20170179 Ver 1_620019 Moore No NRHP Archaeological Sites Present Form_20170210

Project Tracking No.:
15-11-OOZO
NO NATIONAL REGISTER OF HISTORIC PLACES
o� '��' �� ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES .�'�'�,�
��Q � PRESENT FORM t� � �'
fI2 -��.;�;� [�'�: i ._. o
"¢-o.�"° '�' This form onl ertains to ARCHAEOLOGICAL RESOURCES for this ro'ect. It is not . `��
Y P P J � .`''•..r......�.
���`� valid for Historic Architecture and Landscapes. You must consult separately with the �.`��
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No.
WBS No:
F.A. No:
Structure 620019
17BP.8.R.89
N/A
Federal Permit Required?
County:
Document:
Moore
Attachment G
Funding: � State ❑ Federal
� Yes ❑ No Permit Type.• NWP#3
Project Description: NCDOT's Division 8 is proposing to replace Bridge No. 19 on SR 1112 (Roseland
Road) over Deep Creek in Moore County. Bridge No. 19 was constructed in 1956 and is now considered
to be structurally deficient and functionally obsolete. Proposed survey limits are to measure
approximately 750 feet from either end of the bridge, 100 feet North of the centerline along SR 1112
(Roseland Road), and 125 feet South of the centerline along SR 1112 (Roseland Road). Existing ROW
along SR 1112 (Roseland Road) is currently set at 60 feet (30 feet to either side of centerline). Based on
the these dimensions, the Proposed Study Area encompasses about 7.8 acres (339,550 square feet)
inclusive of the existing roadway and structure to be replaced.
SUMMARY OF ARCHAEOLOGICAL FINDINGS
The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed the subject
project and determined:
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//
There are no National Register listed or eligible ARCHAEOLOGICAL SITES present
within the project's area of potential effects. (Attach any notes or documents as needed)
No subsurface archaeological investigations were required for this project.
Subsurface investigations did not reveal the presence of any archaeological resources.
Subsurface investigations did not reveal the presence of any archaeological resources
considered eligible for the National Register.
All identified archaeological sites located within the APE have been considered and all
compliance for archaeological resources with Section 106 of the National Historic
Preservation Act and GS 121-12(a) has been completed for this project.
Brief description of review activities, results of review, and conclusions:
A map review and site file search was originally conducted at the Office of State Archaeology (OSA) on
Thursday, December 17, 2015. A comprehensive archaeological survey has never been conducted along
this stretch of SR 1112 (Roseland Road), and no archaeological sites have been documented within the
vicinity of the proposed project. Digital copies of HPO's maps (West End Quadrangle) as well as the
HPOWEB GIS Service (http://gis.ncdcr.gov/hpoweb/) were also last reviewed on Thursday, December
17, 2015. There are no known historic architectural resources located within or adjacent to the Study
Area. In addition, topographic maps, historic maps (NCMaps website), USDA soil survey maps, and
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PR6'SENT "
form for Minar Transportarion Projects as Qualifted in the 2007/2075 Programmatic Agreement.
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Project Tracking No.:
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historic orthophotography were utilized and inspected to gauge environmental factors that may have
contributed to historic or prehistoric settlement within the project limits, and to assess the level of
modern, slope, agricultural, hydrological, and other erosive-type disturbances within and surrounding the
archaeological APE.
As stated in the Survey Required Form for this project, "Although State funds are to be used for this
project, a Federal permit will be required as well as temparary easements. Therefore, there may be
environmental impacts beyond what is currently owned and maintained by the NCDOT. At this time, we
are in compliance with NC GS 121-12a since there are no eligible (i.e. National Register-listed)
archaeological resources located within the project's Study Area that would require our attention. None
of the property along the corridor is owned by the State of North Carolina so a State Archaeological
Resources Protection Act (ARPA) pernut will not be required. However, if the project corridor were to
be extended for whatever reason in either direction, property maintained by the Wildlife Resources
Commission as Sandhills Game Land could be affected. From an environmental perspective, the Study
Area straddles the floodplain of Deep Creek, falls within the Sandhills physiographic region of North
Carolina, and is composed of various soil types (in order of prevalence): Bibb loam, 0-2% slopes,
frequently flooded (Bb), Ailey loamy sand, 2-8% slopes (AeB), Ailey loamy sand, 8-15% slopes (AeD),
Gilead loamy sand, 2-8% slopes (GhB), Candar sand, 4-12% slopes (CaC), and Vaucluse loamy sand, 2-
8% slopes (VaB). Most of the Study Area can be considered a flood hazard; however, a relatively level
stream terrace at the confluence of Deep Creek and Rays Big Branch is present. The archaeological
probability for such a landform would be moderate to high, and consistent with the environmental and
geological setting of documented archaeological sites in the region. From a historic perspective, early
roadbeds and/or crossings of Deep Creek may also be present within the Study Area as noted after a
review of modern LiDAR data. Current soil conditions and overall topography in the vicinity Bridge No.
