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HomeMy WebLinkAbout20150765 Ver 1_040017-NSR-13-09-0007 Ashe_2015073113-09-0007 /o ���. NO ARCHAEOLOGICAL SURVEY REQUIRED FORM ,�,'� t�� ;�q"�,��4. °`' This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not �� ,� � ili'I#ii'�(�:tw,�; �'. � :__- ° �. �� s�,r; valid for Historic Architecture and Landscapes. You must consult separately with the ��:;`2aa '°: �.,Q�' Historic Architecture and Landscapes Group. ��,,��j'�� PROJECT INFORMATION Project No: Bridge 17 ►r ; y��n F.A. No 17BP.11.R.68 n/a Federal Permit Required? County: Document. Ashe MCS Funding: � State ❑ Federal � Yes ❑ No Permit Type: NWP3 or NWP14 Project Description: This project proposes to replace Bridge No. 17, which carries SR1109 (Mill Creek Rd) over Mill Creek in Ashe 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 17 and measures 600ft in length (300ft from each bridge end point) and 1 SOft in width (75ft from each side of the SRII09 center-line). SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, resu[ts of review, and conclusions: The project area is located in the southern-most portion of Ashe, just north of the Watauga County border within the small Mill Creek community. Mill Creek, included within the New River Drainage Basin, constitutes a second order stream flowing north to south through the project area. It empties into the South Fork New River a few miles southeast of the projet area. This section of Ashe County is characterized by steep, inter-mountain terrain dissected by relatively narrow v-shaped stream valleys. The APE consists of marginal, poorly drained areas bordered by 25% to 60% sloping ground surfaces. Further, land alteration impacts associated with the utilization of heavy machinery for road, driveway, and other construction modification activities is evident in the study area. A map review and site file search was conducted at the Office of State Archaeology (OSA) on Tuesday, September 10, 2013. No previously recorded archaeological sites are situated within or adjacent to the APE, or positioned within a one or more mile radius of the proposed replacement location. Several prehistoric archaeological sites have been documented to the south in the South Fork New River floodplain and upon the landforms immediately surrounding (Lautzenheiser 1990). All of these resource were determined to be lithic (unknown subperiod) or Late Archaic in temporal-cultural affiliation. Strangely, no prehistoric ceramic components were identified at these sites. Since these site locations retained no integrity (re-deposited materials in floodplain/upland erosion) and lacked the ability to convey significant information, they were recommended not eligible for inclusion to the National Register of Historic Places (NRHP). However, this data demonstrates that the southern portion of Ashe County in the vicinity of the South Fork New River was populated or inhabited during the Archaic, with a more focused pattern of settlement during the later segment of this stage, around the Archaic-Woodland transition. Because of this prehistoric occupational proxy to the Bridge 17 APE, a slightly heightened or moderate potential exists for documenting similar resources in the direct vicinity of the project area. 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 none of the above designated property types were located within or adjacent to the project area. Historic maps of Ashe 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 "No ARCHAEOLOGYSURVEYREQUIRED"forni Jor Minor Ti�nspormtion Projects ns Qunlified in the 2007 P��ogranunatic Agreemen(. 1 of2 materials were inspected as well. In general, the historical review established an absence of NRHP listed properties, archaeological sites, or cemeteries within the APE, but determined the project study area contains a slightly amplified potential for the documentation of prehistoric resources. In addition, topographic, geologic, environmental, and NRCS soil survey maps (To) were referenced to evaluate, geomorphological, hydrological, pedeological 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 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. 