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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
FILE COPT ecember 12, 2003
US Army Corps of Engineers
Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTENTION: Mr. Steve Lund 0403,75
NCDOT Coordinator Dear Sir:

LYNDO TIPPETT
SECRETARY
WETLANDS/ 401 GROUP
MAR ?j ?004
WATER QUALI7Y SECTION
Subject: Nationwide 23 permit application. Replacement of Bridge No. 176 over
Reedy Creek on SR 1136, Cabarrus County. Federal Aid Project No. BRZ-
1136 (2), State Project No. 8.266350 1, TIP Project No. B-3623.
The NC Department of Transportation (NCDOT) proposes to replace existing Bridge No.
176 over Reedy Creek on SR 1136 with a new bridge on new alignment approximately 50
feet west of the existing structure. The new structure will be approximately 150 feet long
and 32 feet wide. Traffic will be maintained on the existing structure during construction
IMPACTS TO WATERS OF THE UNITED STATES
No jurisdictional wetlands will be affected by the proposed project. Waters in the project
vicinity are part of the Yadkin-Pee Dee River Basin. Project area waters drain to the east
and eventually empty into the Rocky River.
There will be no permanent impacts to Reedy Creek. Therefore this project will not
require mitigation for wetland and surface water impacts.
Chris Manley
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: WWW.NCDOT.ORG/
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH WILMINGTON STREET
RALEIGH NC
r
BRIDGE DEMOLITION
Bridge No. 176 is composed of timber and steel with the exception of concrete sills. The
water level for the creek may be such that the concrete sills are submerged, thereby
eliminating any fill into Waters of the United States. If the concrete sills are above the
water level, there is potential for the concrete sills to be dropped into Waters of the
United States during bridge demolition. The resulting fill associated with the concrete
sills is approximately 4.5 yd3. NCDOT will adhere to the Best Management Practices for
"Bridge Demolition and Removal" during the removal of Bridge No. 176.
BRIDGE CONSTRUCTION
The bridge will be a 3 span prestress girder bridge (65 ft., 60 ft., 65 ft.). No bents will be
in the water, and no temporary workpad will be needed.
FEDERALLY-PROTECTED SPECIES
Plants and animals with federal classifications of Endangered, Threatened, Proposed
Endangered, and Proposed Threatened are protected under Endangered Species Act §§7
and 9. As of January 29, 2003, the US Fish and Wildlife Service (USFWS) lists two
federally protected species for Cabarrus County (Table 1).
Biological conclusions of "No Effect" were reached for all listed species as reflected in
the attached CE dated July 2002. Updated information for the two species: Carolina
heelsplitter has no habitat therefore it remains No Effect, and Schweinitz's sunflower has
habitat, but after a resurvey on October 14, 2003 by NCDOT Biologists, no species were
found, therefore the biological conclusion is May Affect, but Not Likely to Adversely
Affect.
Table 1. Federall Protected S ecies for Cabarrus Count
SCIENTIFIC NAME COMMON NAME STATUS
Lasmi ona decorata Carolina heels litter E
Helianthus schweinitzii Schweinitz's sunflower E
"E" denotes Endangered (a species that is in danger of extinction throughout all or a significant
portion of its range).
REGULATORY APPROVALS
Section 404 Permit: This project is being processed by the Federal Highway
Administration as a "Categorical Exclusion" in accordance with 23 CFR 771.115(b).
Therefore, we do not anticipate requesting an individual permit, but propose to proceed
under a Nationwide 23 as authorized by a Nationwide Permit 23 (FR number 10, pages
2020-2095; January 15, 2002).
Page 2 March 10, 2003
Section 401 Permit: We anticipate 401 General Certification number 3361 will apply to
this project. In accordance with 15A NCAC 2H .0501(a) we are providing two copies of
this application to the North Carolina Department of Environment and Natural Resources,
Division of Water Quality, for their records.
A copy of this permit application will be posted on the DOT website at:
http://www.ncdot.org/planning/pe/naturalunit/Permit.html.
If you have any questions or need additional information, please contact Chris Manley at
[phone].
Sincerely,
Gregory J. Thorpe, Ph.D. Environmental Management
Director,
Project Development and Environmental Analysis Branch
cc: w/attachment: Mr. John Dorney, Division of Water Quality (2 copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Mr. Greg Perfetti, P.E., NCDOT Structure Design
cc w/o attachment: Mr. David Franklin, USAGE, Wilmington District Office
Mr. Jay Bennett, P.E., NCDOT Roadway Design
Mr. Omar Sultan, NCDOT Programming and TIP
Ms. Debbie Barbour, P.E., NCDOT Highway Design
Mr. David Chang, P.E., NCDOT Hydraulics Unit
Mr. Mark Staley, NCDOT Roadside Environmental
Mr. Benton G. Payne, P.E., NCDOT Division 10 Engineer
Mr. Larry Thompson, NCDOT Division 10 Environmental Officer
Page 3 March 10, 2003
Cabarrus County
Bridge No. 176 on SR 1136
Over Reedy Creek
Federal Project BRZ-1136 (2)
State Project 8.2663501
TIP No. B-3623
CATEGORICAL EXCLUSION
U. S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
AND
N. C. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
APPROVED:
7-1-02
Date roject Development and Environmental Analysis Branch
Date Nicholas Graf, P. E.
Division Administrator, FHWA
Cabarrus County
Bridge No. 176 on SR 1136
Over Reedy Creek
Federal Project BRZ-1136 (2)
State Project 8.2663501
TIP No. B-3623
CATEGORICAL EXCLUSION
Documentation Prepared in
Project Development and Environmental Analysis Branch By:
Date Jo&A. Johnson
Project Development Engineer
Date William T. G odwin, P. E., Un4te,d
Bridge Replacement Planning 7 -0
Date Lubin V. Prevatt, P. E., Assistant Manager
Project Development and Environmental Analysis Branch
PROJECT COMMITMENTS
Replacement of Bridge No. 176
On SR 1136 over Reedy Creek
Cabarrus County
Federal-Aid No. BRZ-1136 (2)
State Project No. 8.2663501
T.I.P. No. B-3623
Commitments Developed Through Project Development and Design
Roadway Design Unit, Roadside Environmental Unit, Division Ten
Construction
NCDOT will adhere to the Best Management Practices (BMPs) for "Bridge
Demolition and Removal" during the removal of Bridge No. 176.
Green Sheet
Categorical Exclusion Page 1 of
July 1, 2002
Cabarrus County
Bridge No. 176 on SR 1136
Over Reedy Creek
Federal Project BRZ-1136 (2)
State Project 8.2663501
TIP No. B-3623
Bridge No. 176 is located in Cabarrus County over Reedy Creek. It is
programmed in the 2002 - 2008 Transportation Improvement Program (TIP) as a bridge
replacement project. This project is part of the Federal Highway Bridge Replacement and
Rehabilitation Program (HBRRP) and has been classified as a "Categorical Exclusion".
No substantial environmental impacts are expected.
