HomeMy WebLinkAbout20171595 Ver 1_Historic/Prehistoric Information_20171214 (2)Project Tracking No.:
16-09-0028
o���•• NO ARCHAEOLOGICAL SURVEY REQUIRED FORM ��°�'�`
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i� This form only pertains to ARCHAEOLOGICAL RESOURCES for this project. It is not C�,, ��
S���O p;,.��' valid for Historic Architecture and Landscapes. You must consult separately with the �� �^
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�.�.��t� Historic Architecture and Landscapes Group. �.�(�,,�''
PROJECT INFORMATION
Project No:
WBS No.
F.A. No:
Bridge 32
17BP.2.R.77
Federal Permit Required?
County:
Document:
Jones
MCC
Funding: � State ❑ Federal
� Yes ❑ No Permit Type: NWP3
Project Description: Replacement of Bridge No. 32 over Tuckahoe Swamp on SR1142 (Taylors Corner
Road) in Jones County, North Carolina. The archaeological Area of Potential Effects (APE) is centered
on the bridge structure and measures 800ft in length (400ft from each bridge end-point) and 150ft in
width (75ft from each side of the SR1142 center-line).
SUMMARY OF CULTURAL RESOURCES REVIEW
Brief description of review activities, results of review, and conclusions:
Permitting and funding information was reviewed for determining the level of archaeological input required by
state and federal laws. Based on the submitted "request for cultural resources review" form, the project is state-
funded with permit interaction. As such, Section 106 of the National Historic Preservation Act will apply. 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 project locale.
Once an APE was outlined, a map review and site file search was conducted at the Office of State Archaeology
(OSA) on Thursday, September 29, 2016. No previously documented archaeological sites are located in the APE or
directly adjacent.
Examination 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 Jones County were appraised to identify former structure locations, land use patterns, or other
confirmation of historic occupation in the project vicinity. Archaeological/historical reference materials were
inspected as well. In general, the cultural background review established that no NRHP listed properties, previously
recorded archaeological sites, or cemeteries are located within the APE. Based on cultural-historical factors, the
APE is considered to have a low potential for the documentation of archaeological resources.
Further, topographic, geologic, flood boundary, and NRCS soil survey maps (Pa, Mk, NoB) were referenced to
evaluate pedeological, geomorphological, hydrological, and other environmental determinants that may have
resulted in past occupation at this location. Aerial and on-ground photographs (NCDOT Spatial Data Viewer) and
the Google Street View map application (when amenable) were also examined/utilized for additional assessment
of disturbances, both natural and human induced, which compromise the integrity of archaeological sites.
Environmental/impact factors do not suggest a heightened potential for archaeological resource recovery.
"No ARCHALOLOGY SURVEY REQUIRED "form for (he Amended Minor Transportatron Projec(s asQunlified in Ihe 2015 Programmalrc Agreement.
1 of 2
Project Tracking No.:
16-09-0028
Brief Explanation of why the available information provides a reliable basis for reasonably predicting
that there are no unidentified historic properties in the APE:
No documented cultural resources are contained within the current APE limits for the SR1104/Bridge 63
replacement project in Carteret County, North Carolina. Most of the APE is underlain by poorly drained soils. The
remaining portion of the APE near the northern and southern project boundaries has been moderately disturbed
from agricultural impacts. In such contexts, intact NRHP archaeological sitesare unlikely to be present or
preserved. No further consultation is advocated. A finding of "no archaeological survey required" is considered
appropriate.
SUPPORT DOCUMENTATION
See attached: � Map(s) � Previous Survey Info
❑ Photocopy of County Survey Notes
FINDING BY NCDOT ARCHAEOLOGIST
NO ARCHAEOLOGYSURVEYREQUIRED
NCDOT
❑ Photos ❑Correspondence
Other:
/�/�r'/�o�,
"No ARCHAGOLOGY SURVEY REQUIRED "form for rhe Amended Minoi• Transportarion Prajec�s asQualified in lhe 20/S Progra�mnarrc Agree�nent.
2 of 2
JONES 32 SR 1142, TAYLOR'S C'CIRNER ROAD OVER TUCKAHOF SW�iMP LIBR �1TT C
REPLACE EXISTI"NG 1 SS' L x 2h' W �BRlDGIs E.YISTJNG BRIDCE R UIL7' IN 1970
WITHA.PROPOSED 2U0'Lx 30' W BRIDGE TUCKAHOE CREEX: C;S►v;NSW
COMFORT USGS QUAD MAP S�'ATE FUNDEU
SHEET NUMBER 3 UI% THE SOlL SUX VE Y QF JONES COUNTY
FEMA FIRM MAPNUMBF.R 3720442600J LOWER NEUSE RIV,�R 03020204
FIRM PANEL NUMBER 4426J NEUSE RIVER BASIN
SEPT,EMBER 16 2G16
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Comfort topographic map displaying the boundaries and location of the project APE in Jones County, North Carolina.
ARC-GIS image displaying the boundaries and location of the project APE in Jones County, North Carolina.
