HomeMy WebLinkAbout20160939 Ver 1_AR15-11-0038noeligiblesites (2)_20160929Project Tracking No.:
15-11-0038
NO NATIONAL REGISTER OF HISTORIC PLACES
�bQ�`�- ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES
,�,:-,.�:..,�, ,�:'�`� � ,�
',�, � � ��: PRESENT FORM � � :o
'� �; o�7� � This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not �„ ..,,...,.,�'�
��y�`� � valid for Historic Architecture and Landscapes. You must consult separately with the � 4
Historic Architecture and Landscapes Group.
PROJECT INFORMATION
Project No.
WBS No
Bridge 224
17BP.8.R.102
County:
Document:
Montgomery
Attachment G
F.A. No: na Funding.• � State ❑ Federal
Federal Permit Required? � Yes ❑ No Permit Type: NWP# 3
Project Description:
The project calls for the replacement of Bridge No. 224 on SR 1562 (McCallum Pond Road) over the Big
Creek in Montgomery County. The archaeological Area of Potential Effects (APE) for the project is
defined as a 600 foot (182.88 m) long corridor running 300 feet (91.44 m) north and 300 feet south along
McCallum Road fYom the center of Bridge No. 224. The corridor is approximately 120 feet (36.58 m)
wide extending 60 feet (18.29 m) on either side of the road from its present center.
SUMMARY OF ARCHAEOLOGICAL FINDINGS
The North Carolina Department of Transportation (NCDOT) Archaeology Group reviewed the subject
project and determined:
� 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.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportadon Projects as Qualifted in the 2007 Programmaric Agreement.
lofl6
Project Tracking No.:
15-11-0038
Brief description of review activities, results of review, and conclusions:
Bridge No. 224 is located west of Candor and southeast of Troy in the southeastern portion of
Montgomery County, North Carolina. The project area is plotted in the southeast corner of the Biscoe
USGS 7.5'topographic quadrangle (Figure 1).
A map review and site file search was conducted at the Ofiice of State Archaeology (OSA) on December
3, 2015. No previously recorded archaeological sites are identified within the APE or within a mile of the
bridge. According to the North Carolina State Historic Preservation Office online data base (HPOWEB
2015), there are no known historic architectural resources within the APE that may yield intact
archaeological deposits. Topographic maps, USDA soil survey maps, aerial photographs (NC One Map),
and historic maps (North Carolina maps website) were examined for information on environmental and
cultural variables that may have contributed to prehistoric or historic settlement within the project limits
and to assess the level of ground disturbance. An archaeological iield investigation was carried out on
December 9, 2015, to evaluate the project area.
MaCullum Pond Road and Bridge No. 224 cross Big Creek north to south. Big Creek drains to the west
into the Little River. These waterways are part of the Yadkin-Pee Dee drainage basin. The APE consists
of a floodplain with terraces and side slopes to either side (Figure 2). The surrounding area is mostly
forested with the southwestern quadrant clear cut in the recent past (Figures 3-6). Ground disturbance
within the APE is moderate to heavy. A road trace of the former alignment is still present east of the
existing road as it is elevated above the floodplain and slightly sunken along the terraces (Figures 7 and
8). A portion of the terrace at the southeastern corner of the APE has been graded and leveled for a
residential properiy. This has led to exposed subsoil at the surface. Dissection of the landforms from soil
erosion is also common throughout the APE. Finally, the current road is raised above the floodplain by
fill.
According to the USDA soil survey map, two soil series composed the APE (see Figure 2). Johnston
muck (JoA) is found in the floodplain. This is a very poorly drained soil with slope of less than two
percent and subject to frequent floods. This series is unlikely to yield significant cultural resources due to
being persistently wet and was not tested. On either side of the floodplain are side slopes and terraces
made up of the well drained Alley loamy sand (AaB; AeC). The AaB variant to the north has a slope of 2
to 8 percent, while the AeC variant in the south is steeper at 8 to 15 percent. Due to being dry and having
a slope of less than 15 percent, this series has a high potential of yielding an archaeological resource.
A review of the site files shows few investigations within the vicinity with no sites being reported, but the
road ar an adjacent area was reviewed by OSA in the past. Unforiunately, a tracking number relating to
the project could not be located. It would appear that OSA made no comments on the former project as a
survey was not required. The project was likely for a utility corridor. Due to a lack of previous
investigations in the area, further work was required.
A historic map review was also conducted prior to fieldwork. Most maps before the 20th century provide
only general details concerning the region illustrating just major roads and settlements. The circa 1910
U.S. Post Ofiice map is the first in which an accurate location for the APE can be identified (Figures 9).
This map shows a road with a similar alignment as MaCullum Pond Road crossing Big Creek near the
current bridge site. Structures are placed north and south of the crossing, but none appear in the APE.