I SUMMARY OF RECOMMENDATIONS
Bridge No. 176 will be replaced as recommended in Alternate 1 with a new bridge
on new alignment approximately 50 feet (15.2 m) west of the existing structure (see
Figure 2). The new structure will be approximately 150 feet (45.7 m) long and 32 feet
(9.6 m) wide. Bridge rail height of 54 inches (137 cm) will be provided for bicycle
safety. The roadway cross section of the bridge will consist of two 12-foot (3.6-m) lanes
with 4-foot (1.2-m) offsets. Traffic will be maintained on the existing structure during
construction.
There will be approximately 1375 feet (419.1 m) of new approach work on both
the north and south roadway approaches to the new bridge. The approach roadway will
also be designed to accommodate bicycles, and will consist of a 32 foot (9.6 m),
travelway, including two 12-foot (3.6-m) lanes and 4-foot (1.2-m) paved shoulders.
Additionally, there will be 4-foot (1.2-m) grassed shoulders. The design speed will be 50
mph (80 km/h).
The estimated cost of the project is $1,183,000, including $1,050,000 in
construction costs and $133,000 in right of way costs.
II ANTICIPATED DESIGN EXCEPTIONS
Based on preliminary analysis, a design exception will not be required for this
project.
III. EXISTING CONDITION
SR 1136 is classified as a Rural Minor Collector in the Statewide Functional
Classification System. This section of SR 1136 corresponds to a designated bicycle
route, NC Bicycling Highway "Piedmont Spur", Map B-4 (Gold Fever). The bridge is
located southeast of the Town of Harrisburg. The development in the vicinity of the
bridge is primarily residential. Currently, the average daily traffic (ADT) across the
bridge is approximately 3000 vehicles per day (VPD). The projected ADT across the
bridge is approximately 8000 VPD for the year 2025. The speed limit in the vicinity of
the bridge is 45 mph (70 km/h).
Bridge No. 176 was completed in 1950. The bridge is composed a two-span
timber- and steel structure with concrete sills. The bridge deck is 81 feet (24.7 m) long
and '20 feet (6.1 m) wide. There is approximately 19 feet (5.8 m) of vertical clearance
between the bridge deck and the streambed. There are two lanes of traffic on the bridge.
According to Bridge Maintenance Unit records, the sufficiency rating of the
bridge is 31.9 out of a possible 100. Presently, the bridge is posted with weight
restrictions of 27 tons for single vehicles and 30 tons for truck-tractor semi-trailers.
Vertical and horizontal alignments are poor in the project vicinity. The roadway
width on the approaches to the existing bridge is 18 feet (5.5 m). Shoulders on both
approaches to the existing bridge are approximately 4 feet (1.2 m) wide.
The Traffic Engineering Branch indicated that three accidents have been reported
within a recent three-year time period in the vicinity of the bridge.
An underground phone line exists along the southwest side of SR 1136, which
becomes aerial across the stream. An underground water line exists along the northeast
side of SR 1136. In addition, aerial power lines, phone lines, and cable television lines
exist along the northeast side of SR 1136. These aerial lines cross SR 1136 northwest of
the bridge.
IV, PROPOSED ALTERNATIVES
There is one "build" option considered in this document as follows:
Alternate 1: (Recommended) Bridge No. 176 will be replaced with a 150-foot (45.7-
m) long bridge on new location west of the existing bridge. Bridge rail
height of 54 inches (137 cm) will be provided for bicycle safety. Traffic
will be maintained on the existing alignment during construction. The
design speed would be 50 mph (80 km/h).
"Do-nothing" is not practical, requiring the eventual closing of the road as the
existing bridge completely deteriorates. Rehabilitation of the existing structurally
deficient and functionally obsolete bridge is neither practical nor economical.
An alternate that would replace Bridge No. 176 in the existing location was not
considered due to the poor vertical and horizontal alignments at the bridge location,
which create the need to improve the alignment at the bridge site. An on-site detour
structure would have a better roadway alignment than the permanent structure. In
addition, no suitable detour route exists in the project area, which eliminates the option of
road closure during construction.
V. ESTIMATED COST (Table-D
(Recommended)
COMPONENT ALTERNATE 1
New Bridge Structure $ 360,000
Bridge Removal $ 19,440
Roadway & Approaches $ 312,185
Misc. & Mob. $ 196,375
Engineering & Contingencies $ 162,000
Total Construction $ 1,050,000
Right of Way $ 133,000
TOTAL COST 7 1,83,000
VI. RECOMMENDED IMPROVEMENTS
Bridge No. 176 will be replaced as recommended in Alternate 1 with a new bridge
on new alignment approximately 50 feet (15.2 m) west of the existing structure (see
Figure 2). The new structure will be approximately 150 feet (45.7 m) long and 32 feet
(9.6 m) wide. Bridge rail height of 54 inches (137 cm) will be provided for bicycle safety.
The roadway cross section of the bridge will consist of two 12-foot (3.6-m) lanes with 4-
foot (1.2-m) offsets. Traffic will be maintained on the existing structure during
construction.
There will be approximately 1375 feet (419.1 m) of new approach work on both
the north and south roadway approaches to the new bridge. The pavement width on the
roadway approaches will be 32 feet (9.6 m), including two 12-foot (3.6-m) lanes and 4-
foot (1.2-m) paved shoulders. Additionally, there will be 4-foot (1.2-m) grassed
shoulders. The design speed will be 50 mph (80 km/h).
Once construction of the new bridge and approaches are complete, the existing
bridge will be removed. The existing approach fill will be removed to natural grade and
the area will be planted with native grasses and/or tree species as appropriate.
Alternate 1 is recommended because it is the most reasonable and feasible
alternate to replace Bridge No. 176 on an improved alignment while maintaining traffic
safely and efficiently.
VII. ENVIRONMENTAL EFFECTS
A. GENERAL
This project is expected to have an overall positive impact. Replacement of an
inadequate bridge will result in safer traffic operations.
This project is considered to be a "Categorical Exclusion" due to its limited scope
and insignificant environmental consequences.
This bridge replacement will not have a substantial adverse effect on the quality
of the human or natural environment by implementing the environmental commitments
listed in the Project Commitments sheet of this document. In addition, the use of current
NCDOT standards and specifications will be implemented.
The project is not in conflict with any plan, existing land use, or zoning
regulation. No change in land use is expected to result from construction of this project.
There are no hazardous waste impacts.
No adverse effect on families or communities is anticipated. Right-of-way
acquisition will be limited.
No adverse effect on public facilities or services is expected. The project is not
expected to adversely affect social, economic, or religious opportunities in the area.
There are no publicly owned parks, recreational facilities, or wildlife and
waterfowl refuges of national, state, or local significance in the vicinity of the project.
This project will not impact any resource protected by Section 4(f) of the U. S.
Department of Transportation Act of 1966.
The proposed bridge replacement project will not raise the existing flood levels or
have any significant adverse effect on the existing floodplain.
Utility impacts are considered to be medium for the proposed project.