19 would suggest that specific sections of the Study Area should be the focus of any formal
archaeological investigations. Based on the information provided, an archaeological survey is, therefore,
recommended for the proposed project. A visual inspection of the entire Study Area should be conducted,
followed then by systematic archaeological excavations within areas of moderate to high archaeological
probability (i.e. well-drained to moderately well-drained soils). Should the description of this project
change or design plans be made available prior to construction, additional consultation regarding
archaeology will be required."
Field investigations for the replacement of Bridge No. 19 on SR 1112 (Roseland Road) over Deep Creek
occurred on Friday, February 26, 2016, and were comprised of a pedestrian survey and systematic shovel
testing to locate and assess potentially significant archaeological remains that could be damaged or
destroyed by the proposed project as described above. The entire extent of the project's Study Area was
visually inspected in order to determine the need for excavations. Based on current soil conditions,
shovel tests were positioned strategically to investigate the stream terrace at the confluence of Deep Creek
and Rays Big Branch. Five (5) shovel tests were positioned 30 meters apart in an area of well-drained
soils; one (1) radial shovel test was necessary since one (1) lithic flake was recovered in one of the shovel
tests. Please refer to the Shovel Test Discussion for detailed descriptions (soil strata, color, and texture)
of each shovel test. Six (6) shovel tests, in all, were excavated on the stream terrace landform, which is
currently utilized as fenced-in pastures for sheep and llamas for the Santa Maria Farm. Landscape
alterations are evident on the landform; fill material has been brought in or moved from elsewhere on the
landform to level out the east edge of one of the animal pens in an effort to fill in a low spot. This small
section of the pen was supposed to consist of Ailey loamy sand, 8-15% slopes (AeD), a strongly sloping,
well-drained soil on side slopes; its currently level topography and soil profile would not suggest such a
setting. A drainage ditch, running northeast to southwest, has also been cut-and-iilled within one of the
animal pens to facilitate runof£ Based on the typical AeB soil profile (mentioned above), most of the
shovel tests exhibited some degree of disturbance and/or subtle differences as to what was expected. STP
1 showed characteristics of an adjacent soil type, that being Gilead loamy sand, 2-8% slopes (GhB),
which is typically located on side slopes along drainages. Although STP 1 could be considered
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PR6'SENT "
form far Minar Transportarion Projects as Qualifted in the 2007/2075 Programmatic Agreement.
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Project Tracking No.:
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stratigraphically intact, no cultural materials were recovered from it. STPs 4 and 5, based on their soil
profiles, were considered disturbed, showing signs of deflation and/or cutting-and-filling. STP 3 was
positioned on the high spot of the landform. Despite it having a relatively intact soil profile, no cultural
materials were recovered from it. Finally, both STPs 2 and 2a (radial) revealed the same soil profile, with
STP 2 being positive with the recovery of one (1) lithic flake. However, both STPs 2 and 2a also revealed
the absence of a subsurface sand layer, based on the typical soil profile for either AeB or GhB; instead, a
dark brown loamy sand layer transitioned into a layer of clay loam with no intervening layer of sand.
Although a prehistoric artifact was recovered from STP 2, these two shovel tests should also be
considered disturbed because of a lack of stratigraphic integrity. Therefore, the possibility of intact
archaeological deposits on this landform is low. The one (1) artifact recovered was a nondiaganostic
metavolcanic bifacial thinning flake/tertiary flake, weighing 0.1 gram and measuring 1.3 cm x 0.8 cm.
Based on the NCDOT Archaeology Group's Lithic Material Identification Guide, developed with the
North Carolina Geological Survey, the lithic sample may represent a welded tuff, a flow-banded lava, or a
bedded tuffaceous siltstone.