The later 1930 Soil Map for Montgomery depicts a similar picture, but a dam along the westside of the
pond is clearly defined (Figure 10). Although no structures are shown within the APE, the presence of a
dam and pond suggest a mill site near the project area.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
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Project Tracking No.:
15-11-0038
The archaeological field investigation at Bridge No. 224 consisted of two shovel test placements (STPs)
(see Figure 2). These STPs were place on either side of the road on the terrace north of Big Creek above
the floodplain. The STP to the northeast was in the old road trace. It was excavated to a depth of 30 cm
(ca. 12 in) below the surface. The first 20 cm (ca. 8 in) consists of mottle sandy clay loam associated with
the road. Below this is subsoil, which is a strong brown (7.5 YR 5/8) clay. This section of the road is
sunken and occupies nearly the entire terrace within the APE. The second STP to the northwest was also
excavated to 30 cm (ca. 12 in) below the surface. Stratigraphy consists of three soil layers. The upper is
a brown (lOYR 4/3) sandy loam that is approximately 10 cm (ca. 4 in) thick. It is followed by a
yellowish brown ( l 0YR 5/4) sandy loam that extends to 20 cm (ca. 8 in) below the surface. The final
layer is subsoil, same as to the east. Both STPs were negative for cultural material. No STPs were
excavated in the floodplain due to standing water or wet soils. No excavations were carried out on the
terrace to the southeast due to ground disturbance from grading and leveling of the terrace and soil
erosion along the slope. Much of the side slope in this area is dissected with gullies. Also, no further
testing was deemed necessary on the road trace based upon the previous STP results. To the southwest,
subsoil is presents at the surface from past clear cutting activities. Therefare, the slope and terrace were
visual inspected but failed to reveal any cultural material. As a result of the field investigation, no
significant archaeological sites are within the APE.
However, a historic mill with a recreation area was recorded during the current investigation just outside
the APE to the east (see Figure 2). This site is identified as 31MG2059. Investigations were limited since
the 31MG2059 will not be affected by the current project. No subsurface testing was carried out. The
visual inspection included recording the structural remains with the GPS unit in order to map the site and
the collection of photographs to document the standing remains. The mill site contains a stone and
concrete dam, a mill, a possible shed, a concession stand with a changing room for swimmers, a water
well, and a possibly fourth dilapidated structure. The mill structure is timber framed with sheet metal
roof and siding (Figures 11 and 12). Round nails are used in the construction. The foundation is made of
concrete and stone. The mill measures roughly 20 feet by 40 feet. The lower half of the grinding stone is
still present inside the building, while the upper half is lying outside the building on the ground (Figures
13 and 14). Two spillways are north of the mill and composed of stone reinforced with concrete (Figures
15 and 16). The shed is located on the floodplain below the mill to the west (Figure 17). The southern
portion of the shed is situated on earth, while the north portion hangs over the stream channel. The
building is approximately 20 feet by 20 feet. It is also timber framed held together with round nails. The
roof is sheet metaL It is unclear if the floar is dirt or split logs. At least a portion of the floor over the
stream is made of small logs. A concrete block is location inside of the shed, but its purpose is unknown.
The concession stand with a changing room for swimmers is located on the terrace, north of the mill
(Figure 18). This too is a timber framed building with wood siding, a metal roof, timber floor, and cedar
piers. The frame is held together with square cut nail, while the roof and siding use round nails. This
suggests that the frame is that of an 19th century building that was modified and repurposed during the
early 20th century in order to host recreational activities at the pond. Writing above the concession
window state that is cost 25 cent to swim and an additional 10 cent to borrow a bathing suit (Figure 19).
This building measure roughly 25 feet by 30 feet. The well is found further north adjacent to the road
trace (Figure 20). It is stone lined with a square concrete top. It appears metal pipes once ran from it.
Finally, the possibly fourth dilapidated structure is just southwest of the mill in a gully (Figure 21). It is
unclear if this was once a former detached structure or part of the standing mill structure that was
removed. It once had a metal roof and timber sides. Its foundation, if it is detached, is likely stone. No
measurements were taken of these remains. A short background search on the mill and recreational area
failed to provide any historic information including a name. A more intensive search through county
records and discussions with local residents might offer more positive results. In general, the site mostly
dates from the early to mid 20th century, but the mill and associated buildings likely have their origins
during the late 19th century. The road trace is not considered part of the archaeological site. Site
31MG2059 eligibility for the National Register will remain unassessed as it will not be affected by this
project.
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportation Projects as Qualified in the 2007 Programmatic Agreement.
3of16
Project Tracking No.:
15-11-0038
The archaeological investigations for the proposed replacement of Bridge No. 224 show that no
archaeological sites are within the APE. Recently identified site 31MG2059 is located just east of the
project area, but will not be impacted as currently planned. As a result, no further archaeological work is
required for replacement of Bridge No. 224 in Montgomery County. However, additional work will be
required should design plans change to encompass property outside of the currently defined APE. In
which case, the eligibility of site 31MG2059 will need to be addressed.
SUPPORT DOCUMENTATION
See attached: � Map(s) ❑ Previous Survey Info
Signed:
,����,,.,�..�.
C. Damon Jones
NCDOT ARCHAEOLOGIST
� Photos ❑Correspondence
12/16/15
"NO NATIONAL REGISTER ELIGIBLE OR LISTED ARCHAEOLOGICAL SITES PRESENT"
form for the Amended Minor Transportarion Projects as Quadified in the 2007 Programmatic Agreement.
4of16
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n Pr•oject Trachzng No.:
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