B. AIR AND NOISE
This project is an air quality "neutral" project, so it is not required to be included
in the regional emissions analysis and a project level CO analysis is not required.
The project is located in Cabarrus County, which has been determined to be in
compliance with the National Ambient Air Quality Standards. 40 CFR part 51 and 93 is
not applicable, because the proposed project is located in an attainment area. This project
is not anticipated to create any adverse effects on the air quality of this attainment area.
The project will not substantially increase traffic volumes. Therefore, it will not
have substantial impact on noise levels. Temporary noise increases may occur during
construction.
C. LAND USE & FARMLAND EFFECTS
As this project does not propose relocations, nor does it negatively effect property
access or access to public facilities, no negative community impacts are anticipated to
result from this project.
This project will not result in the substantial loss of any federal or state designated
prime, unique, or important farmland soils, nor will this project disrupt an active farming
operation.
This project is not located on a federally or state designated scenic river.
to a depth of 70 inches (177.8 cm) is gray mixed fine sand and loamy sand. Permeability
is moderate, and the available water capacity is high.
Mecklenburg Loam - Typically, the surface layer is dark reddish brown loam 6 inches
(15.2 cm) thick. The subsoil extends to a depth of 36 inches (91.4 cm). The upper part is
dark reddish brown clay, the middle part is red clay, and the lower part is red clay loam.
The underlying material to a depth of 60 inches (152.4 cm) is mottled yellow, strong
brown, and black saprolite that crushes to sandy loam. Erosion is a hazard if this soil is
unprotected. Permeability is slow, and the shrink-swell potential is moderate. Depth to
soft bedrock is 48 to 60 inches (121.9 to 152.4 cm) or more.
Poindexter Loam - Typically, the surface layer is brown loam 7 inches (17.8 cm) thick.
The subsoil extends to a depth of 22 inches (55.9 cm). It is yellowish brown sandy clay
loam. The underlying material to a depth of 48 inches (121.9 cm) is multicolored
saprolite that crushes to sandy loam or loamy sand. Hard bedrock is at a depth of 40 to
60 inches (101.6 to 152.4 cm). Erosion is a hazard if this soil is unprotected.
Permeability is moderate, and the available water capacity is low.
WATER RESOURCES
This section contains information concerning those water resources likely to be
impacted by the project. Water resource information encompasses physical aspects of the
resource, its relationship to major water systems, Best Usage Standards, and water quality
of the resources. Probable impacts to surface water resources are also discussed, as are
means to minimize those impacts.
Waters Impacted and Characteristics
Reedy Creek will be the only surface water directly impacted by the proposed
project. Waters in the project vicinity are part of the Yadkin-Pee Dee River Basin,
Hydrologic Unit # 03040105. The Yadkin-Pee Dee River Basin contains 17 sub-basins.
Waters within the project area are located in sub-basin 03-07-11. Project area waters
drain to the east and eventually empty into the Rocky River.
Best Usage Classification
Streams have been assigned a best usage classification by the Division of Water
Quality (DWQ). The classification of Reedy Creek [Index no. 13-17-8] is C. The "C"
classification denotes waters suitable for aquatic life propagation and survival, fishing,
wildlife, secondary recreation, and agriculture. Neither High Quality Waters (HQW),
Water Supplies (WS-I: undeveloped watersheds or WS-11: predominately undeveloped
watersheds), nor Outstanding Resource Waters (ORW) occur within 1.0 mile (1.6 km) of
project study area.
Water Quality
The DWQ has initiated a basin-wide approach to water quality management for
each of the 17 basins within the state. To accomplish this goal the DWQ collects
biological, chemical, and physical data that can be used in basinwide assessment and
planning. All basins are reassessed every five years. Prior to the implementation of the
basinwide approach to water quality management, the Benthic Macroinvertebrate
Ambient Network (BMAN, managed by the Division of Environmental Management)
assessed water quality by sampling for Benthic macroinvertebrate organisms at fixed
monitoring sites throughout the state. Many Benthic macroinvertebrates have stages in
D. HISTORICAL EFFECTS & ARCHAEOLOGICAL EFFECTS
Upon review of area photographs, aerial photographs, and cultural resources
databases, the State Historic Preservation Office (HPO) recommended no historic
architectural surveys be conducted in connection with this project. However, the HPO
did recommend an archaeological survey be conducted due to an archaeological site
located on the west side of Reedy Creek (see attached HPO letter dated May 2, 2000).
NCDOT staff archaeologists on March 22-23, 2001, surveyed the project area.
Subsequently, the staff archaeologists submitted an Archaeological Survey Report. The
report concluded that no archaeological deposits eligible for listing on the National
Register of Historic Places were identified during the survey. The report stated that a
finding of "no historic properties" is appropriate for this bridge replacement project. The
report has been submitted to the HPO for concurrence. Site 31 CA49 mentioned in the
attached letter from the HPO is not in the area of potential effect for this project.
E. NATURAL RESOURCES
PHYSICAL RESOURCES
Soil and water resources, which occur in the study area, are discussed below.
Soils information was obtained from the Natural Resources Conservation Service (MRCS,
formerly the Soil Conservation Service) for Cabarrus County. Soils and availability of
water directly influence composition and distribution of flora and fauna in any biotic
community.
REGIONAL CHARACTERISTICS
The project study area lies within the Piedmont Physiographic Province. The
topography in this section of .Cabarrus County is characterized by gently rolling hills,
which are dissected by fairly wide floodplains. Elevations within the project area vary
slightly and average approximately 160.0 feet (48.8 m) above mean sea level.
Agriculture is the primary land use in the project vicinity.
Three soil map units occur within project boundaries: Chewacla Sandy Loam
Complex, Mecklenburg Loam Complex, and Poindexter Loam Complex. Table 2 lists
study area soils in the order of relative dominance.
Table 2_ Soils Within the Proiect Studv Area
Map
Unit
Soil Percent
Sloe Drainage
Class Hydric
Classification
Ch Chewacla Sandy Loam nearly level somewhat poorly hydric
MeD Mecklenburg Loam 8-15 well non hydric
PoF Poindexter Loam 15-45 well non hydric
Chewacla Sandy Loam - Typically, the surface layer is dark brown sandy loam 7 inches
(17.8 cm) thick. The subsoil extends to a depth of 50 inches (127.0 cm). The upper part
is yellowish brown loam. The middle part is mottled grayish brown and dark yellowish
brown loam. The lower part is grayish brown sandy clay loam. The underlying material
their life cycles that can last from six months to a year. Therefore, the adverse effects of
a toxic spill will not be overcome until the next generation. Different taxa of
macroinvertebrates have different tolerances to pollution, thereby, long-term changes in
water quality conditions can be identified by population shifts from pollution sensitive to
pollution tolerant organisms (and vice versa). Overall, the species present, the population
diversity, and the biomass are reflections of long-term water quality conditions. There
are no BMAN stations within 1.0 mile (1.6 km) of the project area.
