20071134 Ver 4_Application_20090806

DEPARTMENT OF TRANSPORTATION
BEVERLY PERDUE
GOVERNOR
July 31, 2009
U.S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
ATTN: Mr. David Baker
NCDOT Coordinator
Subject: Request for Modification to Individual Section 404 Permit and to
Individual Section 401 Certification for Section R-2519A
US 19/US 19E Improvements
From SR 1336 (Jacks Creek Road) to SR 1186 (US 19) west of Micaville
Yancey County
NCDOT Division 13
State Project Numbers 6.869005T and 6.909001T
T.I.P. Project Number R-2519A
Debit $570.00 from WBS Element 35609.1.1
Reference: Application for Individual Section 404 and 401 permits for TIP R-2518A,
R-251813, and R-2519A, submitted June 26, 2007
Revisions to the permit application, October 1, 2007
Individual 401 Water Quality Certification No. 3706 issued October 16,
2007 for R-2518A.
Individual 404 Permit SAW-2007-2197-357/300 issued April 1, 2008.
Amended Application for Individual Section 404 and Modification to
Individual 401 Certification for Section R-251813, submitted January 22,
2008.
Dear Mr. Baker:
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STATE OF NORTH CAROLINA
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SECRETARY
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This letter addresses Section R-2519A of the US 19E widening project that extends from
SR 1336 (Jack's Creek Road) to SR 1186 (US 19) west of Micaville. The North Carolina
Department of Transportation (NCDOT) proposes to widen US 19/JS 19E from future I-
26 (existing US 19-23) in Madison County to SR 1186 (US 19) near Micaville in Yancey
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX' 919-715-1501
WEEIWE. WWW.DOH.DOT.STATE.NC.US
LOCATION:
TRANSPORTATION BUILDING
1 SOUTH W ILMNGTON STREET
RALEIGH NC
County. The total length of the project (R-2518A, R-2518B & R-2519A) is
approximately 21 miles. The length of the R-2519A section is 7.4 miles. The project will
upgrade the existing two and three-lane principal arterial to a multi-lane facility with
partial access control.
The original permit application dated June 26, 2007 presented the impacts for Section R-
2519A, based on preliminary design, as 5,309 linear feet of permanent impacts to surface
waters and 0.29 acre of permanent impacts to wetlands. This modification for Section R-
2519A, based on final design, presents 4,509 linear feet of permanent impacts to surface
waters and 0.30 acre of permanent impacts. to wetlands. Also, this project will utilize
1,019 linear feet of bank stabilization. Attached are the Ecosystem Enhancement Program
(EEP) confirmation letter, NCWRC Letter, a revised Stormwater Management Plan for
R-2519A, 4B Permit Drawing Review Meeting minutes and. Final Minutes for Hydraulic
Design Review Meeting with Actions Taken since the Meeting, property owner labels,
permit drawings, roadway plan sheets, and Natural Stream Design Plans.
This project calls for a letting date of May 17, 2011 and a review date of March 29, 2011;
however, the let date may advance as additional funding becomes available.
IMPACTS TO WATERS OF THE U.S. - R-2519A
Wetlands
Permanent impacts: Wetland impacts total 0.30 acre, with 0.26 acre of impact to riverine
wetlands, and the remaining 0.04 acre of impact to non-riverine wetlands.
Temporary impacts: There will be no temporary fill in any of the wetland areas.
Surface Waters
Permanent impacts: Impacts to surface waters total 4,509 linear feet.
Temporary impacts: Impacts will be necessary for construction of the various box
culverts and pipe installations. Temporary impacts associated with this project include
573 linear feet (0.09 acre) of temporary fill in surface waters.
The following table depicts all of the jurisdictional streams and wetlands impacted by the
final project design for Section R-2519A.

Table 1 - R-2519A Impacts to Waters of the U.S.
Permit
Drawing
Site #
Feature
Type
Feature
Name
Station No. Type of
Stream/
Wetland DWQ
Stream
Classifc
ation
Mitigation
Required?
1 Stream UT to Cane River 228+50 -L- Perennial C;Tr Yes
2 Stream UT to Cane River 10+40 -DI- Perennial C;Tr Yes
3 Stream UT to Cane River 230+85 -L- Perennial C;Tr No
4 Stream UT to Cane River 231+50 -L- Perennial C;Tr Yes
5 Stream UT to Cane River 232+90 -L- Perennial C;Tr Yes
6 Stream UT to Cane River 236+10 -L Perennial C;Tr Yes
7 Stream Bailey Branch 243+30 -L- Perennial C;Tr Yes
8 Stream UT to Pine Swam Branch 249+65 -L- Perennial C;Tr Yes
9 Stream Pine Swam Branch D4 - 10+30 Perennial C;Tr Yes
-9A Stream Pine Swam Branch 255+40 -L Perennial C;Tr Yes
10 Stream McIntosh Branch/
Pine Swam Branch 257+35 -L/
Y10 - 11+00
Perennial C/C;Tr
Yes
11 Stream Little Crabtree Creek 270+55 -L Perennial C;Tr Yes
12 Stream Little Crabtree Creek Y17-11+30 Perennial C;Tr Yes
13 Stream UT to Little Crabtree Creek 279+93 -L Perennial C;Tr Yes
14 Stream Little Crabtree Creek 284+30 -L Perennial C;Tr Yes
15 Stream Little Crabtree Creek 285+00 -L Perennial C;Tr Yes '
16 Stream UT to Little Crabtree Creek Y19 -11+60 Perennial C;Tr Yes
17 Wetland 287+60 -L Non-Riverine Yes
18 Stream Ray Creek 289+80 -L Perennial C;Tr Yes
19 Wetland 292+10 -L Riverine Yes
20 Wetland 293+40 -L Riverine Yes
21 Stream Sugar Hollow Creek 297+60 -L Perennial C;Tr Yes
22 Stream Little Crabtree Creek 300+90 -L Perennial C;Tr Yes
23 Stream Allen Branch 301+40 -L Perennial C;Tr Yes
24 Stream UT to Little Crabtree Creek Y26 -9+44 Perennial C;Tr Yes
25 Stream George's Fork 312+60 -L Perennial C;Tr Yes
26 Stream George's Fork 314+05 -L Perennial C;Tr Yes
27 Stream UT to George's Fork 314+40 -L Perennial C;Tr Yes
28 Stream Little Crabtree Creek 316+60 -L Perennial C;Tr Yes
29 Stream Shoal Creek 318+15 -L Perennial C;Tr Yes
30 Stream UT to Little Crabtree Creek 320+10 -L Perennial C;Tr Yes
31 Stream UT to Little Crabtree Creek 324+50 -L Perennial C;Tr Yes
32 Stream UT to Plum Branch Y33 -9+90 Perennial C;Tr Yes
33 Stream Plum Branch 327+90 -L Perennial C;Tr Yes
34 Stream UT to Little Crabtree Creek 333+15 -L Perennial C;Tr Yes
35 Stream Little Crabtree Creek Y34 -10+51 Perennial C;Tr Yes
36 Stream UT to Little Crabtree Creek 337+25 -L Perennial C;Tr Yes
37 Stream UT to Little Crabtree Creek 340+50 -L Perennial C;Tr Yes .

Permit Site I : A perennial unnamed tributary (UT) to the Cane River will be impacted by
the extension of the existing 1000mm corrugated metal pipe (CMP) on the inlet with a
new 1000mm corrugated steel pipe (CSP) with headwall and a new 1200mm reinforced
concrete pipe (RCP), a junction box and bank stabilization on the outlet.
Permanent Impacts, Stream: 681f
Temporary Impact, Stream: <0.01 ac
Permit Site 2: A perennial UT to the Cane River will be impacted by replacement of the
existing 1200mm CMP with a 2.23m x 1.6m corrugated steel pipe arch (CSPA) with a
headwall at the inlet and bank stabilization at the outlet.
Permanent Impacts, Stream: 85 if
Temporary Impact, Stream: <0.01 ac
Permit Site 3: A perennial UT to the Cane River will be impacted by the extension of an
existing 900mm CMP with a new 900mm CSP and bank stabilization at the outlet.
Permanent Impacts, Stream: 54 if
Temporary Impacts, Stream: <0.01 ac
Permit Site 4: A perennial UT to the Cane River will be impacted by the extension of an
existing 1800mm CMP with a new 1800mm CSP and bank stabilization at the outlet.
Permanent Impacts, Stream: 46 if
Temporary Impacts, Stream: 0.02 ac
Permit Site 5: A perennial UT to the Cane River will be impacted by the extension of an
existing 1500mm CMP with a new 1500mm CSP; bank stabilization, and stream
relocation at the inlet.
Permanent Impacts, Stream: 83 if
Temporary Impacts, Stream: <0.01 ac
Permit Site 6: A perennial UT to the Cane River will be impacted by the extension of an
existing 1400mm CMP with a new 1400mm CSP and bank stabilization at the outlet.
Permanent Impacts, Stream: 81 if
Temporary Impacts, Stream: <0.01 ac
Permit Site 7: The Bailey Branch crossing is listed as a permit site though there are no
impacts to the stream. During preliminary design it was determined that the existing pipe
would not need to be extended to accommodate the road widening.
Permanent Impacts, Stream: 0 if
Temporary Impacts, Stream: 0 ac
Permit Site 8: A perennial UT to Pine Swamp Branch will be impacted by the extension of
an existing 1500mm CMP with a new 1500mm CSP at the inlet.
Permanent Impacts, Stream: 191f
Temporary Impacts, Stream: <0.01 ac

Permit Site 9: Pine Swamp Branch will be impacted by the replacement of an existing
1500mm CSP with a 2.41m x 1.70m CSPA with a headwall at the inlet and bank
stabilization at the outlet.
Permanent Impacts, Stream: 32 If
Temporary Impacts, Stream: <0.01 ac.
Permit Site 9A: Pine Swamp Branch will be impacted by bank stabilization from a grass
lined roadway drainage ditch.
Permanent Impacts, Stream: 25 if
Temporary Impacts, Stream: 0 ac.
Permit Site 10: Pine Swamp Branch will be impacted by the extension of the existing (2)
1.83m x 1.83m reinforced concrete box culverts (RCBC) with (2) 1.83m x 2.74m RCBC
and bank stabilization at the outlet. Pine Swamp Branch will also be impacted by relocation
into a new 1.83m x 2.13m RCBC that transitions to a 2.1m x 2.1m RCBC with sills at the
inlet. McIntosh Branch will be impacted by relocation into a new 1.83m x 2.13m RCBC
that transitions to a 2.13m x 2.44m at the inlet. A perennial UT to Pine Swamp Branch
will be impacted by the installation of an energy dissipator basin.
Permanent Impacts, Stream: 7141f
Temporary Impacts, Stream: <0.01 ac
Permit Site 11: Little Crabtree Creek will be impacted by the extension of an existing
1600 mm CMP with a junction box and a 1400mm CSP with bank stabilization at the
outlet.
Permanent Impacts, Stream: 321f
Temporary Impacts, Stream: <0.01 ac
Permit Site 12: Little Crabtree Creek will be impacted by the replacement of the existing
(2) 2.13m x 1.83m RCBC with (2) 3.Om x 2.4m RCBC.
Permanent Impacts, Stream: 1321f
Temporary Impacts, Stream: <0.01 ac
Permit Site 13: A perennial UT to Little Crabtree Creek will be impacted by the extension
of an existing 2.13m x 1.52m RCBC with a junction box and 1500mm CMP at the inlet
and a 1500mm CMP with bank stabilization at the outlet.
Permanent Impacts, Stream: 821f
Temporary Impacts, Stream: <0.01 ac
Permit Site 14: Little Crabtree Creek will be impacted by the bank stabilization and low
flow diversion sills. Two sets of existing RCBCs will be replaced at their current length
but with no new impacts
Permanent Impacts, Stream: 2701f
Temporary Impacts, Stream: 0 ac
5
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Permit Site 15: Little Crabtree Creek will be impacted by the replacement of the existing
(2) 2.4m x 2.1 m RCBC with (2) 3.6m x 2.4m RCBC with a low flow diversion sill at the
inlet and bank stabilization at the outlet with low flow benches at the inlet and outlet.
