20120285_Information Letter_20110316

STATE OF NORTH CAROLINA
TURNPIKE AUTHORITY
MgRl s, ???
BEVERLY E. PERDUE 1578 MAIL SERVICI CIiNTER, RALEIGH, N.C. 27699-1578
GOVERNOR
March 14, 2011
North Carolina Department of Environment and Natural Resources
Divison of Water Quality
ATTN: Ms. Cyndi Karoly
Parkview Bldg.
2321 Crabtree Blvd.
Raleigh, NC, 27604
Dear Ms. Cyndi Karoly:
DAVID W. JOYNER
EXECUTIVE DIRECIOR
The North Carolina Turnpike Authority (NCTA), a division of the North Carolina Department of Transportation
(NCDOT), is proposing to construct the Gaston East-West Connector toll facility from 1-85 west of Gastonia in
Gaston County to 1-485 in Charlotte, Mecklenburg County. The project is a public project. It is planned to be
constructed as a design-build project, with the first phase open by 2015. The Preferred Alternative is shown in
the attached Figure 1.
The ultimate roadway section is proposed to be a four-lane controlled access toll facility with a 50-foot
median. East of NC 273 (Southpoint Road), there would also be one auxiliary lane in each direction. The
mainline design speed is 70 miles per hour with a planned posted speed limit of 65 miles per hour.
The Preferred Alternative for the project crosses Lake Wylie, a part of Duke Energy Corporation's Catawba-
Wateree hydro power project licensed by the Federal Energy Regulatory Commission (FERC). As shown in
Figure 1, the Preferred Alternative crosses Lake Wylie at the Catawba River, South Fork Catawba River, and
Catawba Creek parts of the lake. NCTA has requested from Duke Energy Corporation the initiation of a Non-
Project Use Conveyance Program Application for a public toll road/bridge crossing of FERC-licensed Lake
Wylie. As part of the application process, the NCTA is required to provide information to, and request
comments from, various regulatory and resource agencies, including your agency.
A Final Environmental Impact Statement (EIS) for the Preferred Alternative was signed by the Federal Highway
Administration on December 21, 2010. The US Fish and Wildlife Service concurs the project would have No
Effect on any listed Threatened or Endangered species. The State Historic Preservation Officer concurs the
Preferred Alternative would have either No Effect or No Adverse Effect on historic resources in the project's
Area of Potential Effect.
The Preferred Alternative will impact wetlands and streams along its length, including the placement of fill in
Lake Wylie. An individual Section 404 Permit will be needed from the US Army Corps of Engineers (USACE), as
well as a Section 401 Water Quality Certification from the NC Division of Water Quality (NCDWQ). A permit
package is being prepared for submittal to these agencies. Coordination with the USACE and NCDWQ has
been ongoing throughout the EIS process.
NORTH CAROLINA TURNPIKE AUTHORITY
TELEPHONE:[phone] FAN: 919-571-3015
c
Gaston East-West Connector (Garden Parkway)
EERC Permit Information
March 14, 2011
Figure 2 shows the Preferred Alternative final design right of way on GIS base mapping. A work bridge
drawing and final survey drawings of each bridge crossing are included at the end of this document. The
proposed three crossings of Lake Wylie are described in detail below.
Catawba Creek Crossing. The Preferred Alternative corridor crosses Catawba Creek just south of the Catawbe
Land Conservancy easement. In the immediate vicinity of the Catawba Creek crossing there are two wetlands
(W246 and W248) and an intermittent stream (5280), shown on Figure 2a, that would be crossed by the
Preferred Alternative final design in addition to Catawba Creek. Wetland W246 and most of wetland W248
would be bridged. Stream 5280 would be in a culvert. A small finger of the Lake Wylie project boundary
(0.29 acres) along unnamed intermittent stream 5280 would be filled. The shoreline designation in the fill
area is Environmental.