The Ambient Monitoring System (AMS) is a network of stream, lake, and
estuarine water quality monitoring stations strategically located for the collection of
physical and chemical water quality data. The waterbody's freshwater or saltwater
classification and corresponding water quality standards determine the types of water
quality data that are collected. No AMS stations are located within 1.0 mile (1.6 km) of
the project area.
Point source dischargers located throughout North Carolina are permitted through
the National Pollutant Discharge Elimination System (NPDES) Program. Any discharger
is required to register for a permit. No point source dischargers are located within 1.0
mile (1.6 km) of the project area.
Summary of Anticipated Impacts to Water Resources
Replacing an existing structure in the same location without constructing a detour
bridge during construction is almost always preferred. It poses the least risk to aquatic
organisms and other natural resources. Bridge replacement on a new location usually
results in more severe impacts.
Project construction may result in the following impacts to surface waters:
• Increased sedimentation and siltation from construction and/or erosion.
• Changes in light incidence and water clarity due to increased sedimentation and
vegetation removal.
• Alteration of water levels and flows due to interruptions and/or additions to
surface and ground water flow from construction.
• Changes in water temperature due to removal of streamside vegetation.
• Increased nutrient loading during construction via runoff from exposed areas.
• Increased concentration of toxic compounds from highway runoff, construction,
toxic spills, and increased vehicular use.
Precautions must be taken to minimize impacts to water resources in the study
area. NCDOT's Best Management Practices (BMPs) for the Protection of Surface Waters
must be strictly enforced during the construction stage of the project. Guidelines for
these BMPs include, but are not limited to: minimizing built upon area and diversion of
storm water away from surface water supply waters as much as possible. Provisions to
preclude contamination by toxic substances during the construction interval must also be
strictly enforced.
BIOTIC RESOURCES
This section describes those ecosystems encountered in the study area, as well as
the relationships between fauna and flora within these communities. Composition and
distribution of biotic communities throughout the project area are reflective of
topography, hydrologic influences, and past and present land uses in the study area.
Descriptions of the terrestrial systems are presented in the context of plant community
classifications and follow descriptions presented by Schafale and Weakley (1990) where
possible. Dominant flora and fauna observed, or likely to occur, in each community are
described and discussed.
Scientific nomenclature and common names (when applicable) are provided for
each animal and plant species described. Plant taxonomy generally follows Radford, et
al. (1968). Animal taxonomy follows Martof, et al. (1980), Menhinick (1991), Potter, et
al. (1980), and Webster, et al. (1985). Subsequent references to the same organism will
include the common name only. Fauna observed during the site visit are denoted with an
asterisk (*). Spoor evidence equates to observation of the species. Published range
distributions and habitat analysis are used in estimating fauna expected to be present
within the project area.
TERRESTRIAL COMMUNITIES
Three terrestrial communities are identified in the project study area:
Piedmont/alluvial forest, upland hardwood forest, and maintained/disturbed roadside
community. Community boundaries within the study area are well defined without a
significant transition zone between them. Faunal species likely to occur within the study
area will exploit each community for shelter and foraging opportunities or as movement
corridors.
Piedmont Alluvial Forest
The alluvial forest is present along Reedy Creek corridor. Flora that comprises
the alluvial forest includes sycamore (Platanus occidentalis), red maple (Ater rubrum),
sweet gum (Liquidambar styraciflua), willow oak (Quercus phellos), Southern red oak
(Quercus rubra), eastern red cedar (Juniperus virginiana), ironwood (Carpinus
caroliniana), giant cane (Arundinaria gigantea), muscadine grape (Vitis rotundifolia),
Japanese honeysuckle (Lonicera japonica), climbing hydrangea (Decumaria barbara),
chickory (Cichorium intybus), Virginia creeper (Parthenocissus quinquefolia), greenbrier
(Smilax rotundifolia), and poison ivy (Toxicodendron radicans).
Wildlife associated with the alluvial forest includes mammals such as Virginia
opossum (Didelphis virginiana), gray squirrel (Sciurus carolinensis), golden mouse
(Ochrotomys nuttali), raccoon* (Procyon lotor), eastern cottontail (Sylvilagus
f oridanus), and white-tailed deer* (Odocoileus virginianus). Amphibians and reptiles
such as slimy salamander (Plethodon glutinosus), spring peeper (Hyla crucifer), upland
chorus frog* (Pseudacris triseriata), eastern box turtle (Terrapene carolina), Eastern
garter snake (Thamnophis sirtalis), black racer (Coluber constrictor), and rat snake
(Elaphe obsoleta) may utilize the forest as well.
Avian fauna likely to occur in this area includes year-round residents such as song
sparrow (Melospiza melodia), Rufous-sided towhee (Pipilo erythrophthalmus), Eastern
wood pewee (Contopus virens), red-bellied woodpecker (Melanerpes carolinus),
Northern cardinal (Cardinalis cardinalis), Carolina cickadee* (Parus carolinensis),
mourning dove (Zenaida macroura), blue jay (Cyanocitta cristata), tufted titmouse
(Parus bicolor), Carolina wren (Thryothorus ludovicianus), eastern phoebe (Sayornis
phoebe), and American crow* (Corvus brachyrhynchos). In addition, migrant songbirds
such as blue-gray gnatcatcher (Polioptila caerulea), red-eyed vireo (Vireo olivaceus),
summer tanager (Piranga rubra), ovenbird (Seiurus aurocapillus), northern parula
(Parula americana), and hooded warbler (Wilsonia citrina) use this area during the
summer breeding season.
Upland Hardwood Forest
Upland hardwood forest is present in the areas adjacent to the road shoulders of
the project. The transition from upland hardwood forest to maintained/disturbed roadside
community is abrupt due to road shoulder maintenance activities. The flora that
comprises the upland forest includes tulip poplar (Liriodendron tulipifera), white oak
(Quercus alba), water oak (Quercus nigra), willow oak, loblolly pine (Pinus taeda),
shortleaf pine (Pinus echinata), pignut hickory (Carya glabra), and sweet gum.
The shrub layer consists of flowering dogwood (Cornus Florida), red bud (Cercis
canadensis), chalk maple (Ater leucoderme), American elm (Ulmus americana), winged
elm (Ulmus alata), ironwood, black cherry (Prunus serotina), and eastern red cedar.
Vines observed within this community formed a dense cover, especially on the outer
edges of the community. Representative vine species include: greenbrier, trumpet
creeper (Campsis radicans), muscadine grape, and poison ivy.
The upland hardwood forest offers habitat for a variety of fauna. Faunal species
frequenting the maintained community will be largely those species inhabiting the
alluvial forest. The gray squirrel, Virginia opossum, white-tailed deer, raccoon, eastern
chipmunk (Tamias striatus) and woodchuck (Marmota monax) are inhabitants of this
community. The presence of stratification provides habitat for avian species such as the
blue jay, American crow* (Corvus brachyrhynchos), red-bellied woodpecker, northern
flicker (Colaptes auratus) and downy woodpecker. Reptilian species include the eastern
box turtle, five-lined skink (Eumeces fasciatus), and black racer. The copperhead
(Agkistrodon contortrix) serves a predatory role by feeding on small vertebrates.