Permanent Impacts, Stream: 1301f
Temporary Impacts, Stream: 0.01 ac
Permit Site 16: A perennial UT to Little Crabtree Creek will be impacted by its relocation
into a 1050mm CMP.
Permanent Impacts, Stream: 41 if
Temporary Impacts, Stream: <0.01 ac
Permit Site 17: A Non-Riverine wetland will be impacted by roadway fill and
mechanized clearing.
Permanent Impacts, Non-Riverine Wetland: 0.04 ac
Permit Site 18: Ray Creek and will be impacted by the extension of an existing 1.83m x
1.83m RCBC with bank stabilization and a low flow bench at the outlet.
Permanent Impacts, Stream: 1091£
Temporary Impacts, Stream: 0 ac
Permit Site 19: A Riverine wetland will be impacted by roadway fill and mechanized
clearing.
Permanent Impacts, Riverine Wetland: 0.24 ac
Permit Site 20: A small Riverine wetland will be impacted by roadway fill and
mechanized clearing.
Permanent Impacts, Riverine Wetland: 0.02 ac
Permit Site 21: Sugar Hollow Creek and will be impacted by the replacement of the
existing 1400mm CSP with a 1800mm CSP with bank stabilization at the outlet.
Permanent Impacts, Stream: 661f
Temporary Impacts, Stream: <0.01 ac
Permit Site 22: Little Crabtree Creek and will be impacted by the extension of the
existing (2) 3.05m x 2.74 RCBC with a low flow diversion channel at the inlet and bank
stabilization at the outlet.
Permanent Impacts, Stream: 251 If
Temporary Impacts, Stream: 0.01 ac
Permit Site 23: Allen Branch will be impacted by the replacement of the existing (2)
1500mm CMPs with (2) 1.8m x 1.8m RCBC with sills and a low flow channel bank
stabilization and a floodplain bench at the outlet.
Permanent Impacts, Stream: 1321f
Temporary Impacts, Stream: <0.01 ac
6
? r
Permit Site 24: A perennial UT to Little Crabtree Creek will be impacted by its relocation
into a 1050mm RCP.
Permanent Impacts, Stream: 535 if
Temporary Impacts, Stream: 0 ac
Permit Site 25P: A pond will be impacted by roadway fill. These impacts are considered
nonmitigable.
Permanent Impacts, Pond: 0.040 ac
Permit Site 25: George's Fork will be impacted by the extension of the existing (2) 2.13m
x 1.83m RCBC.
Permanent Impacts, Stream: 1861f
Temporary Impacts, Stream: 0.01 ac
Permit Site 26: George's Fork will be impacted by relocation into a new channel.
Permanent Impacts, Stream: 583 if
Temporary Impacts, Stream: <0.01 ac
Natural Stream Design: 5801f
Permit Site 27: A perennial UT to George's Fork will be impacted by relocation into a
1500mm RCP.
Permanent Impacts, Stream: 143 if
Temporary Impacts, Stream: <0.01 ac
Permit Site 28: Little Crabtree Creek will be impacted by the extension of the existing (3)
3.05m x 2.4m RCBC with the addition of another 3.05 x 2.4m culvert (for a total of 4)
with low flow diversion sills at the inlet and a low flow bench with bank stabilization at
the outlet
Permanent Impacts, Stream: 175 if
Temporary Impacts, Stream: 0.02 ac
Permit Site 29: Shoal Creek will be impacted by the extension of the existing (2) 2.44m x
2.13m RCBC and relocation into a new channel.
Permanent Impacts, Stream: 2941f
Temporary Impacts, Stream: <0.01 ac
Natural Stream Design: 233 if
Permit Site 30: A perennial UT to Little Crabtree Creek will be impacted by relocation
into a 1200mm CMP.
Permanent Impacts, Stream: 2001f
Temporary Impacts, Stream: <0.01 ac
7

Permit Site 31: A perennial UT to Little Crabtree Creek will be impacted by the extension
of the existing 1500mm CMP with bank stabilization at the outlet.
Permanent Impacts, Stream: 54 If
Temporary Impacts, Stream <0.01 ac
Permit Site 32: A perennial UT to Plum Branch will be impacted by relocation into a new
channel using natural stream design.
Permanent Impacts, Stream: 2171f
Temporary Impacts, Stream: <0.01 ac
Natural Stream Design: 210 if
Permit Site 33: Plum Branch will be impacted by relocation into a new channel using
natural stream design and the extension of the existing 3.05m x 1.83m RCBC with a new
3.6m x 2.1m RCBC. There will be low flow sills at the RCBC inlet and low flow sills
added to the existing culvert. A Rock Cross-vane will be installed at the outlet to bring
the stream grade up to culvert outlet elevation.
Permanent Impacts, Stream: 325 if
Temporary Impacts, Stream: <0.01 ac
Natural Stream Design: 157 If
Permit Site 34: A perennial UT to Little Crabtree Creek will be impacted by its relocation
into a new channel.
Permanent Impacts, Stream: 2081f
Temporary Impacts, Stream <0.01 ac
Permit Site 35: Little Crabtree Creek will be impacted by the extension of the existing (3)
3.35m x 3.05m RCBC with low flow diversion sills at the inlet and bank stabilization at
the outlet
Permanent Impacts, Stream: 73 if
Temporary Impacts, Stream: 0.01 ac
Permit Site 36: A perennial UT to Little Crabtree Creek will be impacted by the extension
of the existing 1350mm RCP at the inlet.
Permanent Impacts, Stream: 241f
Temporary Impacts, Stream <0.01 ac
Permit Site 37: A perennial UT to Little Crabtree Creek will be impacted by relocation
into a new channel and the extension of the existing 150 Omm RCP at the inlet.
Permanent Impacts, Stream: 591f
Temporary Impacts, Stream <0.01 ac

Compensation for R-2519A
Compensatory Mitigation: A March 21, 2007 R-2519A Permit Drawing Review (4C)
meeting, resource agency representatives agreed that "leftover" on-site mitigation from
the R-2518A section of the US19E Widening project could be used as compensatory
mitigation for impacts associated with other sections of the project. An October 22, 2007
letter from EEP reserved compensatory mitigation for wetlands and streams not covered
by onsite mitigation. After 2,522 linear feet of excess mitigation from R-2518A and 1,180
linear feet of natural stream design for R-2519A are subtracted from the 4,509 linear feet
of permanent surface waters impacts for R-2519A; there are 807 linear feet of permanent
impacts to surface waters remaining that will be mitigated by EEP.
This project will also utilize 1,019 linear feet of bank stabilization. The NCDOT does not
propose mitigation for stream bank stabilization activities. Stabilizing the bank of a
stream does not require fill in the stream bed and, therefore, under Section 404 of the
Clean Water Act, does not constitute Loss of Waters of the U.S. and is not subject to
compensatory mitigation. Furthermore,. the proposed bank stabilization activities are
necessary to prevent erosion and sedimentation, i.e. preventing bank destabilization and
minimizing impacts to the environment.
Table.2 provides information about the on-site mitigation associated with each impact
site within R-2519A.
Table 2. On-site Stream Mitigation within R-2519A
R-2519A Site Name Station Mitigation Length Buffer Mitigation
Type (ft.) (ft./side) Area (Ac)
26 (George Fork) 314+04 to 315+67 -L- restoration 580 30 .81
29 (Shoal Creek) 10+28 to 10+98 -Y30- restoration 233 24 .26
32 (UT Plum Branch) 9+86 to 10+40 -Y33- restoration 210 20 .20
33 (Plum Branch) 9+86 to 10+34 -Y32- restoration 157 25 .17
Total: 1,180 279 2.09
FEDERALLY PROTECTED SPECIES
Please refer to the original permit application submittal dated June 26, 2007 for project-
wide federally threatened and endangered species information. As of July 28, 2009, the
federally protected species listed by the United States Fish and Wildlife Service
(USFWS) for Yancey County has not changed. A July 15, 2009 survey for Virginia
Spiraea found no specimens.
REGULATORY APPROVALS
Clean Water Act Section 404: Application is hereby made for Modification to the
Department of the Army Individual Section 404 Permit as required for the above-
10
M
described activities. Due to the size and complexity of the project; NCDOT requests a 5
year permit to cover the duration of construction activity.
Clean Water Act Section 401: We are also hereby requesting a modification to the
Section 401 Water Quality Certification (WQC. No. 3706) from the Division of Water
Quality. A state stormwater permit is not required for this section of the project since
there are no HQW or ORW waters on this section.
By copy of this letter and attachments, NCDOT hereby requests NCWRC review.
NCDOT requests that NCWRC forward their comments to the Corps of Engineers within
30 days of receipt of this application.
If you have any questions or need additional information please call Mr. Jeff Hemphill, at
[phone] or at [e-mail]. A copy of this application will also be posted
at www.ncdot.org/doh/preconstruct/pe/neu/l)ertnit.html.
Sincerely,
(CA/Gregory J. Th rp h.D:, Environmental Management Director
Project Development and Environmental Analysis Branch
w/attachment
Mr. Brian Wrenn, NCDWQ (5 Copies)
Ms. Marella Buncick, USFWS
Ms. Marla Chambers, NCWRC
Ms. Kathy Matthews, USEPA-Whitter, NC
Dr. Charles Nicholson, TVA
W/o attachment (see website for
attachments)
Dr. David Chang, P.E., Hydraulics
Mr. Victor Barbour, Project Services Unit
Mr. Greg Perfetti, P.E., Structure Design
Mr. Mark Staley, Roadside Environmental
Mr. J.J. Swain, P.E., Division Engineer
Mr. Roger Bryan, DEO
Mr. Jay Bennett, P.E., Roadway Design
Mr. Majed Alghandour, P.E., Prog. and TIP
Mr. Art McMillan, P.E., Highway Design
Mr. Scott McLendon, USACE, Wilmington
Ms. Beth Harmon, EEP
Mr. Todd Jones, NCDOT Ext. Audit Branch
Mr. Steve Brown, P.E., PDEA Pl. Engineer
Mr. Drew Joyner, PE, HEU
Ms. LeiLani Paugh, NEU
Mr. Randy Griffin, NEU
11
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Drawing
Sheet _ I of _6

Site
No. Property Owner
Name Property Owner
Address Parcel Number
19 Yancey County Room 11 Courthouse, Burnsville, NC 28714 122
Catalano Family Limited 3100 Airport West Drive
Vero Beach
FI 32960 135
20 Partnership ,
,
Grady P. Melton Rt. 8 Box 50, Burnsville, NC 28714 133
21 Charles Junior Peterson P.O. Box 712, Burnsville, NC 28714 145
Jay (Hannah) Styles Rt. 8 Box 80, Burnsville, NC 28714 144
22 Yancey County Room 11 Courthouse, Burnsville, NC 28714 155
Farrell Hughes Rt. 8 Box 230, Burnsville, NC 28714 156
Quality Oil Company N/A 152A
Danny Leece Gouge Rt. 8 Box 103, Burnsville, NC 28714 153
23 Farrell Hughes Rt. 8 Box 230, Burnsville, NC 28714 156
Dorothy Dayton Rt. 8 Box 100, Burnsville, NC 28714 157
24 Zenus Elkins N/A 238
C/O Walter Klements, 3127 Ponce De Leon
Yancey Railroad Company Blvd, Coral Gables, FI 33134 129
S. Gail Crisp N/A 165
Rodney D. Shepard Rt. 8 Box 1250, Burnsville, NC 28714 166
Edds Independent Station Rt. 6 Box 152, Burnsville, NC 28714 167
William Harold Presnell Rt. 7 Box 778, Burnsville, NC 28714 162
Johnny Bennett Georges Fork Road, Burnsville, NC 28714 169
25 Norman Evans 143 Bear Wallow Road, Burnsville, NC 28714 179
Shoal Creek Baptist Church N/A 178
25P Eugene Styles Rt. 6 Box 525, Burnsville, NC 28714 174
26 Shoal Creek Baptist Church N/A 178
27 Norma P. Evans - P.O. Box 23, Burnsville, NC 28714 185
Roger F. Penland P.O. Box 741, Burnsville, NC 28714 186
Elizabeth Young Huskins Rt. B Box 549, Burnsville, NC 28714 187
28 Norman Evans 143 Bear Wallow Road, Burnsville, NC 28714 233
Lewis J. McEntyre, Jr. 607 West By-Pass, Burnsville, NC 28714 189
29 William Ray Young Rt 8 Box 230, Burnsville, NC 28714 194
Betty Revis 58 Ranchview Acres, Candler, NC 28715 195
30 Lillian Robinson 16 Prospect Street, Asheville, NC 28804 197
31 Beulah Hughes N/A 201
Dewey Pate, Jr. RL 2 Box 5, Burnsville, NC 28714 198
Allen D. Boone Rt. 2 Box 8 Burnsville NC 28714 236
List of Property Owners
Permit DmwbV
St" D of ?G
Site
No. Property Owner
Name Property Owner
Address Parcel Number
32 Carrie Blevins Rt. 8 Box 951, Burnsville, NC 28714 206
33 Came Blevins Rt. 8 Box 951, Burnsville, NC 28714 206
34 Charles R. Dellinger 317 Hillside Drive, Burnsville, NC 28714 214
35 Crabtree Baptist Church Rt. 2, Burnsville, NC 28714 216
Charles R. Dellinger 317 Hillside Drive, Burnsville, NC 28714 214
James Luther Thomas P.O. Box 89, Micaville, NC 28755 215
36 Jennings E. Ray Rt. 2 Box 1165, Burnsville, NC 28714 218
37 Ovel Tomberlin Rt. 2 Box 1164, Burnsville, NC 28714 223
Division of Highways
List of Property Owners Yancey County
Project: WBS 35609.1.1 (R-2519A)
US 19 E East of SR 1336
(Jacks Creek Road ) to SR 1186 (Old US 19)
permit Sheet I d 16

r?