The crossing is proposed to be dual bridge structures, each with two travel lanes, 10-foot outside shoulders,
and 4-foot inside shoulders. Each bridge deck would be 41 feet 3 inches wide. The total width, including the
space between the bridges, is 121 feet 3 Table 1: Preferred Alternative - Catawba Creek Bridges
nches. Temporary work bridges are

proposed on both sides of the new
bridges over the Catawba River.
Vertical clearance over the full pond
elevation of Lake Wylie (569.4 ft MSL) is a
minimum of 28 feet, located at the west
bank. In the center of the Catawba Creek
crossing, the vertical clearance is a
minimum of 33 feet. Additional details
about the bridges and bridge bents (a
bent is a row of columns that supports a
section of bridge) are provided in Table 1.
Bridge Information Westbound
Bridge Eastbound
Bridge
Total Length (ft) 695.5 704.5
Length over Lake Wylie (ft) 394.8 467.9
Average Spacing Between Bents' (ft) 86.9 88.0
Total # of Bents 7 7
p of Bents with Drilled Shafts in Lake Wylie 5 5
Total Area of Drilled Shafts in Lake Wylie (sq ft) 332 332
A bent is comprised of a row of columns that supports a section of the bridge. Each
bent for the Catawba Creek bridges has two drilled shaft columns, each being 6.5 feet in
diameter.
South Fork Catawba River Crossing. The Preferred Alternative corridor crosses the South Fork Catawba River
portion of Lake Wylie north of Edgewater Drive (Figure 2b). On the western bank, the bridge structure will
end near the bank. On the eastern bank, the proposed bridge structure will begin east of Gaither Road so that
Gaither Road passes under the Gaston East-West Connector.
The crossing is proposed to be dual bridge structures, each with two travel lanes, 10-foot outside shoulders,
and 4-foot inside shoulders. Each bridge deck would be 41 feet 3 inches wide. The total width, including the
space between the bridges, is 121 feet 3 Table 2: Preferred Alternative - South Fork Catawba River
inches. Temporary work bridges are Bridges
proposed on both sides of the new
bridges over South Fork Catawba River.
Vertical clearance over the full pond
elevation of Lake Wylie (569.4 ft MSL) is a
minimum of 62 feet, located at the west
bank of the South Fork Catawba River. In
the center of the South Fork Catawba
River crossing, the vertical clearance is a
minimum of 65 feet. Additional details
about the bridges and bridge bents are
provided in Table 2.
Bridge Information Westbound
Bridge Eastbound
Bridge
Total Length (ft) 1,613.9 1,652.1
Length over Lake Wylie (ft) 857.6 824.9
Average Spacing Between Bents' (ft) 89.7 87.0
Total # of Bents 17 18
# of Bents with Drilled Shafts in Lake Wylie 9 9
Total Area of Drilled Shafts in Lake Wylie (sq ft) 693 693
A bent is comprised of a row of columns that support a section of the bridge. Each
bent in the South Fork Catawba River has two columns coming down from the bridge
deck. Each column connects to a 16 ft by 16 ft square footing positioned above the high
water mark. From each footing slab, four 3.5-ft diameter drilled shafts extend into the
ground.

Gaston East-West Connector (Garden Parkway)
IZRC Permit (formation
March 14, 2011
Catawba River Crossing. The Preferred Alternative corridor crosses the Catawba River just north of the Allen
Steam Station. On the western bank, the bridge will extend to span, with appropriate vertical clearance, the
spur rail line that serves the Allen Steam Station (Figure 2c). On the eastern bank, the proposed bridge
structure would start near the bank.
The crossing is proposed to be dual bridge
structures, each with three travel lanes, Table 3: Preferred Alternative -Catawba River Bridges
6-foot outside shoulders, and 4-foot
inside shoulders. Each bridge deck would
be 49 feet 3 inches wide. The total width,
including the space between the bridges,
is 137 feet 3 inches. Temporary work
bridges are proposed on both sides of the
new bridges over the Catawba River.