Maintained/Disturbed Roadside Community
The maintained/disturbed roadside community includes road shoulders
approximately 20.0 feet (6.1 m) wide, along SR 1136 (Lower Rocky River Road), which
are present along the entire length of the project. Maintained/disturbed areas are also
present within an agricultural field west of SR 1136 and within the powerline right-of-
way located north of Reedy Creek where it crosses the proposed project alignment. Flora
within this periodically maintained community includes fescue (Festuca sp.), common
plantain (Plantago major), vetch (Vicia sp.), lespedeza (Lespedeza repens), chickweed
(Stellaria media), red clover (Trifolium pratense), dog fennel (Anthemis arvensis), golden
rod (Solidago sp.), foxtail grass (Setaria sp.), beggers ticks (Bidens frondosa), and black
berry (Rubus allegneniensis).
The maintained/disturbed habitat within the project area is surrounded by
extensive forested areas and represents only a minor constituent of a larger community
structure within the project vicinity. Therefore, faunal species frequenting this
community will be largely those species inhabiting the adjacent upland forest and alluvial
forest. Small mammals that commonly occur within the maintained/disturbed
community are the Norway rat (Rattus norvegicus), house mouse (Mus musculus), least
shrew (Cryptotis parva), and eastern mole (Scalopus aguaticus). The Virginia opossum
and raccoon are very adaptive mammals that will frequent this habitat for foraging
opportunities. The eastern cottontail could possibly utilize this disturbed habitat to forage
on shrubs and herbaceous vegetation.
AQUATIC COMMUNITIES
One aquatic community, Reedy Creek, will be potentially impacted by the
proposed project. Physical characteristics of a water body and the condition of the water
resource influence faunal composition of aquatic communities. The stream channel width
is approximately 20.0 feet (6.1 m), and the channel depth is approximately 5.0 feet (1.5
m). The channel's substrate is composed of primarily sand and silt, with approximately
one foot of deposition on the floor of the channel. The portion of Reedy Creek within the
project area is slow moving with some pooling. Stream banks are marginally vegetated
with signs of erosion. Terrestrial communities adjacent to a water resource also greatly
influence aquatic communities.
Aquatic fauna likely to occur includes various species of insects and their larvae,
such as craneflies* (Family Tipulidae), dragonflies*/damselflies* (Order Odonata), water
striders* (Gerris sp.), and caddisflies (Order Tricoptera). Crustaceans such as isopods
(Order Isopoda), amphipods (Order Amphipoda), and crayfish (Order Decapoda) may
also be found here. Fish that may be present include tolerant species such as margined
madton (Noturis insignis), redbreast sunfish (Lepomis auritus), green sunfish (Lepomis
cyanellus), and creek chub (Semotilus atromaculatus). Other aquatic fauna that may be
present include Asian clam (Corbicula fluminea), green frog* (Rana clamitans), snapping
turtle (Chelydra serpentina), and northern water snake (Nerodia sipedon).
Aquatic vegetation occurring within the project area includes jewelweed
(Impatiens capensis), smartweed (Polygonum sp.), river oats (Chasmanthium latifolium),
and black willow (Salix nigra). No submerged aquatic vegetation was visible.
Construction of the subject project will have various impacts on the biotic
resources described. Any construction related activities in or near these resources have
the potential to impact biological functions. This section quantifies and qualifies impacts
to the natural resources in terms of area impacted and ecosystems affected. Temporary
and permanent impacts are considered here as well.
Calculated impacts to terrestrial resources reflect the relative abundance of each
community present within the study area. Project construction will result in clearing and
degradation of portions of these communities. Table 3 summarizes potential quantitative
losses to these biotic communities resulting from project construction. Estimated impacts
are derived using the project easement width of approximately 80.0 feet (24.4 m), minus
the area previously impacted by the existing road. Usually, project construction does not
require the entire ROW; therefore, actual impacts may be considerably less. Surface
water impacts are presented in the "Water Resources" section of this document.
Table 3. Anticipated Impacts to Terrestrial Communities
Community Acres (Hectares)
Alluvial Forest 0.18 (0.07)
Upland Hardwood Forest 3.33 (1.34)
Maintained/ Disturbed Roadside 1.29 (0.52 )
Total 4.80(l.93)
Plant communities found within the proposed project area serve as nesting and
sheltering habitat for various wildlife species. Replacing Bridge No. 176 and its
associated improvements will reduce habitat for faunal species, thereby diminishing
faunal numbers. However, due to the size and scope of this project, it is anticipated that
impacts to fauna will be minimal. Areas modified by construction (but not paved) will
become road shoulders and early successional habitat. Reduced habitat will displace
10
some wildlife further from the roadway while attracting other wildlife by the creation of
additional early successional habitat. Animals temporarily displaced by construction
activities will repopulate areas suitable for the species.
SUMMARY OF ANTICIPATED AQUATIC IMPACTS
Aquatic communities are sensitive to even small changes in their environment.
Stream channelization, scouring, siltation, sedimentation, and erosion from construction
related work will affect water quality and biological constituents. Although direct
impacts may be temporary, environmental impacts from these construction processes may
result in long term or irreversible effects. Impacts often associated with in-stream
construction include increased channelization and scouring of the streambed. In-stream
construction alters the stream substrate and may remove streamside vegetation at the site.
Disturbances to the substrate will produce siltation, which clogs the gills and/or feeding
mechanisms of benthic organisms, fish, and amphibian species. Benthic organisms can
also be completely covered by excessive amounts of sediment. These organisms are slow
to recover or repopulate a stream.
The removal of streamside vegetation and placement of fill material at the
construction site alters the terrain. Alterations of the stream bank enhance the likelihood
of erosion and sedimentation. Revegetation stabilizes and holds the soil thus mitigating
these processes. Erosion and sedimentation carry soils, toxic compounds, and other
materials into aquatic communities at the construction site. These processes magnify
turbidity and can cause the formation of sandbars at the site and downstream, thereby
altering water flow and the growth of vegetation. Streamside alterations also lead to
more direct sunlight penetration and to elevations of water temperatures that may impact
many species.
JURISDICTIONAL TOPICS
This section provides inventories and impact analyses to two significant
regulatory issues: Waters of the United States and Rare and Protected Species. These
issues retain particular significance because of federal and state mandates that regulate
their protection. This section deals specifically with the impact analyses required to
satisfy regulatory authority prior to project construction.
WATERS OF THE UNITED STATES
The U.S. Army Corps of Engineers (USACE) promulgated the definition of
"Waters of the United States," under 33 CFR §328.3(a). Waters of the United States
include most interstate and intrastate surface waters, tributaries, and wetlands. Areas that
are inundated or saturated by surface or groundwater at a frequency and duration
sufficient to support, and that under normal circumstances do support, a prevalence of
vegetation typically adapted for life in saturated soil conditions are considered "wetlands"
under 33 CFR §328.3(b). Wetlands generally include swamps, marshes, bogs, and
similar areas. Any action that proposes to place dredged or fill materials into Waters of
the United States falls under jurisdiction of the USACE, and must follow the statutory
provisions under Section 404 of the Clean Water Act (CWA) (33 U.S.C. 1344).