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 contains no NRHP listed historic properties, previously documented archaeological sites, or cemeteries. According to topographic mapping and aerial imagery, Mill Creek snakes in an "S" fashion through the APE. It trends parallel to the roadway in the northeastern quadrant as well as the southwestern quadrant. As a result, the APE is comprised of the creek channel and very poorly drained ground surfaces in these areas. The northwestern quadrant is rife with disturbance elements (road, graded driveway) and the southeastern quadrant is characterized by marginal, poorly drained-frequently flooded ground surfaces. Despite evidence of past prehistoric occupation in the vicinity, the APE has a low potential for the recovery of intact NRHP eligible archaeological deposits. 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 11 bridge replacement project. SUPPORT DOCUMENTATION See attached: � Map(s) � Previous Survey Info ❑ Photocopy of County Survey Notes FINDING BY NCDOT ARCHAEOLOGIST NO ARCHAEOLOGY SURVEY REQUIRED � � Photos ❑Correspondence Other: g/1 Z/26r NCD T ' "No ARCNAEOLOGYSURVEY REQUIRED "foim for Mrnor Tinnsportnlron Projects ns Qunlified in the 2007 Progrnummtic Agreenrent. 2 of 2 o�ao�� � � .�°� s ' ° �, �, `��, `� 1 �.i � — � �' � i fr � � ' a�' �� � �� �'� �, �� � ,� r_�_ ° � F i ��, �'S, .~� �y� . 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' ��r`1 �� _ ' � ��_ + � +�., � , �;'V ,�! � � �' `�� _ °�r+ �� r f. , ti �. ��, �' - 1 5, ���.C, r,. �r'� . �'�" ��`�,, �r ; �� �i � '�. - -. � ! � �� .� �=; �_ �,r � r,�• - �i ;' �r � . � r� �� .;�f� `_• � i.�. _ �'. � .,� � :"� ��}��� -t� .� . �3�?�,.�. � _}�, � , ; , _- , ��I To—Toxaway loam Map Unit Setting • Elevation: 1,850 to 2,050 feet • Mean annual precipitation: 45 to 70 inches • Mean annual air temperature: 46 to 57 degrees F • Frost free period: 116 to 170 days Map Unit Composition • Toxaway, frequently flooded, and similarsoils: 80 percent • Toxaway, undrained, and similarsoils: 10 percent Description of Toxaway, Frequently Flooded Setting • Landform: Depressions on flood plains • Down-slope shape: Linear, concave • Across-slope shape: Concave • Parent moterial: Loamy alluvium Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: More than 80 inches • Drainage dass: Very poorly drained • Capacity of the most limiting layer to transmit water (KsotJ: Moderately high to high (0.57 to 1.98 in/hr) • Depth to water table: About 0 to 12 inches • Frequency of flooding: Frequent, None • Frequency of ponding: None • Available water capacity: Moderate (about 8.1 inches) Interpretive groups • Farmland classification: Prime farmland if drained and either protected from flooding or not frequently flooded during the growing season • Land capability (nonirrigated): 4w • Hydrologic Soil Group: B/D Typical profile • 0 to 26 inches: Loam • 26 to 80 inches: Stratified sandy clay loam to sand Description of Toxaway, Undrained Setting • Landform: Depressions on flood plains • Down-slopeshape: Linear, concave • Across-slope shape: Concave • Parentmaterial: Loamyalluvium Properties and qualities • Slope: 0 to 2 percent • Depth to restrictive feature: More than 80 inches • Drainage class: Very poorly drained • 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 0 to 12 inches • Frequency of flooding: Frequent, None • Frequency of ponding: None • Available water capacity: Moderate (about 8.1 inches) Interpretive groups • Farmland classification: Prime farmland if drained and either protected from flooding or not frequently flooded during the growing season • Land capability (nonirrigatedJ: 6w • Hydroloqic Soil Group: B/D Typical profile • 0 to 26 inches: Loam • 26 to 80 inches: Stratified sandy clay loam to sand EsF—Evard stony loam, 25 to 60 percent slopes Map Unit Setting • Elevation: 1,400 to 4,500 feet • Mean annual precipitation: 45 to 60 inches • Mean annual air temperature: 45 to 57 degrees F • Frost free period: 110 to 170 days Map Unit Composition • Evard and similarsoils: 80 percent Description of Evard Setting • Landform: Mountain slopes, ridges • Landform position (two-dimensionalJ: Backslope, summit • Landform position (three-dimensionalJ: Upper third of mountainflank, side slope • Down-slope shape: Convex • Across-slope shape: Linear • Parent material: Creep deposits over residuum weathered from igneous and metamorphic rock Properties and qualities • Slope: 25 to 60 percent • Depth to restrictive feature: More than 80 inches • 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: More than 80 inches • Frequency of flooding: None • Frequency of ponding: None • Available watercapacity: Moderate (about 7.5 inches) Interpretive groups • Farmlond classification: Not prime farmland • Land capability (nonirrigatedJ: 7s • Hydrologic Soil Group: B Typical profile • 0 to 7inches: Stony loam • 7 to 32 inches: Sandy clay loam • 32 to 36 inches: Sandy clay loam • 36 to 90 inches: Sandv loam EvF—Evard loam, 25 to 45 percent slopes Map Unit Setting • Elevation: 1,400 to 4,500 feet • Mean annual precipitation: 45 to 60 inches • Mean annual air temperature: 45 to 57 degrees F • Frost free period: 110 to 170 days Map Unit Composition • Evard and similar soils: 80 percent Description of Evard Setting • Landform: Mountain slopes, ridges • Landform position (two-dimensionalJ: Backslope, summit • Landform position (three-dimensionalJ: Upper third of mountainflank, side slope • Down-slope shape: Convex • Across-slopeshape: Linear • Parent material: Creep deposits over residuum weathered from igneous and metamorphic rock Properties and qualities • Slope: 25 to 45 percent • Depth to restrictive feature: More than 80 inches • Drainage class: Well drained • 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 water capacity: Moderate (about 7.9 inches) Interpretive groups • Farmland classification: Not prime farmland • Land capability (nonirrigated): 6e • Hydrologic Soil Group: B Typical profile • 0 to 7inches: Loam • 7 to 32 inches: Sandy 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' :.� , .' � $ �� �..�,.�y � ' + ' „�, w � � � � ; 4 � �•�+ • � " v � �,. ,t �a" _ . ?` ' :4"€ � . . ` i ,: , ����` '�} . n.� I�QUEST FOR CiJi,'I'iJI�L 1z�SOURCES �EVI�VV FO�?I�7 Yroject 7i•acking A�o. (Inlernal UseJ _.._ _ . _._......_._...___.. O�-� �- o��� � _ � ___J MEMORANDUM TO: Dre�v Joyner, Human Environment Unit 1598 Mail Service Center, Raleigh, NC 27699-1598 ATTENTION: Matt Wilkerson, Archaeology Supervisot• ��ir�R�(� SEp 0 4 201� Maiy Pope Furr, Historic Architecture Supervisoc FROM: Pamela R. Williams ,�� Priority P�•ojects Engineei• O SUBJI;CT': ;�equest for Cultu�•al Resources Revie�v AUG 3 0 2013 GATE: �1„uu5t 30, 2013 "�'�j .�..�� PROJECT I1�iFOR1VIA'I'YON Project No: Str. # 40017 Cou»�y: ASIHE LILR data Sheet (PCE) or WIfS 11�0: 17BP.11.R�C3 Dnca�ment: Minimum G�iteria checklist F.A. 11ro: N/.A Fuj�rling: � State ❑ Federal i�sUS �UU�: �ranD Fr•oject Descr�iptiort: �Er�L,�CE ts��t�i�� 1W0. 4�017 O✓�,� ��lIL�, C1�E�'k (��V �'�ZI109 Replace structure at exis.*.i1�g location. Area of potenlial effects is 75' either side from the centerli��e of the road��ay/bt�idge and 300' from either end of the bridge. Pur��ose & Need: Bridge is in poor �ondition and selected to be repfaced under the 5tate Funded Bridge Replacement Pcogram-Design-Bui(d Year 3 Express Design-Build. S�C;IH�llULING AI�1D �;�1N'�AC'�' I�FO�dIVIATi�i� Dute 1Veec%d: Septe�tiber 30, 20 i 3 F,ngrneet°: Pan� �'illiams Tel 919-707-6608 Er�aail prwilliams@ncdot.gov DE�I�1� �1�1�'OI2M��'HO�1V Pi�ojeci Length: ���pi•axiin�atie�y �00 feet E.xist. R/W.• �0 ieet or ;i�o��� ditch line to Ps°oposed R/W.• �'es but will ditcll line mai�rtai��ed Vary E.ei�t. Speed Lintit: 1J�A P�°oposed Speed I irr�it: N/A Exisr`. .�'-Seclion: O�ne lane in �acl� direction Detoa�r• Rozrte: 7ff fiite St;�7;cture ;'y�;e: Br`cl�;e year Baiill: 196