Vertical clearance over the full pond
elevation of Lake Wylie (569.4 ft MSL) is a
minimum of 29 feet, located at the east
bank of the Catawba River. In the center
of the Catawba River crossing, the vertical
clearance is a minimum of 36 feet.
Bridge Information Westbound
Bridge Eastbound
Bridge
Total Length (ft) 2,466.5 2,445.4
Length over Lake Wylie (ft) 2,153.4 2,063.9
Average Spacing Between Bents' (ft) 91.4 90.6
Total p of Bents 26 26
ft of Bents with Drilled Shafts in Lake Wylie 23 23
Total Area of Drilled Shafts in Lake Wylie (sq ft) 2,656 2,656
A bent is comprised of a row of columns that support a section of the bridge. Each
bent in the Catawba River has three columns coming down from the bridge deck. Each
column connects to a 16 ft by 16 ft square footing positioned above the high water mark.
From each footing slab, four 3.5-ft diameter piers extend into the ground.
Additional details about the bridges and bridge bents are provided in Table 3.
Proposed Easement Areas over Lake Wylie. The proposed easement areas for each crossing are shown on
the survey drawings. The permanent easements are proposed to be 151 feet 3 inches wide for Catawba Creek
and the South Fork Catawba River and 167 feet 3 inches for Catawba River, and include the bridge areas plus
15 feet on either side. Larger temporary construction easements of 50 feet on either side of the permanent
easements are required that would bring Table 4: Proposed Easement Areas Over Lake Wylie
the total width of the temporary plus
permanent easement to 251 feet 3 inches
for Catawba Creek and South Fork
Catawba River and 267 feet 3 inches for
the Catawba River. The easement areas
are listed in Table 4, as well as on the
survey drawings.
Crossing Permanent Easement
Area (Acres) Temporary Easement
Area (acres)
Catawba Creek 1.69 1.04
South Fork Catawba River 2.78 2.01
Catawba River 7.80 4.80
TOTAL 12.27 7.85
Shoreline Management Plan Shoreline
Classifications. Lake Wylie Shoreline Management Plan Shoreline Classifications are shown in Figure 2 and on
the survey drawings. The shoreline classifications crossed by the Preferred Alternative final design are listed
in Table S. The proposed bridge structures would terminate inland of the shorelines of the South Fork
Catawba River and Catawba River,
and modifications to the shorelines
are not proposed. At Catawba Creek,
as shown on the survey drawings,
there is a small finger of shoreline
area on the east bank (designated
Environmental) that is not part of the
main channel that would be filled.
Table 5: Shoreline Classifications Crossed by Preferred Alternative
Crossing West Bank East Bank
Catawba Creek Environmental Environmental
South Fork Catawba River Residential Residential
Catawba River Public Infrastructure Impact Minimization Zone
and Future Residential
Source: Lake Wylie Shoreline Management Plan
-3-
Gaston Fast-West Connector (Garden Parkwa).)
FERC Penna h fonnation
March 14, 2011
Boating Safety. Boating safety features would be included in the construction and operation of the proposed
crossings, similar to those employed at the INC 49 bridge. Each bent shall have reflective markers placed on
the outside columns. The reflective markers shall be approximately 6 feet high by 4 feet wide and shall be
placed above the high water elevation. During construction, including the time a temporary work bridge is
present, a clear horizontal channel with a minimum of 12 vertical feet of clearance over the Lake Wylie full
pond elevation of 569.4 MSL will be maintained for boaters and designated by reflective signs.
If you desire to comment after reviewing the enclosed plans, we respectfully request that you submit a
response within 30 days. If any additional information is required, please contact:
Ms. Jennifer Harris, PE
Director of Planning and Environmental Studies
NC Turnpike Authority
5400 Glenwood Avenue, Suite 400
Raleigh, INC 27612
Phone: [phone]
Email: [e-mail]
Thank you for your attention to this request.
Sincerely,

Steven D. DeWitt, PE
Chief Engineer
-4-
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