Bridge Demolition
Bridge No. 176 is composed completely of timber and steel with the exception of
concrete sills. The water level for the creek may be such that the concrete sills are
submerged, thereby eliminating any fill into Waters of the United States. If the concrete
sills are above the water level, there is potential for the concrete sills to be dropped into
Waters of the United States during bridge demolition. The resulting fill associated with
the concrete sills is approximately 4.5 yd 3 (3.4 m3).
Characteristics of Wetlands and Surface Waters
Potential wetland communities were investigated pursuant to the 1987 "Corps of
Engineers Wetland Delineation Manual". The three-parameter approach is used where
hydric soils, hydrophytic vegetation, and prescribed hydrologic characteristics must all be
present for an area to be considered a wetland. Based on the wetland determination
criteria and the September 14, 2000 site investigation, wetlands are not present within the
project study area.
Summary of Anticipated Impacts
Estimated linear impacts are derived using a ROW width of 80.0 feet (24.4 m).
Anticipated surface water impacts will be 80.0 feet (24.4 m). Usually, project
construction does not require the entire ROW; therefore, actual surface water impacts
may be considerably less.
Permits
As described above, impacts to jurisdictional surface waters are anticipated from
the proposed project. In accordance with provisions of section 404 of the Clean Water
Act (33 U.S.C. 1344), a permit will be required for the USACE for the discharge of
dredged or fill material into "Waters of the United States".
A Section 404 Nationwide Permit No. 23 is likely to be applicable for all impacts
to "Waters of the United States" resulting from the proposed project. This permit
authorizes activities undertaken, assisted, authorized, regulated, funded, or financed in
whole or part by another federal agency or department where the agency or department
has determined that pursuant to the Council on Environmental Quality regulation for
implementing the procedural provisions of the National Environmental Policy Act:
• the activity, work, or discharge is categorically excluded from environmental
documentation because it is included within a category of actions which neither
individually nor cumulatively have a significant effect on the human environment, and
• that the office of the Chief of Engineers has been furnished notice of the agency's or
department's application for the categorical exclusion and concurs with that
determination.
A North Carolina Division of Water Quality (DWQ) Section 401 Water Quality
General Certification is required prior to the issuance of the Section 404. Section 401
allows surface waters to be temporarily impacted for the duration of the construction.
12
Mitigation
The USACE has adopted, through the Council of Environmental Quality (CEQ), a
wetland mitigation policy which embraces the concept of "no net loss of wetlands" and
sequencing. The purpose of this policy is to restore and maintain the chemical,
biological, and physical integrity of "Waters of the United States," specifically wetlands.
Mitigation of wetland impacts has been defined by the CEQ to include avoiding impacts
(to wetlands), minimizing impacts, rectifying impacts, reducing impacts over time, and
compensating for impacts (40 CFR 1508.20). Each of these three aspects (avoidance,
minimization, and compensatory mitigation) must be considered sequentially.
Avoidance
Avoidance mitigation examines all appropriate and practicable possibilities of
averting impacts to "Waters of the United States." According to a 1990 Memorandum of
Agreement (MOA) between the Environmental Protection Agency (EPA) and the
USACE, in determining "appropriate and practicable" measures to offset unavoidable
impacts, such measures should be appropriate to the scope and degree of those impacts
and practicable in terms of cost, existing technology, and logistics in light of overall
project purposes.
Minimization
Minimization includes the examination of appropriate and practicable steps to
reduce the adverse impacts to "Waters of the United Sates." Implementation of these
steps will be required through project modifications and permit conditions. Minimization
typically focuses on decreasing the footprint of the proposed project through the
reduction of median widths, ROW widths, fill slopes, and/or road shoulder widths. Other
practical mechanisms to minimize impacts to "Waters of the United States" crossed by
the proposed project include: strict enforcement of sedimentation control BMPs for
protection of surface waters during the entire life of the project; reduction of clearing and
grubbing activity; reduction/elimination of direct discharge into streams; reduction of
runoff velocity; re-establishment of vegetation on exposed areas; judicious pesticide and
herbicide usage; minimization of "in-stream" activity; and litter/debris control.
Compensatory Mitigation
Compensatory mitigation is not normally considered until anticipated impacts to
"Waters of the United States" have been avoided and minimized to the maximum extent
practicable. It is recognized that "no net loss of wetlands" functions and values may not
be achieved in each and every permit action. Appropriate and practicable compensatory
mitigation is required for unavoidable adverse impacts that remain after all appropriate
and practicable minimization has been performed. Compensatory actions often include
restoration, creation, and enhancement of "Waters of the United States." Such actions
should be undertaken in areas adjacent to or contiguous to the discharge site whenever
practicable. Compensatory mitigation is not usually necessary with a Nationwide Permit
No. 23. However, the final decision lies with the USACE.
RARE AND PROTECTED SPECIES
Some populations of fauna and flora have been in, or are in, the process of decline
either due to natural forces or their inability to coexist with human activities. Federal law
(under the provisions of the Endangered Species Act of 1973, as amended) requires that
any action, likely to adversely affect a species classified as federally protected, be subject
13
to review by the FWS. Other species may receive additional protection under separate
state laws.
Federally-Protected Species
Plants and animals with federal classifications of Endangered, Threatened,
Proposed Endangered, and Proposed Threatened are protected under provisions of
Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. The March
22, 2001 updated U. S. Fish and Wildlife Service Threatened and Endangered Species list
shows two federally protected species for Cabarrus County (Table 4). A brief description
of each species' characteristics and habitat follows.
Table 4. Federally-Protected Species for Cabarrus County
Scientific Name Common Name Status
Lasmigona decorata Carolina heelsplitter E**
Helianthus schweinitzii Schweinitz's sunflower E
"E" --denotes Endangered (a species that is in danger of extinction throughout all or a significant
portion of its range).
"**"--denotes an obscure record - the date and/or location of this observation is uncertain.
Lasmigona decorata (Carolina heelsplitter) Endangered
Animal Family: Unionidae
Date Listed: July 24, 1992
The Carolina heelsplitter has an ovate, trapezoidal, unsculptured shell, which is
greenish, yellowish, or brownish in color with greenish or blackish rays. The nacre is
usually pearly-white to bluish-white graying to orange near the umbo and in older
specimens the entire nacre may be mottled orange. The umbo is flattened and the beaks
are depressed and project a little above the hinge line.
Habitat for the Carolina heelsplitter has been found in creeks, streams, and rivers.
Individuals are most often found in shaded areas, either in a ponded portion of a small
stream, or in runs along steep banks with a moderate current. Water less than three feet
deep and substrates that are composed of soft mud, sand, muddy-sand, and sandy gravel
are preferred. Presently, only three known populations of this mussel species exists; two
of these populations are found in the North Carolina streams of Waxhaw Creek, Catawba
River System, Union County and Goose Creek, Pee Dee River System, Union County.