PROGRAM
October 22, 2007
Mr. Gregory J. Thorpe, Ph.D.
Environmental Management Director
Project Development and Environmental Analysis Branch
North Carolina Department of Transportation
1548 Mail Service Center
Raleigh, North Carolina 27699-1548
Dear Dr. Thorpe:
Subject: EEP Mitigation Acceptance Letter:
tlLIN3iVHfLdN 303'J3iii'6?id
5Ad1AJ?1lN i0 NOIS!AKt
'00Z -7-, loo
.ir s<
R-2518 A and B and R-2519A, Improvements to US 19, Madison
a nd Yancey Counties
The purpose of this letter is to notify you that the Ecosystem Enhancement
Program (EEP) will provide the compensatory wetland and stream mitigation for the
subject project. Based on the information supplied by you on June 25, 2007, and in a
supplemental request dated October 10, 2007, the impacts are located in the French
Broad River Basin in the Northern Mountains (NM) Eco-Region, and are as follows:
French Broad 06010105 Riparian Wetlands: 0.26 acre
Non-Riparian Wetlands: 0.16 acre
French Broad 06010108 Riparian Wetlands: 0.37 acre
Non-Riparian Wetlands: 0.15 acre
Cold Stream: 1,867 feet
This mitigation acceptance letter replaces the mitigation acceptance letter
issued on June 26, 2007. EEP commits to implementing sufficient compensatory
wetland and stream mitigation to offset the impacts associated with this project by the
end of the MOA Year in which this project is permitted, in accordance with Section X of
the Amendment No. 2 to the Memorandum of Agreement between the North Carolina
Department of Environment and Natural Resources, the North Carolina Department of
Transportation, and the U. S. Army Corps of Engineers, fully executed on March 8, 2007.
If the above referenced impact amounts are revised, then this mitigation acceptance letter
will no longer be valid and a new mitigation acceptance letter will be required from EEP.
NZA
IZP.StOVGGLG?... FKkA4cotg... Prot" UGLY S>`R tE HCDE R
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1651 / 919-715-0476 / www.nceep.net

® North Carolina Wildlife Resources Commission
Richard B. Hamilton, Executive Director
TO: Jeff Hemphill, Natural Environment Unit
N. C. Department of Transportation
FROM: Marla Chambers, Western NCDOT Permit Coordinator 7)?Iaj0''
Habitat Conservation Program, NCWRC
DATE: July 19, 2007
SUBJECT: Moratoria for the US 19E widening project from I-26 in Madison County to the
existing multilane section west of Spruce Pine in Mitchell County. TIP Nos. R-
2518, R-2519A, and R-2519B.
As requested, this is to provide a list of moratoria recommended for the portion of the US 19 E
widening project from Madison County to Mitchell County, specifically TIP Nos. R-2518, R-
2519A, and R-2519B. These recommendations were originally made in our comment letters and
communications at earlier stages of the project planning process for specific segments of the
project. Recent fish sampling by NCDOT (May 2006 and May 2007) and NCWRC (August
2006) has provided information that allows the appropriate moratoria to be determined for
specific bodies of water. They are provided below for your convenience.
Our comments dated May 23, 2003 and November 21, 2005 for R-2519B and February 24, 2005
for R-2518 and R-2519A, as well as email comments dated February 6, 2007, which referred to
all three project segments, provided moratoria recommendations. A clarification should be noted
regarding the two comment letters for R-251913; Big Crabtree Creek was erroneously referred to
as Cranberry Creek in both letters. This correction was also announced at a recent Concurrence
meeting (April 17, 2007).
On the western end, we are not requesting a moratorium for Middle Fork Creek or its unnamed
tributaries. An in-water work moratorium from April 1 to June 30 will apply to Cane River and
South Toe River to protect federal and state listed species, including the federally Endangered
Appalachian elktoe (Alasmidonta raveneliana). Smallmouth bass, an important game fish, will
also receive some reproduction protection with this moratorium.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] • Fax: [phone]
R-2518, R-2519 A & B, US 19 E moratoria 2 July 19, 2007
Madison, Yancey, and Mitchell Counties
The remaining perennial streams within the project will need to adhere to a trout moratorium
prohibiting in-stream work and land disturbance within the 25-foot trout buffer from October 15
to April 15 for streams containing brook or brown trout or from January 1 to April 15 for streams
in which the only trout species occurring is rainbow trout. Current data lead us to recommend
the October 15 to April 15 trout moratorium for Big Crabtree Creek and the January 1 to April
15 trout moratorium for California Creek, Bald Creek, Little Crabtree Creek, Prices Creek,
Brushy Creek, and Long Branch. Unnamed tributaries should use the moratorium appropriate
for the named stream they flow to, unless survey data indicate otherwise.
To summarize, we recommend the following work moratoria for waters within the R-2518, R-
2519A, and R-2519B projects:
April 1 to June 30 in-water work moratorium: Cane River and South Toe River
October 15 to April 15 trout moratorium: Big Crabtree Creek
January 1 to April 15 trout moratorium: California Creek, Bald Creek, Little Crabtree
Creek, Prices Creek, Brushy Creek, and Long Branch
We hope this information clarifies the moratoria needed for the subject project segments. These
recommendations are subject to change if new information is presented. If you have any
questions, please contact me at [phone].
cc: David Baker, USACE
Brian Wrenn, NCDWQ
Marella Buncick, USFWS
Christopher Militscher, USEPA
R-2519A Final Permit Drawings updates from preliminary drawings
General updates:
Wetland impacts and surface water impacts rounded to the nearest 0.01 ac on summary
sheet.
Permanent stream impacts due to Bank Stabilization have been quantified for each site
where appropriate.
Site 1
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Total stream
impacts are the same.
Site 2
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Total stream
impacts are the same.
Site 3
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Total stream
impacts are the same.
Site 4
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Total stream
impacts are the same.
Site 5
Reduced stream realignment which reduced permanent stream impacts by 11 ft.
Corrected profile view to show correct pipe invert.
Site 6
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Total stream
impacts are the same.
Showed correct pipe size 1400mm (54")
Site 7
Same
Site 8
Impacts the same, added profile view of pipe.

Site 9
{ The existing driveway at this site has been widened by the property owner since
preliminary drawings were done. The plans have been update to show this and the
impacts have been recalculated. Permanent stream impacts due to Bank Stabilization
have been quantified on the summary sheet. Showed bank stabilization detail on the
permit drawing. Permanent stream impacts reduced by 3ft and temp impacts increased by
6ft. Updated profile view.
Site 9a .
Showed bank stabilization detail on the permit drawing.
Site 10
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Total stream
impacts are the same.
Site 11
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Total stream
impacts are the same. Showed correct pipe size (1400mm) for extension on profile view.
Site 12
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Total stream
impacts are the same.
Site 13
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Total stream
impacts are the same.
Site 14
Showed all the impacts as permanent stream impacts due to bank stabilization. (some
were previously shown as temporary) Showed bank stabilization detail on the permit
drawing. The new culverts are in the same location and the same length as the existing
culverts. Total stream impacts (permanent and temp) decreased by 12 ft.
Site 15
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Some impacts
that were previously shown as temporary impacts were shown as permanent stream
impacts due to bank stabilization. Showed more temporary impacts to account for
construction of retaining wall on -yl8- downstream of culvert. Total stream impacts
increased by 22 ft.
Site 16
Same except temporary impacts increased by 5ft. (these were previously included in the
site 14 temporary impacts).
Site 17
Rip rap at pipe outlet in wetlands shown as permanent fill in wetlands. Impacts round off
to be the same number.
Site 18
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Total stream
impacts are the same.
Site 19
Showed mechanized clearing impacts to wetlands due to construction of retaining wall.
Increased mechanized clearing impacts by 0.01 acres.
Site 20
Same
Site 21
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Total stream
impacts are the same.
Site 22
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Total stream
impacts are the same.
Site 23
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Total stream
impacts are the same.
Site 24
Same
Site 25
Same
Site 26
Same
Site 27
Updated profile view to show pipe on correct grade.
40
Site 28
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Total stream
impacts are the same.
Site 29
Same
Site 30
Same
Site 31
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. 4 ft of temp
impacts changed to permanent impacts due to bank stabilization. Total stream impacts are
the same. Corrected profile view to show pipe extension correctly.
Site 32
Same
Site 33
Same
Site 34
Same
Site 35
Permanent stream impacts due to Bank Stabilization have been quantified on the
summary sheet. Showed bank stabilization detail on the permit drawing. Total stream
impacts are the same.
Site 36
Same
Site 37
Same
STORMWATER MANAGEMENT PLAN
R-2519A, State Project: 35609.1.1 Date:4/27/2009
County: Yancey
Hydraulics Project Manager: Andrew Nottingham, PE
ROADWAY DESCRIPTION
The project involves the widening of US 19E from SR 1336 (Jacks Creek Road) to SR
1186 (old US 19) in Yancey County. The proposed typical section is a combination of a
four lane divided shoulder and ditch section with a 20 ft raised median and a four lane
divide curb and gutter section with a 20 ft. raised median. The curb and gutter section is
used through the town of Burnsville.
ENVIRONMENTAL DESCRIPTION
The project is located in the French Broad River Basin. All of the streams on the project
are either in the Cane River Watershed or the South Toe River Watershed. The
endangered Appalachian Elktoe Mussel has been found in the Cane River and the South
Toe River. The entire project eventually drains into occupied critical habitat for the
Appalachian Elktoe within the Cane River or South Toe River. There are 35 stream
impact sites on this project, which are all classified as Class C Tr. There are 14
Reinforced Concrete Box Culverts (RCBC) on this project. The following streams are
crossed with RCBC's: Pine Swamp Branch, McIntosh Branch, Little Crabtree Creek (7
RCBC's), Ray Creek, Allen Branch, Georges Fork, Shoal Creek and Plum Branch.
Approximately 6101 ft. of existing stream will be impacted (of which 573 ft. is temporary
impact). 6 sites will require stream relocations. 4 of the sites are proposed for on site
stream mitigation using natural stream design (1180 feet of stream mitigation proposed).