From a historic perspective, an old roadbed is present within the Northwest Quadrant of the Study Area,
across from where a private road (Stoney Trace Lane) intersects with SR 1112 (Roseland Road). This old
roadbed then leads outside the Study Area to an old crossing of Deep Creek. Based on historic mapping
of the area, this roadbed and crossing date back to at least the 1910s (Moare County Rural Delivery
Routes) and were still in existence by 1957 (Jackson Springs USGS Quad Map [1:62,500]), but then were
no longer being used and/or depicted by 1982 (West End USGS Quad Map [1:24,000] and Southern Pines
USGS Quad Map [1:100,000]). The current alignment of SR 1112 (Roseland Road) across Deep Creek
was constructed between 1942 and 1949, with the current bridge built in 1956, replacing an earlier
structure. The old roadbed and crossing were then eventually abandoned. Because of the 20th century
timeframe for the roadbed and crossing, neither resource was documented as an archeological site.
Overall, one (1) archaeological isolate was recorded within the project's Study Area, and has been
recorded as Site 31MR391 with the Office of State Archaeology (OSA). Site 31MR391 is recommended
as not eligible for the National Register of Historic Places (NRHP) because it retains no stratigraphic
integity and has no potential to provide important information beyond that which has already been
documented. No additional archaeological work should be required. Therefore, a finding of "No NRHP-
eligible or -listed archaeological sites present" is considered appropriate in association with this bridge
replacement project. Should the description of this project or design plans change prior to construction,
then additional consultation regarding archaeology will be required. If archaeological materials are
uncovered during project activities, then such resources will be dealt with according to the procedures set
forth for "unanticipated discoveries," to include notification of NCDOT's Archaeology Group.
Shovel Test Discussion:
STP l: 0-9cmbs, lOYR 3/3, loamy sand; 9-22cmbs, lOYR 4/3, sand; 22-62cmbs, lOYR 6/4, sand; 62-
90cmbs, lOYR 8/3, sand; no cultural material
STP 2: 0-24cmbs, lOYR 3/3, loamy sand; 24-44cmbs, lOYR 6/6, clay loam; positive for cultural material
(one lithic flake)
STP 2a: 0-22cmbs, lOYR 3/3, loamy sand; 22-33cmbs, lOYR 6/6, clay loam; no cultural material
STP 3: 0-25cmbs, lOYR 3/3, loamy sand; 25-44cmbs, lOYR 6/3, sand; 44-60cmbs, lOYR 6/6, clay loam;
no cultural material
STP 4: 0-lOcmbs, lOYR 3/3, loamy sand; 10-25cmbs, lOYR 6/8, clay; the backside of the landform
showed considerable amount of erosion; no cultural material
STP 5: 0-40cmbs, FILL material; contours on map and soil description for this area contradict what was
observed in the field; this section of the field is where everything used to drain so fill material has been
brought in to level it out and bury a drain line; no cultural material
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PR6'SENT "
form far Minar Transportation Projects as Qualifzed in the 2007/2075 Programmatic Agreement.
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SUPPORT DOCUMENTATION
See attached: � Map(s) ❑ Previous Survey Info
Signed:
/ `�j�,�
� �G(� � r v'( CI���
NCDOT ARCHAEp,L' OGIST
Project Tracking No.:
15-11-0020
� Photos ❑Correspondence
March 1, 2016
Date
Figure 1: West End, NC (USGS 1949 [PR82]).
"NO NATIONAL REGLSTER ELIGIBLE OR LISTED ARCIfAEOLOGICAL SITES PRESENT"
form for Minor Transporkation Projects as Qualrfi'ed in tTve 2007/2015 Programmaric Agreement.
4of5

Project Tracking No.:
15-11-0020
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Photo 2: Animal pens on the stream terrace landform (STPs 4-5), looking west.
"NO NATIONAL REGLSTER ELIGIBLE OR LISTED ARCIfAEOLOGICAL SITES PRESENT"
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Structure 620019 (PA 15-11-0028) � � � � •
Replace Bridge No. 19 on SR 1112
(Roseland Road) over Deep Creek
Moore County, NC
QArae of Potantlal Effacts (APE)
31MR391
� �all othervalues>
Results
• Negative
� Pos l Ve Prehlstofit
� Cemetery
ONCHPOpo'ints
OLocal_�Istrict_Boundariae
O NCHPO_NR_SL_DOE_Boundaries
OMoore_2011 Parcels
— Unnamed Trbutares
� Named sveams
� Moore Co.Streets
Moore Co So Is
elevation elev.asc
Value
High : 367.64
Low : 332.135
hillside shading_hlsd_hlsd.asc
Value
High : 254.858
� Low : 0 P
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