BIOLOGICAL CONCLUSION NO EFFECT
Suitable habitat for the Carolina heelsplitter is present within the project. A
review of the North Carolina Natural Heritage Program (NCNHP) database on September
25, 2000 indicated no record for the presence of the Carolina heelsplitter within 1.0 mile
(1.6 km) of the proposed project. NCDOT Environmental Specialists conducted an in-
stream investigation on May 17, 2001. No live mussels were found, and only one
fragment of an eastern elliptio (Elliptio sp.) was found during the survey. Additionally,
the North Carolina Wildlife Resources Commission (WRC) also conducted surveys in
Reedy Creek at 4 locations in Cabarrus and Mecklenburg Counties. These surveys failed
to locate any mussel species. The survey results concluded that the Carolina heelsplitter
does not occur in the project area, and therefore will not be impacted by project
construction.
14
Helianthus schweinitzii (Schweinitz's sunflower) Endangered
Family: Aster (Asteraceae)
Date Listed: June 6, 1991
Schweinitz's sunflower is a long-lived perennial, flowering from late August to
frost. The yellow disk and ray flowers are formed on small heads (involucre less than 1.5
cm across). The leaves are rather thick and stiff in texture. The upper leaf surface is
scabrous (rough) while the lower surface is covered with distinctive dense, soft white
hairs. The leaves are opposite on the lower stem and alternate near the flowers. Lower
stem leaves average 3.9 - 7.9 inches (10-20 cm) long and 0.6 - 1.0 inch (1.5 to 2.5 cm)
wide while upper leaves are half this size. The leaves are five to ten times as long as
wide and sessile to short petiolate. The plants have purple stems that grow to an average
height of 6.6 feet (2.0 m) with the top one-third of the stem branching. The stems are at
least sparsely strigose or hirsute below the inflorescense. Reproduction is accomplished
both sexually (by seed) and asexually (by tuberous rhizome).
Schweinitz's sunflower is endemic to the Piedmont physiographic province of
North Carolina and South Carolina. Charlotte, NC is considered to be the center of this
species' distribution. It is believed that this species formerly occupied prairie-like
habitats or post oak-blackjack oak savannas that were maintained by fire. Current
habitats for this species includes roadsides, power line clearings, old pastures, woodland
openings and other sunny or semi-sunny situations. Schweinitz's sunflower is known
from a variety of soil types but is generally found growing on shallow, poor, clayey
and/or rocky soils, especially those derived from mafic rocks. In the few sites where
Schweinitz's sunflower occurs in relatively natural vegetation, the natural community
would be considered a Xeric Hardpan Forest (Schafale and Weakley 1990). This species
is threatened by fire suppression, urbanization such as residential and industrial
development, highway construction and roadside and utility right of way maintenance.
In 1988 the NCNHP initiated a cooperative effort with NCDOT and the FWS to
prevent the mowing of H. schweinitzii populations during the flowering and fruiting
period of August through October. Additionally, these populations should not be mowed
during any part of the growing season extending from April through October.
BIOLOGICAL CONCLUSION NO EFFECT
Suitable habitat for Schweinitz's sunflower is present within the
maintained/disturbed areas of the project alignment. A plant-by-plant survey was
conducted in all areas containing potential habitat for Schweinitz's sunflower. No
populations of Schweinitz's sunflower were found during the September 14, 2000 site
survey, conducted by NCDOT biologists. Additionally, a review of the NCNHP database
on September 25, 2000 indicated that there are no known occurrences of Schweinitz's
sunflower within 1.0 mile (1.6 km) of the proposed project. Therefore, project
construction will not affect Schweinitz's sunflower.
Federal Species of Concern and State Listed Species
There are three Federal Species of Concern listed for Cabarrus County. Federal
Species of Concern are not afforded federal protection under the Endangered Species Act
(ESA) and are not subject to any of its provisions, including Section 7, until they are
formally proposed or listed as Threatened or Endangered. Federal Species of Concern are
defined as those species that may or may not be listed in the future. These species were
formerly candidate species, or species under consideration for listing for which there was
insufficient information to support a listing of Endangered, Threatened, Proposed
15
Endangered, and Proposed Threatened. Organisms, which are listed as Endangered,
Threatened, or Special Concern by the NCNHP, list of rare plant and animal species are
afforded state protection under the State Endangered Species Act and the North Carolina
Plant Protection and Conservation Act of 1979.
Table 5 lists Federal Candidate and State listed species, the species state status (if
afforded state protection) and the presence of suitable habitat for each species in the study
area. This species list is provided for information purposes as the status of these species
may be upgraded in the future.
Tnhle 5_ Federal Sneeies of Concern for Cabarrus Countv.
Scientific Name Common Name NC Status Habitat
Etheostoma collis collis Carolina darter SC yes
Dactylocyth ere peedeensis Pee Dee crayfish ostracod W3* yes
Lotus helleri Heller's trefoil C yes
"SC"--A Special Concern species is one that requires monitoring but may be taken or collected and sold
under regulations adopted under the provisions of Article 25 of Chapter 113 of the General Statutes
(animals) and the Plant Protection and Conservation Act (plants). Only propagated material may be
sold of Special Concern plants that are also listed as Threatened or Endangered.
"C"--A Candidate species is one which is very rare in North Carolina, generally with 1-20 populations in the
state, generally substantially reduced in numbers by habitat destruction, direct exploitation or
disease. The species is also either rare throughout its range or disjunct in North Carolina from a
main range in a different part of the country or the world.
"W3"--A Watch Category 3 species is a species, which is poorly known in North Carolina, but is
not necessarily considered to be declining.
"*" -- Historic record - the species was last observed in the county more than 50 years ago.
Surveys for these species were not conducted during the site visit, nor were any of
these species observed. A review of the NCNHP database of Rare Species and Unique
Habitats on September 25, 2000 revealed no records of Federal Species of Concern in or
near the project study area.
16
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North Carolina Department
Of Transportation
Division of Highways
Project Development and
Environmental Analysis Branch
w
Cabarrus County
Replace Bridge No. 176 on SR 1-136
Over Reedy Creek
11-3623
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY
GOVERNOR
June 27, 2001
Mr. David Brook
Administrator
State Historic Preservation Office
4617 Mail Service Center
Raleigh, North Carolina 27699-4617
Dear Mr. Brook:
LYNDO TIPPETT
SECRETARY
SUBJECT: Archaeological Report, Bridge No. 176, Cabarrus County, TIP B-3623
SHPO Tracking No. ER 00-7769
Your letter of June 13 concerning the archaeological survey for this bridge replacement
project stated that you were unable to make a determination of eligibility for site
31 CA49. The bridge replacement project should not impact the site, which is located
north of SR 1136. The proposed action is to replace the bridge on the south side of the
existing bridge. The archaeological site is out of the area of potential effect for the
project and therefore no extensive testing of the site was conducted.