The 2 other sites will be designed as open channels but will not be used for stream
mitigation due to limited available right of way. 3 wetland sites will be impacted.
Approximately 0.30 acres of wetlands will be impacted due to this project. The stream
and wetland impacts for this project are summarized in the permit drawings.
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
Best Management Practices (BMPs) and measures used on the project are an attempt to
reduce the stormwater impacts to the receiving streams due to erosion and runoff. The
primary BMP on this project is the grass swale. Grass swales were used to reduce
velocities and promote infiltration. Grass swales remove suspended solids, metals, and
nutrients through sedimentation, vegetative filtration, infiltration, and biological uptake.
The use of grassed roadway ditches (which meet grass swale criteria) and shoulders also
aids in pollutant removal through vegetative filtration and infiltration. Approximately
4389m of grass swales were used on this project. Preformed scour holes and energy
dissipators were used to attenuate and disperse flow. Preformed scour holes promote
runoff infiltration and reduce downgrade erosion. 20 Preformed scour holes were used
on this project. Rip rapped ditches and riprap along stream banks were used where
warranted to control erosion. Where possible, piped drainage systems were designed to
outlet away from surface waters to allow time for infiltration in ditches or natural areas.
10
Ditches were ended in flat floodplain areas where possible to allow dispersal and
infiltration. One dry detention area was used. A dry detention basin is a stormwater
runoff quantity control BMP that attenuates stormwater flows, promotes settlement of
suspended solids and reduces erosive velocities downstream of the outlet structure. The
dry detention basin is a permanent BMP device that will be maintained under the
departments Inspection and maintenance program. The inverts of all new culverts on
jurisdictional streams or wetlands will be buried 20% of the pipe diameter up to 1 ft.
deep. Culverts were designed to protect stream stability and provide fish passage where
possible. Low flow sills with low flow channels were used on new culverts or to retrofit
existing culvert extensions where enough hydraulic conveyance exists.
Stream Relocations
Station 257+66 to station 258+65 -L- left side. 321 feet of stream relocation
proposed. Natural stream design not used due to limited available right of way.
• Station 314+05 to 315+67 -L- left side. 580 feet of natural stream design proposed.
• Station 10+27 to station 10+98 -Y30- right side. 233 feet of natural stream design
proposed.
• Station 9+88 to station 10+40 -Y33- right side. 210 feet of natural stream design
proposed.
• Station 9+85 to station 10+34 -Y32- right side. 157 feet of natural stream design
proposed.
• Station 333+15 to station 333+59 -L- left side. 144 feet of stream. relocation,
proposed. Natural stream design not used due to limited available right of way.
Culverts
Station 230+60 -L- rt. Remove existing 1200mm CMP and replace with a 2.23m x
1.6m CS pipe arch with 0.15m high baffles space at 5m intervals. Bury culvert 0.3m
and use riprap channel bank protection at outlet.
Station 256+20 -L- rt. Remove existing 1500mm CMP and 900mm CMP and
replace with 2.41m x 170m CS pipe arch. Bury culvert 0.3m and use riprap channel
bank protection at outlet.
Station 257+31.9 -L- Pine Swamp Branch and McIntosh Branch. Extend existing 2
@ 1.83m x 1.83m RCBC with 2 @ 1.83m x 2.74m RCBC with sills at outlet. Extend
at inlet with 1 @ 1.83m x 2.13m RCBC and transition to an 2.44m x 2.13m RCBC
with sills on McIntosh Branch. Extend at inlet with 1.83m x 2.13m RCBC and
transition to a 2.13m x 2.13m RCBC with sills on Pine Swamp Branch. Use riprap
channel bank protection at outlet.
Station 11+28.9 -Y17- Little Crabtree Creek. Remove existing 2 @ 2.13m x 1.83m
RCBC that is perched and replace with 2 @ 3.Om x 2.4m RCBC with sills and low
flow channel. Construct low flow floodplain bench at inlet and outlet of culvert.
Station 279+93 -L- Unnamed Tributary to Little Crabtree Creek. Retain and extend
existing 2.13m x 1.52m RCBC up and downstream. Connect to new 1950 mm RCP
at inlet end with Junction Box. Use riprap channel bank protection at outlet
IF#
• Station 284+22.78 -L-, 23.5m Lt. Little Crabtree Creek. Remove existing 2 @
3.600m X 2.311m pipe arch and replace with 2 @ 3.35m x 2.74m RCBC. Culvert
buried 1 foot and low flow diversion (rock sill) used upstream of culvert entrance.
Use riprap channel bank protection at outlet
• Station 284+52.46 -L-, 23.0m Lt. Little Crabtree Creek. Remove existing 2 @
3.600m X 2.311m pipe arch and replace with 2 @ 3.35m x 2.74m RCBC. Culvert
buried 1 foot and low flow diversion (rock sill) used upstream of culvert entrance.
Use riprap channel bank protection at outlet.
• Station 285+04.66 -L- Little Crabtree Creek. Remove existing 2 @ 2.4m x 2.1m
RCBC and replace with 2 @ 3.6m x 2.4m RCBC. Culvert buried 1 foot and low flow
diversion (rock sill) used upstream of culvert entrance. Use riprap channel bank
protection at outlet and low flow floodplain bench at inlet and outlet of culvert.
• Station 289+81 -L- Ray Creek. Retain and extend existing 1.83m x 1.83m RCBC up
and downstream. Construct floodplain bench at outlet end of culvert and use riprap
channel bank protection at outlet.
• Station 300+91.7 -L- Little Crabtree Creek. Retain and extend existing 3.05m x
2.74m RCBC up and downstream. Low flow diversion (rock sill) used upstream of
culvert entrance. Construct floodplain bench at outlet end of culvert and use riprap
channel bank protection at outlet.
• Station 301+39.6 -L- Allen Branch. Remove and replace existing 2 @ 1500mm
cmp's with 2 @ 1.8m x 1.8m RCBC with sills and low flow channel. Construct
floodplain bench at outlet end of culvert and use riprap channel bank protection at
outlet.
• Station 312+53.5 -L- George's Fork. Retain and extend existing bottomless 2 @
2.13m x 1.83m RCBC up and downstream.
• Station 316+61.4 -L- Little Crabtree Creek. Retain and extend existing 3 @ 3.05m x
2.44m RCBC up and downstream and add additional 3.05m x 2.44m RCBC. Low
flow diversion (rock sills) used upstream of culvert entrance. Construct floodplain
bench at outlet and inlet of culvert and use riprap channel bank protection at outlet
and inlet.
• Station 318+15.7 -L- Shoal Creek. Retain and extend existing y-@ 2.44m x 2.13m
RCBC upstream. Low flow diversion (rock sill) used upstream of culvert entrance.
• Station 327+86.6 -L- Plum Branch. Retain and extend existing 3.05m x 1.83m
RCBC with 3.6m x 2.1 m RCBC with low flow sills on inlet end and add low flow
sills to existing culvert. Use rock cross vanes at outlet backfilled with native stone to
bring stream grade up to culvert outlet elevation.
• Station 10+51.5 -Y34- Little Crabtree Creek. Retain and extend existing 3.35m x
3.05m RCBC up and downstream. Low flow diversion (rock sill) used upstream of
culvert entrance. Use riprap channel bank protection at outlet and inlet.
BMP's
The following is a description of the stormwater outfalls for the project with BMP's
noted where used. The distance of the stormwater outfall to the Cane or South Toe River
is also noted.
T ?.
Plan sheet 4
• Station 226+40 -L- It. 140m Grass swale roadway ditch drains to 30-inch crosspipe at
station 226+20 -L- then +/- l Om to UT to Cane River, then +/-230m to Cane River.
Distance to Cane River +/-240m.
Plan sheet 5
Station 227+53 -L- rt. Drainage system outlets into a Preformed scour hole (+/-23 m
to UT to Cane River, then +/-376m to Cane River).
Distance to Cane River +/-399m.
Station 228 + 50 -L- Rt. UT to the Cane River existing 1000 cmp. A19 feet high cut
would be required to replace the pipe. The pipe is presently on a 10% grade, which is
not practical for fish passage. Since the pipe is in good shape and only a 42 inch,
NCDOT proposes to retain the pipe using a Junction box at the point of extension to
dissipate the energy and extend the pipe on a flatter grade, which will help reduce the
outlet velocities. Distance to Cane River +/444m.
Station 228+80 -L- rt. 180m of grass swale roadway ditch drains to drainage system
that outlets into a grass swale (+/-15m length) and then into a rip rapped lined ditch
(+/-50m length) before entering stream (UT to Cane River) then +/-444m to Cane
River. Distance to Cane River +/-509 m.
Station 229+80 -L- rt. Drainage system outlets into a grass swale (+/-115m length)
and then into a rip rapped lined ditch (+/-50m length) before entering stream (UT to
Cane River) then +/-444m to Cane River.
Distance to Cane River +/-609 m.
Plan sheet 6
• Station 230 + 85 -L- Rt. UT to the Cane River existing 900mm cmp. Retain and
extend existing pipe on outlet end with rip rap stream bank protection at outlet.
Distance to Cane River +/-789m.
• Station 231 + 50 -L- Rt. UT to the Cane River existing 1800mm csp. Retain and
extend existing pipe on outlet end with rip rap stream bank protection at outlet.
Existing stream bed and pipe in good shape. Distance to Cane River +/-819m.
• Station 231+80 -L- rt. Drainage system outlets into a rip rapped lined ditch (+/-50m
length) before entering stream (UT to Cane River) then +/- 819m to Cane River.
Distance to Cane River +/-869 m.
• Station 232 + 89 -L- Rt. UT to the Cane River existing 1500 mm cmp. Retain and
extend existing pipe on inlet end. Distance to Cane River +/-1062m.
• Station 233+45 -L- rt. Drainage system outlets into a grassed lined ditch (+/-42m
length) before entering stream (UT to Cane River) then +/-] 062m to Cane River.
Distance to Cane River +/-1104 m.
• Station 10+35 -Y2- rt. Drainage pipe outlets into a grassed lined ditch (+/-66m
length) before entering stream (UT to Cane River) then +/-1062m to Cane River.
Distance to Cane River +/-1128 m.
Plan sheet 7
• Station 235+00 -L- rt. Drainage system outlets into a Preformed scour hole then +/-
181m before entering stream (UT to Cane River) then +/-1062m to Cane River.
Distance to Cane River +/-1243 m.
• Station 236 + 10 -L- Rt. UT to the Cane River existing 1400 mm csp. Extend existing
1400 mm csp on outlet end. Banks of stream at outlet will be protected with rip rap
and cross vane rock weir will be used at outlet to help stabilize stream bed. Distance
to Cane River +/-1492 m.
• Station 236+00 -L- It. Drainage system outlets into an existing ditch (+/-30m length)
before entering stream (UT to Cane River) then +/-1492m to Cane River.
Distance to Cane River +/-1522 m.
• Station 236+10-L- rt. 310m of grass swale roadway ditches drain to drainage system
that outlets into a rip rapped lined ditch (+/-15m length) before entering stream (UT
to Cane River) then +/-1428m to Cane River. Distance to Cane River +/-1443 m.
• Station 237+00 -L- It. Drainage outlets into small dry detention basin then into
stream (UT to Cane River) then +/-1557m to Cane River. Distance to Cane River
+/-1557 m.
Plan sheet 8
• Station 240+50 -L- It. Drainage system outlets into a grass swale roadway ditch (+/-
55m length) before entering existing drainage system. Then +/-305m to Bailey
Branch then +/-605m to Cane River.
Distance to Cane River +/-965 m.
Plan sheet 9
• Station 241+02 -L- It. Drainage system outlets into a grass swale roadway ditch (+/-
l Om length) before entering existing drainage system. Then +/-305m to Bailey
Branch then +/-605m to Cane River.
Distance to Cane River +/-920 m.
• Station 242+15 -L- rt. Drainage system outlets into a roadway ditch (+/-50m length),
then into a rip rapped lined ditch (22m length) and then through natural draw (+/-20m
length) before entering stream (Bailey Branch) then +/-900m to Cane River.