Pa—Pactolus loamy fine sand
Map Unit Setting
• National map unit symbol: 3wpf
• Elevation: 20 to 160 feet
• Mean annual precipitation: 40 to 55 inches
• Mean annua! air temperature: 59 to 70 degrees F
• Frost free period.• 200 to 280 days
• Farmland classification: Not prime farmland
Map Unit Composition
• Pactolus and similar soils: 90 percent
• Minor components: 6 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Pactolus
Setting
• Landform: Ridges on stream terraces
• Landform position (three-dimensionalJ: Tread
• Down-slope shape: Concave, convex
• Across-slope shape: Linear, convex
• Parent material: Eolian sands and/or sandy fluviomarine deposits
Typical profile
• A- 0 to 8 inches: fine sand
• C- 8 to 40 inches: fine sand
• Cg - 40 to 80 inches: loamy sand
Properties and qualities
• Slope: 0 to 2 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Moderately well drained
• Runoff class: Very low
• Capacity of the most limiting layer to transmit water (KsatJ: High to very high (5.95 to 19.98
in/hr)
• Depth to water table: About 18 to 36 inches
• Frequency of flooding: Rare
• Frequency of ponding: None
• Available waterstorage in profile: Low (about 4.2 inches)
Interpretive groups
• Land capability classification (irrigated): None specified
• Land capability classification (nonirrigated): 3s
• Hydrologic Soil Group: A
• Hydric soil rating: No
Minor Components
Leon
• Percent of map unit: 3 percent
• Landform: Flats on marine terraces
• Down-slope shape: Linear
• Across-slope shape: Concave
• Hydric soil rating: Yes
Murville, undrained
• Percent of map unit: 2 percent
• Landform: Depressions on marine terraces, flats on marine terraces
• Down-slope shape: Concave
• Across-slope shape: Concave
• Hydric soil rating: Yes
Lumbee, undrained
• Percent of map unit: 1 percent
• Landform: Backswamps on stream terraces
• Down-slope shape: Concave
• Across-slope shape: Linear
• Hydric soil rating: Yes
Mk—Muckalee loam
Map Unit Setting
• National map unit symbol: 3wp8
• Elevation: 20 to 160 feet
• Mean annual precipitation: 40 to 55 inches
• Mean annual air temperature: 59 to 70 degrees F
• Frost free period: 200 to 280 days
• Farmland classification: Not prime farmland
Map Unit Composition
• Muckalee, undrained, and similarsoils: 80 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Muckalee, Undrained
Setting
• Landform: Flood plains
• Down-slope shape: Concave
• Across-slope shape: Linear
• Parent material: Sandy and loamy alluvium
Typicai profile
• A- 0 to 24 inches: loam
• Cg - 24 to 80 inches: sandy loam
Properties and qualities
• Slope: 0 to 2 percent
• Depth to restrictive feature: More than 80 inches
• Natural drainage class: Poorly drained
• Runoff class: Negligible
• 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 0 to 12 inches
• Frequency of flooding: Frequent
• Frequency of ponding: None
• Available waterstorage in profile: Moderate (about 6.5 inches)
Interpretive groups
• Land capability classification (irrigatedJ: None specified
• Land capability classification (nonirrigatedJ: 5w
• Hydrologic Soil Group: B/D
• Hydric soil rating: Yes
No6—Norfolk loamy sand,l to 4 percent slopes
Map Unit Setting
• National map unit symbol: 3wpc
• Elevation: 20 to 160 feet
• Mean annual precipitation: 40 to 55 inches
• Mean annual air temperature: 59 to 70 degrees F
• Frost free period: 200 to 280 days
• Farmland classification: All areas are prime farmland
Map Unit Composition
• Norfolk and similarsoils: 85 percent
• Minor components: 4 percent
• Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Norfolk
Setting
• Landform: Broad interstream divides on marine terraces, ridges on marine terraces
• Landform position (two-dimensional): Shoulder, summit
• Landform position (three-dimensionalJ: Crest
• Down-slope shape: Convex
• Across-slope shape: Convex
• Parent material: Loamy marine deposits
Typical profile
• Ap - 0 to 14 inches: loamy fine sand
• Bt -14 to 56 inches: sandy clay loam
• BC - 56 to 80 inches: sandy clay loam
Properties and qualities
• Slope: 2 to 6 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 (Ksat): Moderately high to high (0.57 to
1.98 in/hr)
• Depth to water table: About 40 to 72 inches
• Frequency of flooding: None
• Frequency of ponding: None
• Available waterstorage in profile: Moderate (about 7.7 inches)
Interpretive groups
• Land capability classification (irrigatedJ: None specified
• Land capability classification (nonirrigatedJ: 2e
• Hydrologic Soil Group: A
• Hydric soil rating: No
Minor Components
Woodington, undrained
• Percent of map unit: 3 percent
• Landform: Flats on marine terraces, depressions on marine terraces, broad interstream divides
on marine terraces
• Down-slope shape: Linear
• Across-slope shape: Concave
• Hydric soil rating: Yes
Muckalee, undrained
• Percent of map unit: 1 percent
• Landform: Flood plains
• Down-slope shape: Concave
• Across-slope shape: Linear
• Hydric soil rating: Yes
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NCSHPO website map illustrating the location of the project APE in Jones County, North Carolina.