The area that will potentially be affected was tested to determine if any significant
archaeological remains existed. Three artifacts were found in the APE, but these were
insolated artifacts found in disturbed contexts and judged to be insignificant. The Office
of State Archaeology advised us to consider these three artifacts as associated with site
31 CA49 rather than consider them to represent a new site. However, the report makes it
clear on pages 24-25 that the property does not meet the criteria for site integrity and
information potential that would qualify it for nomination to the National Register of
Historic Places. Therefore, we feel that a finding of no historic properties is appropriate
for this project.
Sincerel ,
Thomas J. Padgett
NCDOT Archaeology Supervisor
cc: Emily Lawton, PE, FhwA
Paul Mohler

MAILING ADDRESS: TELEPHONE: [phone] LOCATION:
FAX: [phone] TRANSPORTATION BUILDING
NC DEPARTMENT OF TRANSPORTATION 1 SOUTH WILMINGTON STREET
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS RALEIGH NC
1548 MAIL SERVICE CENTEF WE©SITE: WYLY?.DOH.DOT.STATE.NC.US
RALEIGH NC 27699-1548
?e.w SUTi
North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
Michael F. Easley, Governor Division of Archives and History
Lisbeth C. Evans, Secretary Jeffrey J. Crow, Director
June 13, 2001
MEMORANDUM
To: William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis Branch
From: David Brook ear)?L_
Deputy State Historic Preservation Officer
Re: Bridge No. 176 on SR 1136 over Reedy Creek, TIP No. B-3623,
County, ER 00-7769
Thank you for your letter of April 23, 2001, transmitting the archaeological survey report
by Paul Mohler and Brian Overton concerning the above project.
We offer the following comments.
Until additional information for the properties listed below is provided, we are unable to
make a determination of their eligibility for the National Register.
archeological site 31 CA49
The above comments are made pursuant to Section 106 of the National Historic
Preservation Act and the Advisory Council on Historic Preservation's Regulations for
Compliance with Section 106 codified at 36 CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the
above comment, contact Renee Gledhill-Earley, Environmental Review Coordinator, at
919/733-4763.

DB:kgc
cc: Tom Padgett, NCDOT
Nicholas Graf, FHwA
Location Mailing Address
Administration 507 N. Blount St. Raleigh. NC 4617 Mail Service Center.
Restoration 515 N. Blount St. Raleigh . NC 4613 Mail Service Center.
Survey S Planning 515 N. Blount St. Raleigh. NC 4618 Mail Service Center
Raleigh 27699-4617
Raleigh 27699-4613
Raleigh 27699-4618
Telephone/Fax
[phone] •733-8653
[phone] •715-4801
[phone] •715-4801
?. ` STATF ..
North Carolina Department of Cultural Resources
State Historic Preservation Office
David L. S. Brook, Administrator
James B. Hunt Jr., Governor
Betty Ray McCain, Secretary
May 2, 2000
MEMORANDUM
TO: William D. Gilmore, P.E., Manager
Project Development and Environmental Analysis Branch
Division of Highways
Department of Transportation
FROM: David Brook U-Z.? ? T
Deputy State Histo 'c Preservation Officer
Division of Archives and History
Jeffrey J. Crow, Director
C,
• J
4
SUBJECT: Bridge No. 176 on SR 1136 over Reedy Creek, Cabarrus County, B-3623, ER 00-7769
Thank you for the memorandum of March 6, 2000, from Karen Orthner on the subject project. Based on review of
the aerial photograph and placement of Alternative 1 we offer the following recommendations for archaeological
resources.
In 1975 archeological site 31 Ca49 was recorded on the west side of Reedy Creek and was recommended for testing.
National Register eligibility of archeological site 31 Ca49 remains unassessed. The site is located on Chewacla soil
adjacent to non-eroded Cecil and Enon soils, which frequently exhibit aboriginal archeological sites. Since the soil
is not eroded and numerous artifacts were collected when the site was recorded originally, we recommend shovel
testing.
The memorandum states the project will include an 80 foot corridor. The shovel tests should be spaced between 20
and 30 feet apart across the width of the corridor. They should be spaced between 20 and 30 feet apart along the
length of the corridor from the west bank of Reedy Creek, beneath the power he, and in front of the house, to the
driveway west of the house. Much of this area appears wooded. Rather than a single line of shovel tests along the
alignment we recommend the corridor be evaluated by a series of three rows of shovel tests. The shovel tests should
be excavated at least 70 cm deep and closer to the creek at least 120 cm. Because of the depth, the shovel tests may
have to be larger than 30 cm in diameter. Stratigraphy should be recorded alone the alignment. If artifacts are
discovered in the shovel tests at least one one-by-one meter unit should be excavated to search for features and
clarify stratigraphy at the site.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment.
please contact Renee Gledhill-Earley, environmental review coordinator, at 919/733-4763.
Location Mailing, Address Telephone/Fas
ADMINISTIZATIO\ 507 N. Blount St.. Ralciph Nt jOl7 Mail SCr,,1cc ( atncr. Ralei,,h N(' '7l,0`.461- ttw)) 7..)-17h0 7
Ait CIIAFOLOC 421 N. Blounl St. IZalcich N( 4011) nlail Service Center. I:alcr_lt V(' 17(,QQ--1(,1() ow)) 7.,-7,41 71?-201
It GSTOIt ATION Sly N Blount St.. Itaicich Ni Ohl M;nl Srrvui ( cilia. IZalc1_1 ( _7t,`i l-ar,l 191 _ `•JXtll
St RVlC1' & PLAN'V'INi: 515 V'. Bloun; kalei_h \ , 7i,1` ail Se,ucc t enter. R.ilci .-l, V ',t,q';-lnir ) ,
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Federal Aid 4BRZ-1136(2)
TIP 413-3623 County: Cabarrus
CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR THE NATIONAL
REGISTER OF HISTORIC PLACES
Project Description: Replace Bride No 176 on SR 1 136 over Reedy Creek
On March 27, 2000, representatives of the
North Carolina Department of Transportation (NCDOT)
Federal Highway Administration (FHWA)
North Carolina State Historic Preservation Office (SHPO)
Reviewed the subject project at
a scoping meeting
photograph review session/consultation
other
All parties present agreed
M there are no properties over fifty years old within the project's area of potential effect.
there are no properties less than fifty years old which are considered to meet Criterion '
Consideration G within the project's area of potential effect.
there are properties over fifty years old (list attached) within the project's area of potential effect,
but based on the historical information available and the photographs of each property, properties
identified as r 1 1-+l0 are considered not eligible for the National
Resister and no furthe valuation of them is necessary.
there are no National Register-listed properties located within the project's area of potential effect.
Sinned:
1n.?? 3Z? ?
Representative, &D(T Date
FHWA, for the Division Administrator, or other Federal Agency [late
12 7 la,
BeR_ sentative, SHPOG Date
State Historic Preservation Officer Date
I f a survev report is prepared. a Ilnal copy of this form and the attached list will be included.

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