eroded, and similarsoils: 88 percent • Minor components: 12 percent • Estimates are based on observations, descriptions, and transects of the mapunit. 9Pscription of Cecil, Moderately froded Setting • Landform:lnterfluves • Landform position (two-dimensionalJ: Summit • Landform position (three-dimensional): Interfluve • Down-slope shape: Convex • Across-slope shape: Convex • Parent material: Saprolite derived from granite and gneiss and/or schist Typical profile • Ap - 0 to 6 inches: sandy clay loam • Bt - 6 to 40 inches: clay • BC - 40 to 48 inches: clay loam • C- 48 to 80 inches: loam Properties and qualities • Slope: 2 to 8 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: More than 80 inches • Frequency of flooding: None • Frequency of ponding: None • Available waterstorage in profile: Moderate (about 7.4 inches) Interpretive groups • Land capability classification (irrigatedJ: None specified • Land capability classification (nonirrigatedJ: 3e • Hydrologic Soil Group: B Minor Components Madison, moderately eroded • Percent of map unit: 8 percent • Landform:lnterfluves • Landform position (two-dimensionalJ: Summit • Landform posirion (three-dimensionalJ: Interfluve • Down-slope shape: Convex • Across-slope shape: Convex Vance, moderately eroded • Percent of map unit: 4 percent • Landform:lnterfluves • Landform position (two-dimensional): Summit • Landform position (three-dimensionalJ: Interfluve • Down-slope shape: Convex • Across-slope shape: Convex RvA—Riverview sandy loam, 0 to 2 percent slopes, frequently flooded Map Unit Setting • National map unitsymbol: 3y74 • Elevation: 200 to 1,400 feet • Mean annual precipitation: 37 to 60 inches • Mean annual air temperature: 59 to 66 degrees F • Frost free period: 200 to 240 days • Farmland classification: Prime farmland if protected from flooding or not frequently flooded during the growing season Map Unit Composition • Riverview and similarsoils: 85 percent • Minorcomponents: 5 percent • Estimates are based on observations, descriptions, and transecis of the mapunit. Description of Riverview Setting • Landform: Flood plains • Down-slope shape: Linear • Across-slope shape: Linear • Parent material: Loamy alluvium derived from igneous and metamorphic rock Typical profile • Ap - 0 to 18 inches: loam • ew -18 to 46 inches: loam • C1 - 46 to 55 inches: sandy loam • C2 - 55 fo 72 inches: clay loam • C3 - 72 to 80 inches: loam Properties and qualities • Slope: 0 to 2 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 36 to 60 inches • Frequency of flooding: Frequent • Frequency of ponding: None • Available waterstorage in profile: High (about 10.6 inches) Interpretive groups • Land capability classification (irrigated): None specified • Land capability classification (nonirrigatedJ: 3w • Hydrologic Soil 6roup: B Minor Components Wehadkee, undrained • Percent of map unit: 5 percent • Landform: Depressions on flood plains • Down-slope shape: Concave • Across-slope shape: Linear CcC—Cecil sandy loam, 8 to 15 percent slopes Map Unit Setting • National map unit symbol: 3y65 • Elevation: 200 to 1,400 feet • Mean annual precipitation: 37 to 60 inches • Mean annual air temperature: 59 to 66 degrees F • Frost free period: 200 to 240 days • Farmland classification: Farmland of statewide importance Map Unit Composition • Cecil and similar soils: 85 percent • Estimates are based on observations, descriptions, and transects of the mapunit. Description of Cecil Setting • Landform:lnterfluves • Landform position (two-dimensionalJ: Summit, shoulder • Landform position (three-dimensionalJ: Interfluve • Down-slope shape: Convex • Across-slope shape: Convex • Parent material: Saprolite derived from granite and gneiss and/or schist Typical profile • Ap - 0 to 8 inches: sandy loam • Bt - 8 to 42 inches: clay • BC - 42 to 50 inches: clay loa m • C- 50 to 80 inches: sandy loam Properties and qualities • Slope: 8 to 15 percent • Depth to restrictive feature: More than 80 inches � 35°52'30" � f ` _ %� � n � -- � 2410 _ o � -� l�'�. %�� �� ir ' ,e � �/ �� s-���/�- `� � � 0. � � . � �//. 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DO�� , � .� , , : .. _ �_ . � , � � ., , � ` i �„ _- ) ,� ; , : „ � ==_- . i „ : �,- „ - � , • �� . �� � � �� � � �,� , �! ���_. ,, REQUEST FOR CULTURAL RESOURCES REVIEW FORM (/�Uff- / �' Projecl Tracking No. (/nternal Use) ........�.�__ __.....�......�_....�.........._.....__._..........��_....�_...._...: ��� �,s_oo�, i ; MEMORANDUM TO: Drew Joyner, Human Environment Section 1598 Mail Service Center, Raleigh, NC 27699-1598 Send Electronic Submittals to: PAtracker@ncdot.�/ ATTENTION: Matt Wilkerson, Archaeology Supervisor ���''� -/s��/ Mary Pope Furr, Historic Architecture & Landscapes Supervisor �`��al�f FROM: REX BADGETT � ENVIRONMENTAL SPECIALIST II — DIVISION 8 �� DATE: 11/6/15 PROJECT INFORMATION '�''' Project No: B-5763 County: Randolpli""� WBSNo**: 45719.1.1 Document Attachment G Fed. Aid No: Funding: � State � Federal USGS Quad Liberty Project ASAP Naine: Schedule: Proiect Description: REPLACE BRIDGE #129 OVER AN UNNAMED TRIBUTARY OF SANDY CREEK ON SR 2407 IN RANDOLPH COUNTY. ** 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: Detour Route: Existing ROW: Proposed 60' ROW.• Existing X- Proposed X- section: section: Structure to be Bridge Structure 1967 Replaced: Build Date: Addition�l Desi�n Infor�nation: Bridge will be replaced on existing alignment.