Distance to Cane River +/-992 m.
• Station 242+69 -L- rt. Drainage system outlets into a rip rapped lined ditch (+/-22m
length) and then through natural draw (+/-20m length) before entering stream (Bailey
Branch) then +/-900m to Cane River.
Distance to Cane River +/-942 m.
• Station 242+92 -L- It. Drainage system outlets into a rip rapped lined ditch (+/-22m
length) and then through existing ditch (+/-30m length) before entering stream
(Bailey Branch) then +/-973m to Cane River.
Distance to Cane River +/-1025 m.
Station 243+30 -L- Bailey Branch. Existing 2100 cmp does not need to be extended
and will be retained. Pipe and stream bed in good shape. Distance to Cane River +/-
973 m.
Plan sheet 10
• Station 244+38 -L- it. Drainage system outlets into a grass swale roadway ditch (+/-
18m length) and then through existing ditch (+/-115m length) before entering stream
(Bailey Branch) then +/-900m to Cane River.
Distance to Cane River +/-1033 m.
• Station 244+70 -L- rt. Drainage system outlets into a grass swale roadway ditch (+/-
50m length) and then through existing ditch (+/-115m length) before entering stream
(Bailey Branch) then +/-900m to Cane River.
Distance to Cane River +/-1065 m.
• Station 245+10 -L- It. Drainage system outlets into a Preformed scour hole then +/-
160m to Bailey Branch, then +/-973m to Cane River.
Distance to Cane River +/-1133 m.
• Station 246+91 -L- rt. Drainage system outlets into a grass swale roadway ditch (+/-
130m length) and then into drainage inlet which outlets into existing pipe then +/-
I I Om to Pine Swamp Branch, then +/-1370m to Cane River.
Distance to Cane River +/-1610 m.
Plan sheet 11
• Station 248+12 -L- It. Drainage system and grass swale roadway ditches (80m)
outlet into existing cross pipe (not a stream) then +/-160m to Pine Swamp Branch,
then +/-1370m to Cane River.
Distance to Cane River +/-1530 m.
• Station 249+14 -L- It. 55m of grass swale roadway ditches outlet into drainage
system and then into existing cross pipe (UT to Pine Swamp Branch). This was done
to dissipate energy in the pipe. Then +/-100m to Pine Swamp Branch, then +/-1430m
to Cane River. Distance to Cane River +/-1530 m.
• Station 249+20 -L- rt. Roadway ditches outlet into drainage system and then into
existing ditch. Then +/-60m to Pine Swamp Branch, then +/-1400m to Cane River.
Distance to Cane River +/-1460 m.
• Station 249+60 -L- It. +/- 115m of grass swale roadway ditches drain into stream (UT
to Pine Swamp Branch). Then +/-100m to Pine Swamp Branch, then +/-1430m to
Cane River.
Distance to Cane River +/-1530 m.
• Station 249 + 65 -L- UT to Pine Swamp Branch existing 1500 cmp. Extend on
upstream end. Distance to Cane River +/-1530 m.
Plan sheet 12 (curb and cutter typical section begins and continues to sheet 26)
• Station 251+97 -L- rt. Drainage system outlets into a Preformed scour hole. Then +/-
80m to Pine Swamp Branch, then +/-1610m to Cane River.
Distance to Cane River +/-1690 m.
• Station 252+96 -L- rt. Drainage system outlets into a grass lined base ditch (120m
length) before entering stream (Pine Swamp Branch) then +/-1760m to Cane River.
Distance to Cane River +/-1760 in.
• Station 253+40 -L- rt. Drainage system outlets into a grass lined base ditch (+/-77m
length) before entering stream (Pine Swamp Branch) then +/-1760m to Cane River.
Distance to Cane River +/-1837 in.
• Station 253+72 -L- rt. Drainage system outlets into a grass lined base ditch (+/-42m
length) before entering stream (Pine Swamp Branch) then +/-1760m to Cane River.
Distance to Cane River +/-1802 m.
Plan sheet 13
• Station 255+40-L- rt. Drainage system outlets into a grass lined ditch (+/-15m
length) before entering stream (Pine Swamp Branch) then +/-1930m to Cane River.
Distance to Cane River +/-1945 m.
• Station 255+80 -L- rt. Drainage system outlets into a grass lined ditch (+/-54m
length) before entering stream (Pine Swamp Branch) then +/-1930m to Cane River.
Distance to Cane River +/-1984 m.
• Station 257+40 -L- rt. Drainage system outlets into an energy dissipator basin at
Pine Swamp Branch, then +/-2140m to Cane River.
Distance to Cane River +/-2140m.
• Station 10+47 -Y10- It. Catch Basin drains into culvert (Pine Swamp Branch) then
+/-2140m to Cane River.
Distance to Cane River +/-2140 m.
Plan sheet 17
• Station 269+93 -L- It. Drainage system outlets into an existing ditch (+/-70m length)
before entering stream (Little Crabtree Creek) then 9205m to South Toe River.
Distance to South Toe River +/-9275 m.
• Station 270+27 -L- rt. Drainage system outlets into an existing drainage system at
Little Crabtree Creek, then +/-9200m to South Toe River.
Distance to South Toe River +/-9200 m.
• Station 271+03 -L- It. Drainage system outlets into a Preformed scour hole, then +/-
6m to Little Crabtree Creek, then +/-9200m to South Toe River.
Distance to South Toe River +/-9206 m.
• Station 270+55 -L- Little Crabtree Creek existing 1350 mm csp. The pipe is perched
3 feet at the outlet. NCDOT will use a Junction box at the outlet to dissipate the
energy and extend a short section of pipe on a flatter grade, which will help reduce
the outlet velocities. Rip rap stream bank protection will be used at outlet. Distance
to South Toe River +/-9200 m.
Plan sheet 18
• Station 272+48 -L- It. and rt. Drainage system outlets into an existing drainage
system at Little Crabtree Creek, then +/-8990m to South Toe River.
Distance to South Toe River +/-8990 m.
Plan sheet 19
• Station 276+45 -L- It. Drainage system outlets into an energy dissipator basin and
then through a grass swale (+/-46m length) before entering stream (Little Crabtree
Creek) then 8590m to South Toe River.
Distance to South Toe River +/-8636 m.
Plan sheet 20
• Station 278+26 -L- It. Drainage system outlets into a Preformed scour hole, then +/-
6m to Little Crabtree Creek, then +/-8415m to,South Toe River.
Distance to South Toe River +/-8421 m.
• Station 279+26 -L- It. Drainage system outlets into box culvert (Little Crabtree
Creek) then +/-8305m to South Toe River.
Distance to South Toe River +/-8305 m.
• Station 11+05 -Y17- rt. Drainage system outlets into grass swale (+/-19m length)
before entering stream (Little Crabtree Creek) then 8305m to South Toe River.
Distance to South Toe River +/-8324 m.
• Station 280+40 -L- It. Drainage system outlets into grass swale (+/-360m from Little
Crabtree Creek), then +/-7775m to South Toe River.
Distance to South Toe River +/-8135 m.
• Station 281+22 -L- It. Drainage system outlets into grass swale (+/-284m from Little
Crabtree Creek), then +/-7775m to South Toe River.
Distance to South Toe River +/-8059m.
Plan sheet 21
• Station 281+61 -L- It. Drainage system outlets into grass swale (+/-250m from Little
Crabtree Creek), then +/-7775m to South Toe River.
Distance to South Toe River +/-8025m.
• Station 282+29-L- It. Drainage system outlets into grass swale (+/-178m from Little
Crabtree Creek), then +/-7775m to South Toe River.
Distance to South Toe River +/-7953m.
• Station 282+63 -L- It. Drainage system outlets into grass swale (+/-145m from Little
Crabtree Creek), then +/-7775m to South Toe River.
Distance to South Toe River +/-7920m.
• Station 283+39 -L- It. Drainage system outlets into grass swale (+/-65m from Little
Crabtree Creek), then +/-7775m to South Toe River.
Distance to South Toe River +/-7840m.
• Station 283+81 -L- It. Drainage system outlets into grass swale (+/-20m from Little
Crabtree Creek), then +/-7775m to South Toe River.
Distance to South Toe River +/-7795m.
• Station 284+96 -L- It. Drainage system outlets into box culvert, then +/-7775m to
South Toe River.
Distance to South Toe River +/-7775m.
Plan sheet 22
• Station 285+04 -L- It. Drainage system outlets into box culvert then +/-7775m to
South Toe River.
Distance to South Toe River +/-7775m.
• Station 285+04 -L- rt. Drainage system outlets into box culvert then +/-7775m to
South Toe River.
Distance to South Toe River +/-7775m.
• Station 11+70 -Y19- rt. Drainage system outlets into stream (Little Crabtree Creek),
then +/-7775m to South Toe River.
Distance to South Toe River +/-7775m.
• Station 285+45 -L- It. Drainage system outlets into grass swale (+/-28m length)
before entering stream (Little Crabtree Creek), then +/-7775m to South Toe River.
Distance to South Toe River +/-7803m.
• Station 10+52 -Y18- It. Drainage system outlets into stream (Little Crabtree Creek),
then +/-7775m to South Toe River.
Distance to South Toe River +/-7770m.
• Station 287+88 -L- rt. Drainage system outlets into a Preformed scour hole +/- 50 m
from Little Crabtree Creek, then +/-7465m to South Toe River.
Distance to South Toe River +/-7515m.
• Station 10+42 -Y20- It. Drainage system outlets into wetland +/- 50 m from Little
Crabtree Creek, then +/-7465m to South Toe River.
Distance to South Toe River +/-7515m.
Plan sheet 23
• Station 288+50 -L- rt. Drainage system outlets into a Preformed scour hole +/- 80 m
from Little Crabtree Creek, then +/-7300m to South Toe River.
Distance to South Toe River +/-7380m.
• Station 289+52 -L- rt. Drainage system outlets into a Preformed scour hole +/- 15 m
from Ray Creek, then +/-7160m to South Toe River.
Distance to South Toe River +/-7175m.
• Station 290+00 -L- rt. Drainage system outlets into a Preformed scour hole +/- 10 m
from Ray Creek, then +/-7160m to South Toe River.
Distance to South Toe River +/-7170m.
Plan sheet 24
• Station 292+97 -L- rt. Drainage system outlets into a Preformed scour hole +/- 40 m
from. Little Crabtree Creek, then +/-6890m to South Toe River.
Distance to South Toe River +/-6930m.
• Station 292+80-L- It. to Station 293+10-L- It. Grass Swale used (30m length).
• Station 293+40 -L- It. and rt. Drainage system outlets into existing drainage system,
then to existing ditch (+/- 60m length) to Little Crabtree Creek, then +/-6860m to
South Toe River.
Distance to South Toe River +/-6920m.
• Station 294+00 -L- It. and rt. Drainage system outlets into existing drainage system
(+/- 60m length) to Little Crabtree Creek, then +/-6830m to South Toe River.
Distance to South Toe River +/-6890m.
Plan sheet 25
• Station 295+22 -L- rt. Drainage system outlets into existing drainage system (+/-
80m length) to Little Crabtree Creek, then +/-6720m to South Toe River.
Distance to South Toe River +/-6800m.
• Station 297+34 -L- It. Drainage system outlets into existing stream (UT to Little
Crabtree Creek), then +/- 90m to Little Crabtree Creek, then +/-6400m to South Toe
River. Distance to South Toe River +/-6490m.
• Station 297+60 -L- UT to Little Crabtree Creek. Remove existing 1400 mm csp and
replace with 1800 mm csp buried 0.3m. Distance to South Toe River +/-6490m.
• Station 298+20 -L- It. Drainage system outlets into existing drainage ditch +/-45m
from stream (Little Crabtree Creek), then +/-6325m to South Toe River.
Distance to South Toe River +/-6370m.
Plan sheet 26(curb and Putter typical section ends on this sheet)
• Station 299+06 -L- rt. Drainage system outlets into a Preformed scour hole (+/- 15m
length) to Little Crabtree Creek, then +/-6300m to South Toe River.
Distance to South Toe River +/-6315m.
• Station 299+85 -L- It. Drainage system outlets into a grass swale roadway ditch (+/-
120m length) before entering box culvert (Little Crabtree Creek), then +/-6150m to
South Toe River.
Distance to South Toe River +/-6270m.
• Station 301+03 -L- A. Drainage system outlets into box culvert (Little Crabtree
Creek, system drains roadway ditch drainage), then +/-6150m to South Toe River.
Distance to South Toe River +/-6150m.
• Station 10+ 10 -Y24A- lt. and station 10+ 40 -Y24A- lt. Drainage systems outlet
into a roadway ditch (+/-45m length) before entering box culvert (Little Crabtree
Creek), then +/-6150m to South Toe River.
Distance to South Toe River +/-6195m.
Station 301+42 -L- rt. Drainage system outlets into box culvert (Allen Branch) +/-
6150m to South Toe River. Drainage system is draining 455 m of grass swale
roadway ditches. Distance to South Toe River +/-6270m.
Plan sheet 27
• Station 304+49 -L- It. 195m of grass swale roadway ditches drain to drainage system
that outlets into existing drainage ditch +/-103m from stream (Little Crabtree Creek),
then +/-5790m to South Toe River. Distance to South Toe River +/-5893m.
Plan sheet 28
• Station 306+08 -L- It. 45m of grass swale roadway ditch drains to drainage system
that outlets into existing drainage outlet +/-113m from stream (Little Crabtree Creek),
then +/-5550m to South Toe River. Distance to South Toe River +/-5663m.
• Station•11+60 -Y- 26 It. Drainage system outlets into proposed 36" pipe carrying
stream (UT to Little Crabtree Creek), then +1-5550m to South Toe River.
Distance to South Toe River +/-5550m.
• Station 307+12 -L- rt. 75m of roadway ditch outlets into proposed 36" pipe carrying
stream (UT to Little Crabtree Creek), then +/-5550m to South Toe River.
Distance to South Toe River +/-5550m.
• Station 307+80 -L- It. 170m of grass Swale roadway ditch drains to drainage system
that outlets into roadway ditch (+/-50m length) then into 36" pipe carrying stream
(UT to Little Crabtree Creek), then +/-5550m to South Toe River.
Distance to South Toe River +/-5600m.
Plan sheet 29
Station 310+38 -L- A. 55m of grass swale roadway ditch drains to drainage system
that outlets onto natural ground and then into man made pond. Then 70m to Georges
Fork, then 600m to Little Crabtree Creek, then 4390m to South Toe River.
Distance to South Toe River +/-5060m.
Plan sheet 30
Station 312+78 -L- It. Drainage system outlets into box culvert (Georges Fork).
Most of this drainage is from roadway ditches. Then 600m to Little Crabtree Creek,
then 4390m to South Toe River.
Distance to South Toe River +/4990m.
Station 313+30 -L- rt. Drainage system outlets into a grassed lined ditch (+/-92m
length) before entering stream (Georges Fork), then 200m to Little Crabtree Creek,
then 4390m to South Toe River.
Distance to South Toe River +/4682m.
• Station 313+42 -L- rt. Drainage system outlets into a grassed lined ditch (+/-82m
length) before entering stream (Georges Fork), then 200m to Little Crabtree Creek,
then 4390m to South Toe River.
Distance to South Toe River +/4672m.
Station 314+10-L- rt. Drainage system outlets into a grassed lined ditch (+/-13m
length) before entering stream (Georges Fork), then 200m to Little Crabtree Creek,
then 4390m to South Toe River.
Distance to South Toe River +/4603m.
Plan sheet 31
• Station 316+60 -L- rt. Drainage system outlets into box culvert (Little Crabtree
Creek), then +/4300m to South Toe River.
Distance to South Toe River +/4300m.
• Station 317+35 -L- 18-inch crosspipe drains off site drainage to Little Crabtree
Creek, then +/4280m to South Toe River.
Distance to South Toe River +/4280m.
• Station 317+78 -L- It. Drainage system outlets into grass swale roadway ditch (+/-
33m length) then into stream (Shoal Creek), then +/4160m to South Toe River.
Distance to South Toe River +/4193m.
• Station 318+08 -L- It. Drainage system outlets into grass swale roadway ditch (+/-5m
length) then into stream (Shoal Creek), then +/-4165m to South Toe River.
Distance to South Toe River +/4165m.
• Station 318+20 -L- It. 145m of grass swale roadway ditch drains to drainage system
that outlets into box culvert (Shoal Creek), then +/-4160m to South Toe River.
Distance to South Toe River +/4160m.
Plan sheet 32
• Station 319+64 -L- rt. Drainage system outlets into outlet ditch (+/-5m length) then
into stream (Little Crabtree Creek), then +/-3960m to South Toe River.
Distance to South Toe River +/-3965m.
• Station 320+07-L- It. Drainage system outlets into 48 inch crosspipe (UT to Little
Crabtree Creek), then +/-3960m to South Toe River.
Distance to South Toe River +/-3960m.
• Station 320+07-L- It. Drainage system outlets into 48 inch crosspipe (UT to Little
Crabtree Creek), then +/-3960m to South Toe River.
Distance to South Toe River +/-3960m.
• Station 322+38 -L- rt. 120m of grass swale roadway ditch drains to drainage system
that outlets into outlet ditch (+/-5m length) then into stream (Little Crabtree- Creek),
then +/-3780m to South Toe River.
Distance to South Toe River +/-3785m.
Plan sheet 33
Station 323+17 -L- rt. 50m of grass swale roadway ditch drains to drainage system
that outlets into a Preformed scour hole +/-20 m from Little Crabtree Creek, then +/-
3700m to South Toe River. Distance to South Toe River +/-3720m.
• Station 323+93 -L- rt. 1 l Om of grass swale roadway ditch drains to drainage system
that outlets into a Preformed scour hole +/-20 m from Little Crabtree Creek, then +/-
3700m to South Toe River. Distance to South Toe River +/-3720m.
• Station 324+50 -L- UT to Little Crabtree Creek. Retain and extend existing 1500
cmp up and downstream and use riprap steam bank protection at outlet.
• Station 324+55 -L- rt. 235m of grass swale roadway ditch enters UT to Little
Crabtree Creek, then +/-3640m to South Toe River.
Distance to South Toe River +/-3640m.
Plan sheet 34
Station 328+07 -L- rt. Drainage system outlets into a Preformed scour hole +/-20 m
from Plum Branch, then +/-120m to Little Crabtree Creek, then +1-3200m to South
Toe River.
Distance to South Toe River +/-3340m.
Station 10+10 -Y32- rt. Drainage system outlets into a riprap pad then into Plum
Branch, then +/-200m to Little Crabtree Creek, then +/-3200m to South Toe River.
Distance to South Toe River +/-3400m.
Station 329+08 -L- rt. 60m of grass swale roadway ditch drains to drainage system
that outlets into outlet ditch (+/-75m length) then into to Little Crabtree Creek, then
+/-3100m to South Toe River. Distance to South Toe River +/-3400m.
Plan sheet 35
• Station 330+96 -L- rt. 130m of grass swale roadway ditch drains to drainage system
that outlets into outlet ditch (+/-28m length) then into Little Crabtree Creek, then +/-
2910m to South Toe River. Distance to South Toe River +/-
2938m.
• Station 331+00 -L- it. Drainage system outlets into Preformed scour hole +/-28m
from Little Crabtree Creek, then +/-2910m to South Toe River.
Distance to South Toe River +/-2938m.
• Station 332+05 -L- rt. +/- 85m of grass swale roadway drainage ditch drainage
system outlets into outlet ditch (+/-15m length) then into Little Crabtree Creek, then
+/-2810m to South Toe River. Distance to South Toe River +/-2825m.
Plan sheet 36
Station 333+06 -L- rt. Drainage system outlets into a Preformed scour hole +/-20m
from Little Crabtree Creek, then +/-271 Om to South Toe River.
Distance to South Toe River +/-2730m.
Station 333+00 -L- It. +/-90m of grass swale outlets into UT to Little Crabtree Creek,
then +/-271 Om to South Toe River.
Distance to South Toe River +/-2710m.
Station 333+15 -L- UT to Little Crabtree Creek. Retain and extend existing 1200 mm
csp up and downstream and bury inverts. Distance to South Toe River +/-2710m
• Station 333+80 -L- rt. Drainage system outlets into outlet ditch (+/-92m length) then
into Little Crabtree Creek, then +/-2580m to South Toe River.
Distance to South Toe River +/-2672m.
• Station 334+42 -L- rt. Drainage system outlets into outlet ditch (+/-33m length) then
into Little Crabtree Creek, then +/-2580m to South Toe River.
Distance to South Toe River +/-2613m.
Plan sheet 37
• Station 337+22 -L- It. +/- 325m Of roadway grass swale and storm drain system
outlets into 54 inch crosspipe (UT to Little Crabtree Creek), then +/-2290m to South
Toe River. Distance to South Toe River +/-2290m.
• Station 337+25-L- UT to Little Crabtree Creek. Extend existing 1350mm csp on
upstream end. Pipe in good shape. Outlet buried and stable. Distance to South Toe
River +/-2290m.
• Station 338+49 -L- rt. 105m of grass swale roadway ditch drains to drainage system
that outlets into a Preformed scour hole +/-5m from Little Crabtree Creek, then +/-
2170m to South Toe River. Distance to South Toe River +/-2170m.
Plan sheet 38
• Station 339+97 -L- rt. Drainage system outlets into outlet ditch (+/-Sm length) then
into Little Crabtree Creek, then +/-2010m to South Toe River.
Distance to South Toe River +/-2015m.
• Station 340+5-L- UT to Little Crabtree.Creek. Retain and extend existing 1500 mm
csp upstream. Pipe in good shape. Outlet end buried. Distance to South Toe River
+/-1960m.
• Station 340+52-L- it. 145m of grass swale roadway ditch drains to drainage system
that outlets into 60 inch crosspipe (UT to Little Crabtree Creek), then +/-1960m to
South Toe River. Distance to South Toe River +/-1960m.
• Station 340+80 -L- rt. Drainage system outlets to Little Crabtree Creek, then +/-
1920m to South Toe River.
Distance to South Toe River +/-1920m.
• Station 341+36-L- It. Drainage system outlets into 24 inch crosspipe then into Little
Crabtree Creek then +/-1870m to South Toe River. This drainage is from roadway
ditches.
Distance to South Toe River +/-1870m.
• Station 342+40 -L- rt. Drainage system outlets into a Preformed scour hole +/-3m
from Little Crabtree Creek, then +/-1770m to South Toe River.
Distance to South Toe River +/-1773m.
Plan sheet 39
Station 10+83 -Y-36- rt. Drainage system outlets into a Preformed scour hole +/-
100m from Little Crabtree Creek, then +/-1585m to South Toe River.
Distance to South Toe River +/-1685m.
I
Station 11+30 -Y-36- rt. Drainage system outlets into outlet ditch (+/-90m length)
then into Little Crabtree Creek, then +/-1525m to South Toe River.
Distance to South Toe River +/-1615m.
Plan sheet 42
• Station 11+07 -Y21- rt. Drainage system outlets into outlet ditch (+/-5m length) then
into Ray Creek, then +/-160m to Little Crabtree Creek, then +/-7160m to South Toe
River. Distance to South Toe River +/-7325m.
Final Minutes for Permit Drawing Review Meeting
R-2519A
State Project 35609
US 19 FROM EAST OF SR 1336 (JACKS CREEK ROAD) TO SR 1186
(OLD US 19), YANCEY COUNTY, DIVISION 13
A Permit Drawing Review Meeting was held on Wednesday, March 21,
2007 in the Hydraulics conference room at the NCDOT Century Center
Complex, Raleigh.
Team Members: Andrew Nottingham-NCDOT Hydraulics (Present)
David Baker-USACE (Present)
John Hennessy for Brian Wrenn- NCDWQ (Present)
Marla Chambers-NC WRC (Present)
Marella Buncick-USFWS (Present)
Chris Militscher-EPA (Absent)
Kathy Matthews-EPA (Present)
Harold Draper-TVA (Absent)
Ricky Tipton- NCDOT Division 13 (Present)
Brenda Moore- NCDOT Roadway Design (Present)
Carla Dagnino- NCDOT NEU (Present)
Neb Bullock-NCDOT Structure Design (Present)
Mark Staley for David Hams- NCDOT REU (Present)
Donnie Brew-FHWA (Present)
Steve Brown for Linwood Stone-NCDOT PDEA (Present)
Participants: Karen Gulledge-NCDOT Hydraulics
Rekha Patel-NCDOT Roadway Design
Jeff Hemphill- NCDOT NEU
Randy Griffin- NCDOT NEU
Jamie Lancaster- NCDOT NEU
Marissa Rodman- NCDOT NEU
Jeff Walston- NCDOT REU
Heather Renninger- NCDOT NEU
The meeting began at 1:05 p.m. with introductions and NCDOT Hydraulics giving a brief
description of the project. Prior to reviewing the permit drawings the following
comments were provided:
NCWRC noted that there were no bridges on this project and that they have concerns
about large mammal crossings (especially bears) for this project. It was noted that bears
do not like to use culverts and that bridges and overpasses work best. They noted a recent
incident on the new I-26 project (which is in close proximity to this project) that resulted
in a bear mortality.
USACE asked if the R2518A, R2518B and R2519A projects would be constructed
separately. It was noted that they have separate let dates but that they would all be
permitted under one permit.
The Stormwater Management Plan was presented. Hydraulics noted that the stream
impact number listed in the environmental description section of the Stormwater
Management Plan should be changed from 5137ft to 6037 ft.
The team then proceeded to review the permit drawings. Copies of the "Final Minutes for
Hydraulic Design Review Meeting With Actions Taken Since the Meeting" were also
referenced as the permit drawings were reviewed.
Site 1: No changes recommended.
Site 2: Alternating baffles will be provided in the new pipe arch to provide a low flow
channel through the culvert.
Site 3: No changes recommended.
Site 4: Permanent stream impacts will be extended to the end of the riprap at the outlet of
the 1800mm pipe and temporary stream impacts will be shown beyond that point.
Site 5: No changes recommended.
Site 6: No changes recommended. It was noted that a stormwater retention basin is
located right of -Y3- station 11+45 +/- north east of this site on the same page.
Site 7: No changes recommended.
Site 8: No changes recommended.
A new site will be added to show impacts where riprap is proposed where new ditch
enters stream right of-L- station 255+40. This will be called Site 9a.
Site 9: No changes recommended.
Site 10: No changes recommended. Energy dissipator basin will be used as shown. No
other treatment options were determined to be feasible at this location. Energy dissipator
basin will help reduce velocities and sediment erosion.
Site 11: No changes recommended.
Site 12: No changes recommended. EPA had previously questioned in the Hydraulic
Design review meeting if NCDOT had a policy on utilities in culverts. Hydraulics noted
that per discussions with the NCDOT Utilities section that the utility owner must get an
encroachment agreement with NCDOT. NCDOT will make a decision as to whether or
not to allow it depending on the situation and factors involved (type of material used,
how it will be connected, impedance on hydraulic flow etc.).
Site 13: No changes recommended. NCWRC asked if a new culvert could be used at this
location to facilitate fish passage. After discussion it was determined that the grade and
length of structure that would be required at this location would not make it practicable.
Site 14: Temporary stream impact will be changed to permanent stream impact where
riprap is place below normal water level. It was noted that the existing riprap had
naturalized at this location over time.
Site 15: No changes recommended.
Site 16: No changes recommended.
Site 17: NCDOT will investigate the wetland boundary and see if the drainage can be
discharged outside of wetland. If it can not they will ensure that it will discharge into
wetland at non-erosive velocities. After review it was determined to leave the pipe as
shown . The 10 year outlet velocity is non-erosive (V10=0.57ft/sec) and is shown on
the permit drawing.
Site 18: No changes recommended.
Site 19: No changes recommended.
Site 20: No changes recommended.
Site 21: No changes recommended.
Site 22: No changes recommended.
Site 23: No changes recommended.
Site 24: No changes recommended.
Site 25P: No changes recommended.
Site 25: No changes recommended.
Site 26: EPA had concerns that some of the variables in the morphological table were
differing and wanted to make sure the stream was stable. NCDWQ also expressed some
concerns about some of the numbers. NCDWQ noted that other reference reaches should
be investigated to insure that the design is consistent. They noted that a sediment
transport analysis should be included with the natural stream design information.
NCDOT noted that there were other reference reaches available for the area that had been
used for the R-2518 projects that could be compared and that a sediment transport
analysis could be included. NCDWQ questioned the use of coir fiber matting in the active
channel. NCDOT noted that the coir fiber matting detail shows it placed above the
normal water surface but within the bankfull channel and that this has been working well.
NCDOT will adjust the coir fiber matting location on the stream relocation detail to be
more consistent with the coir fiber matting detail. USACE expressed concern about the
logistics of using the bed material excavated from the existing channel in the new
channel. NCDWQ noted that it was typically not necessary to do this, as the existing
material where the new channel is located is generally consistent with the existing
channel material. NCDOT will investigate and determine the appropriate course of
action.
Site 27: No changes recommended.
Site 28: No changes recommended. NCWRC,expressed concerns about having the low
flow going through more than one barrel. NCDOT noted that it is presently going
through two barrels and the normal low flow channel is wider than one barrel.
Site 29: NCDWQ had same comments for the stream relocation about reference reaches
and sediment transport as noted at site 26.
Site 30: No changes recommended.
Site 31: No changes recommended.
Site 32 and Site 33: NCDWQ had same comments for the stream relocations about
reference reaches and sediment transport as noted at site 26: It was noted that quarried
stone from the area would be used for the rock cross vanes backfilled with native stone at
the downstream end of the culvert on Plum Branch at Site 33.
Site 34: No changes recommended.
Site 35: No changes recommended.
Site 36: No changes recommended.
Site37: NCWRC asked if lowering the stream grade at the inlet end could reduce the
grade on the 1500mm csp extension. NCDOT will investigate if this could be done. It
was determined that deepening the stream at the inlet will create too steep of a
grade for the stream coming into the pipe and it was decided to leave the pipe grade
as designed.
In closing, NCDOT noted that they plan to use extra mitigation credits from project R-
2518A&B for R-2519A and there were no objections from the agencies.
Final Minutes for Hydraulic Design Review Meeting With
Actions Taken Since the Meeting
R-2519A
State Project 35609
US 19 FROM EAST OF SR 1336 (JACKS CREEK ROAD) TO SR 1186
(OLD US 19), YANCEY COUNTY, DIVISION 13
A Hydraulic Design Review Meeting was held on Wednesday, January
21, 2004 in the Location and Surveys conference room at the NCDOT
Century Center Complex, Raleigh.
Team Members: Andrew Nottingham-NCDOT Hydraulics (Present)
Steve Lund-USACE (Present)
Cynthia Van Der Wiele- NCDWQ (Present)
Marla Chambers-NCWRC (Present)
Marella Buncick-USFWS (Absent)
Chris Militscher-EPA (Present)
Brenda Moore- NCDOT Roadway Design (Present)
Lindsey Riddick-PDEA (Absent)
Harold Draper- TVA (Present)
Participants: Marc Shown-NCDOT Hydraulics
Rekha Patel-NCDOT Roadway Design
Linwood Stone-PDEA
Bryan Kluchar-PDEA
Note: Actions taken since 4B meeting are shown in bold.
The meeting began at 9:00 a.m. with introductions and NCDOT Hydraulics giving a brief
description of the project. The following items were discussed:
Sheet No. 5
228 + 20 -L- Rt. Tributary to the Cane River. The possibility for reestablishing fish
passage through the existing 1000 (42 inch) cmp needs to be evaluated as the outlet
end is perched approximately 4 feet above the outlet. If DOT replaces the pipe
mitigation credit may be received. DOT will investigate alternatives.
A 19 feet high cut would be required to replace the pipe. The pipe is presently on a
10% grade, which is not practical for fish passage. Since the pipe is in good shape
and only a 42 inch, NCDOT proposes to retain the pipe using a Junction box at the
point of extension to dissipate the energy and extend the pipe on a flatter grade,
which will help reduce the outlet velocities.
230 + 60 -L- Rt. Tributary to the Cane River. Proposed steel pipe arch under
driveway. DWQ asked about the possibility of having a bottomless structure at this
location. DOT will investigate the use of a bottomless structure or using baffles in
the proposed pipe arch.
A bottomless structure is not feasible at this site due to the lack of bedrock near the
stream surface. NCDOT will bury the pipe arch and add baffles to the invert.
Sheet No. 6
231 + 30 -L- Rt. Tributary to the Cane River. DOT will investigate the use of a cross
vane rock weir to dissipate energy at the outlet of the 1800 (72 inch) csp. Roadway
drainage in this area may be able to be discharged on the north side of the roadway in
order to increase the potential for treatment before it enters the stream.
Roadway drainage has been piped to grass swale right of station 229+80 -L-. Cross
vane not used due to turn in stream just downstream of outlet. Banks of stream at
outlet will be protected with rip rap. The bed at the outlet of this pipe is presently
not eroded.
• 232 + 89 -L- Rt. Tributary to the Cane River. The inlet of the extended 1500 (60
inch) csp needs to be buried below the streambed. Roadway drainage in this area will
be piped farther away from stream before being discharged.
The roadway drainage has been piped to a grass lined ditch right of station 233+45 -
L-. The inlet of the 60 inch pipe will be buried below the streambed.
Sheet No. 7
• 236 + 00 -L- Rt. Tributary to the Cane River. Place a cross vane rock weir at the
outlet of the 1400 (54 inch) csp.
Banks of stream at outlet will be protected with rip rap and cross vane rock weir
will be used at outlet.
• 237 + 00 -L- Lt. The potential for stormwater treatment/detention in the available
right of way should be evaluated.
Stormwater detention basin added in available right of way left of station 237+00 -
L-.
Sheet No. 9
• Evaluate the need for a preformed scour hole or energy dissipater at the outlets of the
rock lined draws at Sta. 242 + 65 -L- Rt. and Sta. 243 + 20 -L- Lt.
No energy dissipator needed. Existing outlets stable.
243+30 -L- Bailey Branch. Existing 2100 (84 inch) cmp does not need to be
extended and will be retained. WRC inquired if existing pipes could be retrofitted
with baffles. DOT will investigate.
Existing pipe already has bed material in it, no need to retrofit.
Sheet No. 11
249 + 50 -L- Lt. Tributary to Pine Swamp Branch. There may be a need to outlet the
roadway drainage in this area into the 1500 (60 inch) pipe extension with a junction
box to aid with energy dissipation.
Roadway drainage outleted into the 1500 (60 inch) pipe extension with a junction
box to aid with energy dissipation.
Sheet No. 12
• 253 + 00 -L- to 253+70 -L- Rt. DOT will investigate the opportunity for additional
stormwater treatment in this area.
Grass lined ditch added to aid in treatment.
Sheet No. 13
• 256 + 20 -L- Rt. WRC stated that if the proposed pipe arch under the drive at this
site was relatively short and on a flat slope burying the pipe would be sufficient and
no baffles would be needed.
257 + 40 -L- Rt. Some type of energy dissipater should be used at the outlet of the
1800 rcp under -Y10-: DOT -suggested the use of cross vane rock weirs. DOT will
also investigate the use of a natural rock energy dissipater pool also.
Rock energy dissipator pool added.
257+30 -L-. Pine Swamp Branch. Existing double barrel culvert will be extended up
and down stream. Up stream the culvert will be extended in two directions. One
barrel will extend up along -Y10- to about Sta. 10+00 -Y10- and one barrel will
extend underneath -Y10- at Sta. 10+55 and then parallel the -L- line from Y10- to
+/- Sta. 258+60 -L-.
• 257+00 -L- Rt. Retaining wall will be used to avoid encroachment into Pine Swamp
Branch.
Sheet No. 17
270 + 60 -L- Lt. There may be a need to dissipate the energy of Little Crabtree Creek
at the outlet of the 1350 (54 inch) esp. DOT will investigate the use of a cross vane
rock weir.
The pipe is perched 3 feet at the outlet. NCDOT proposes to use a Junction box at
the outlet to dissipate the energy and extend a short section of pipe on a flatter
grade, which will help reduce the outlet velocities.
270+40 -L- Lt. Retaining wall being used to avoid encroachment on -Y- line and
creek.
Sheet No. 19
• 276 + 40 -L- Lt. DOT will evaluate the need for energy dissipation and stormwater
treatment/detention at the outlet of the proposed 900 (36 inch) rep.
Energy dissipator basin and grass swale used at outlet.
• 278+00 -L- Lt. Retaining wall being used to avoid encroachment on Little Crabtree
Creek.
Sheet No. 20
• 279+00 -L-Lt. Retaining wall being used to avoid encroachment on Little Crabtree
Creek. Retaining wall will be extended to +/- Sta. 278+40 to reduce fill in floodplain.
279 + 60 -L- Lt. Little Crabtree Creek. The culvert will be extended up and down
stream. A retaining wall is being proposed on the right side of the culvert outlet in
order to reduce the encroachment of the roadway fill into the floodplain. A cross
vane rock weir is being proposed at the culvert outlet to help maintain low flow
through the RCBC. Little Crabtree Creek is located in FEMA Flood Zone. A detailed
flood study has been performed and 100 year water surface elevations have been
determined. In lieu of placing sills in culverts along Little Crabtree Creek, NCDOT
will investigate using low flow diversions upstream of the proposed box culvert
extensions in order to maintain low flow through the culverts with out impeding the
culvert performance.
This crossing is located in a regulated FEMA special flood hazard area. After
further design analysis NCDOT determined that additional hydraulic conveyance is
required at this crossing. The existing 2 @ 7'x 6' RCBC will be replaced with a 2 @
10' x 8' RCBC with sills and a low flow channel.
• EPA asked if DOT had a policy on putting utilities in culverts. They were in
agreement that there was a need to put the utilities through the culverts but were also
concerned about the methods being used to install the utilities. DOT Hydraulics
agreed to check with the DOT Utilities section about the policy and concerns.
1-
• 279+90 -L-. Tributary to Little Crabtree Creek. Existing single barrel culvert will be
extended up and down stream.
Sheet No. 22
• 285+00 -L-. Little Crabtree Creek. Existing double barrel culvert will be extended up
and down stream.
This crossing is located in a regulated FEMA special flood hazard area. After
further design analysis NCDOT determined that additional hydraulic conveyance is
required at this crossing. The existing 2 @ 8'x 7' RCBC will be replaced with a 2 @
12' x 8' RCBC buried 1 foot below the stream bed with low flow diversion to divert
the low flow through one of the culvert barrels.
It was also determined that additional hydraulic conveyance is required just
upstream of this crossing under the driveways left of stations 284+23 -L- and
284+52 -L-. The existing 2 @ 12' x 7.6' coruugated steel pipe arches located under
each of these driveways will be replaced with 2 @ 11' x 9' RCBCs at each driveway
crossing. The culverts will be buried 1 foot below the stream bed with a low flow
diversion to divert the low flow through one of the culvert barrels.
The channel banks of Little Crabtree Creek from station 284+00 +/- -L- to station
285+00 +/- -L- will have to be lined with class I rip rap.
285 + 60 -L- Lt. DOT will investigate the potential for stormwater
treatment/detention where -Y19- is being realigned resulting in an area of excess
right of way.
Grass swales used in this area.
• 10 + 40 -Y20- Lt. It was suggested to shift the outlet of the drainage structure at this
site to outside of the wetland boundary. USACOE indicated that the wetland
boundary had been reduced and that the proposed outlet was no longer in the wetland.
Sheet No. 23
• 289+80 -L-. Ray Creek. Existing double barrel culvert will be extended up and down
stream. Pipes up stream will be connected to culvert with a large junction box.
• 290 + 20 -L- Rt. A preformed scour hole will be used at the outlet of the 600 rep in
this area.
Preformed scour hole added.
290 + 20 to 293 + 50 -L- Rt. A retaining wall is being proposed in this area in order
to minimize a lateral roadway encroachment into the floodplain of Little Crabtree
Creek.
Sheet No. 24
The systems being proposed to discharge into the wetland at Sta. 291 + 80 and 292 +
50 -L- Rt. will be connected and piped line ahead and discharged in an area adjacent
to the wetland.
Systems changed is noted above and discharged in to preformed scour hole.
Sheet No. 25
• 297+60 -L-. Sugar Hollow Creek. The existing 1400 (54 inch) cmp and box culvert
will be removed and replaced.
Replaced with a 72 inch rep buried 1 foot below stream bed.
• 298 + 20 -L- Rt. Add a preformed scour hole at the outlet of the 600 rep.
Ground is not flat in this area, outlet is an existing ditch. Standard rip rap outlet
protection used.
Sheet No. 26
• 300+40 -L- Rt. Retaining wall being used to avoid encroachment on Little Crabtree
Creek.
• 300 + 90 -L- Little Crabtree Creek. Extend existing box culvert up and downstream.
Make the extensions of the existing box culvert taller in order to accommodate baffles
and fill in with bed material. There may be a need to install a low flow diversion
upstream of the culvert in order to direct low flow through a single barrel.
This crossing is located in a regulated FEMA special flood hazard area. Low flow
diversion added to divert the low flow through one of the culvert barrels. Baffles
not used in extensions since existing culvert is retaining bed material.
• 301 + 40 -L- Allen Branch. Remove existing pipes and replace with new culvert.
The proposed box culvert at this location should have baffles and a sill to provide a
low flow channel.
Culvert designed as noted above.
Sheet No. 27
• 304 + 50-L- Lt. USACOE confirmed that the outfall at this location was not a
jurisdictional stream.
Sheet No. 28
• -Y26-. The relocation of the stream in this location is proposed in order to reduce the
potential for flooding of the downstream property owner.
a
Stream along -Y- 26 will be piped from intersection north along -Y-26 and outleted
into rip rap lined channel approximately 100 feet before entering Little Crabtree
Creek as shown on plans.
Sheet No. 30
• 312+60 -L-. George Fork. The existing bottomless culvert will be extended up and
downstream. If a bottomless structure can not be used for the extensions, baffles and
a low flow sill or diversion will be incorporated into the design.
Culvert design as a bottomless culvert.
313+40 -L- Lt. The need for a preformed scour hole will be investigated at the pipe
outlet on the north side of the roadway adjacent to George Fork.
Drainage outleted to the south side of the road into a grass Swale.
Stream relocation will be required on George Fork from Sta. 314 + 00 to 315 + 80 -
L- Lt.
Stream relocation designed as noted above.
• 314+40 -L-. Tributary to George Fork. Proposed 1500 rcp will be buried one foot.
Sheet No. 31
• 316 + 60 -L- Little Crabtree Creek. Extend existing box culvert up and downstream.
A low flow diversion may be required upstream of this box culvert to keep the low
flow width of stream comparable to that of the upstream section.
This crossing is located in a regulated FEMA special flood hazard area. After
further design analysis NCDOT determined that additional hydraulic conveyance is
required at this crossing. An additional barrel will be added to the existing 3 @ 10'
x 8' RCBC on the east side. Low flow diversions will be used on the outer barrels to
divert the low flow through the inner culvert barrels. Bed material and flow depth is
being maintained in the culvert.
• 317 + 35 -L- Rt. DOT will investigate the need for a preformed scour hole or energy
dissipater at the outlet of the 450 rcp.
Preformed scour hole can not be used due to invert of pipe being below natural
ground. Standard rip rap outlet protection with a tail ditch will be used.
• 318+20 -L-. Shoal Creek. Extend existing box culvert upstream. In lieu of a
retaining wall along -Y30- upstream of the culvert, DOT proposes a stream relocation
due to the retaining wall encroaching on the creek.
Box culvert extended upstream with low flow diversion to divert flow through one
barrel. Stream relocation designed as noted above.
Sheet No. 32
• 320 + 10 -L- energy dissipation needs to be addressed for the 1200 (48 inch) cmp at
this site.
Existing 48 inch pipe in good condition and to be extended up stream. No changes
proposed at outlet.
• 321 + 40 -L- This system needs to be piped upline in order to be discharged further
from Little Crabtree Creek.
System piped to system located at station 322+40 -L-.
• 322 + 40 -L- This system needs to be shifted so as not to discharge into the existing
outfall, but into a preformed scour hole in the floodplain.
Elevation of pipe to low for PSH. Standard rip rap outlet protection will be used.
Sheet no. 33
• The need for preformed scour holes should be investigated for the two systems
discharging into the floodplain south of the roadway.
Preformed scour holes used at the outlet of the two systems noted.
• 324 + 50 -L-. Tributary to Little Crabtree Creek. Extend existing 1500 (60 inch)
cmp up and down stream. The potential replacement of this pipe should be evaluated
as well as the need for some type of energy dissipation.
Pipe in good shape outlet buried. Channel banks at outlet will be lined with rip rap.
Sheet No. 34
• 327 + 90 -L- Plum Branch. Extend existing single barrel culvert up and down
stream. Measures need to be employed at the outlet of this culvert to correct the 0.6m
perch that is present at the existing outlet. DOT will investigate using baffles in this
culvert to create a low flow channel.
A series of cross vane rock wiers backfilled with rip rap used downstream of
culvert to bring stream grade up. Existing culvert retrofitted with 6 inch baffles.
• 10+40 -Y33-. Plum Branch. A new box culvert is proposed on -Y33-. The culvert
will be designed with baffles and a low flow channel. A stream relocation is
proposed up stream of this culvert along -Y32- due to the encroachment of -Y32 into
the existing channel. The stream will also be relocated downstream of this culvert to
tie into the proposed culvert extension at Sta. 327+90 -L-.
Culvert on -Y- 33 designed with low flow channel and baffles. Stream relocation
designed upstream of culvert as noted above. Down stream the culvert will be
connected to the culvert extension at Sta. 327+90 -L- as there was not room for a
stream relocation.
• -Y-33- Tributary to Plum Branch. This stream will likely be relocated along the west
side of -Y33,
Stream relocation designed as shown the plans.
Sheet No. 35
• 331 + 00 -L- Rt. Stormwater treatment needs to be evaluated at the outlet of the 750
rcp.
Roadway ditches will help treat stormwater.
Sheet No. 36
• 333+20 -L-. Tributary to Little Crabtree Creek. Extend existing pipe and culvert up
and down stream. The potential replacement of this pipe should be evaluated as well
as the need for some type of energy dissipation. Relocate stream from Sta. 333+60 -
L- Rt. To Sta. 333+20 -L- Rt.
Pipe in good shape.
• 10+50 -Y34-. Little Crabtree Creek. Extend existing culvert up and down stream. A
low flow diversion may be required upstream of this box culvert to keep the low flow
width of stream comparable to that of the upstream section.
This crossing is located in a regulated FEMA special flood hazard area. Low flow-
diversion added to divert the low flow through two of the culvert barrels. Baffles
not used in extensions since existing culvert is retaining bed material.
Sheet No. 37
• 337+25 -L-. Tributary to Little Crabtree Creek. Extend existing 1350 (54 inch) crap
on the upstream end. The potential replacement of this pipe should be evaluated as
well as the need for some type of energy dissipation.
Pipe in good shape. Outlet buried and stable.
339+40 -L- Rt. Retaining wall being used to avoid encroachment on Little Crabtree
Creek.
Sheet No. 38
340+55 -L-. Tributary to Little Crabtree Creek. Extend existing 1500 (60 inch) crop
on the upstream end. The potential replacement of this pipe should be evaluated as
well as the need for some type of energy dissipation.
Pipe in good shape. Outlet end buried.
341+40 -L-. Rt. Retaining wall is proposed to avoid encroachment on Little Crabtree
Creek.
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