20140090 Ver 7_Modifications_20191022

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
October 21, 2019
Asheville Regulatory Field Office
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
ATTN: Ms. Nicholle Braspennickx, NCDOT Coordinator
JAMES H. TROGmN, III
SECRETARY
Subject: Request for Modification of Section 404 Individual Permit and Section 401 Water
Quality Certification for the U-2579B Section of the Winston-Salem Northern Beltway,
from US 158 to I-40 Business/US 421, Forsyth County, Division 9, WBS 34839.2.10
References: Section 404 Individual Permit — Action ID No. SAW-2009-03183, issued June 17, 2014
and modifications issued July 2, 2014, February 21, 2019, and Section 404 Individual
Renewal/ ATF Permit Modification, October 17, 2019
Section 401 Water Quality Certification — NCDWR Project No. 2014090 issued April 11,
2014 and modifications issued July 18, 2014, December 17, 2018, and Section 401 Water
Quality Certification Renewal/ATF issued October 15, 2019
Dear Madam:
The North Carolina Department of Transportation (NCDOT) requests a Permit Modification for the
Winston -Salem Northern Beltway Eastern Section from US 158 to I-40, B Section of the U-2579 TIP.
This project is currently under construction.
This modification request will include revised impacts to Smith Creek (Sites 28 and 23), new impacts to
UT Smith Creek (site 28A), and new impacts to two ponds (sites 28B and 28C). Smith Creek is a parallel
stream along this section of the Beltway. Due to multiple large storm events, the original proposed
roadway has been destabilized, undermining the fill slopes. To correct this situation, NCDOT had
determined that the only option for Smith Creek is to relocate away from the road fill. A culvert option
was investigated but the length of the culvert will complicate maintenance and inspections (located under
a travel lane), have drainage complications, is cost prohibitive, and overall determined to be structurally
unsound.
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Customer Service: 1-877-368-4968 1000 BIRCH RIDGE DRIVE
ENVIRONMENT ANALYSIS UNIT RALEIGH NC 27610
1598 MAIL SERVICE CENTER Website.• www.ncdot.gov
RALEIGH NC 27699-1598

Impact changes for the Smith Creek Relocation:
Current
Current
Current
New
New Stream
New
New
Permanent
Stream
Stream
Permanent
Bank
Stream
Pond
Stream
Bank
Temporary
Stream
Stabilization
Temporary
De-
(LF)
Stabilization
(LF)
(LF)
(LF)
(LF)
watering
LF
AC
Site
151
36
121
NC
55
30
23
Site
598
194
127
2309
120
0
28
Site
80
28A
Site
1.62
28B
Site
6.20
28C
NC = No Change
Sites 28A, 28B, and 28C are new sites for this modification
The total additional new permanent stream impacts requiring mitigation are as follows:
Site 28 1,711 Linear Feet of Stream Impacts
Site 28A 80 Linear Feet of Stream Impacts
Total new permanent requiring mitigation =1,791 Linear Feet
Bank Stabilization Impact changes are as follows:
Site 23 +19 Linear Feet
Site 28 -74 Linear Feet
Total reduction in Bank Stabilization Impacts = 55 Linear Feet
Temporary impact changes will be as follows:
Site 23 -91 Linear Feet
Site 28 -127 Linear Feet
Total reduction in Temporary Impacts = 218 Linear Feet
There will be new impacts to ponds for this modification. Pond 1 and Pond 2 will be drained to
accommodate the relocation of Smith Creek totaling 7.82 acre of impacts.
The total new permanent stream impacts for this modification are 1,736 Linear feet (1,791 LF — 55 LF).
The modification of this permit for the relocation of Smith Creek, will now bring the total stream impacts
for the U-2579B Section of the W-S Beltway to:
12,480 linear feet of permanent stream impacts
1,570 linear feet of temporary impacts
The mitigation for new impacts will be determined when the final plans for the relocated stream are
complete. This plan will be submitted to the USACE and NCDWR for determination of credits applicable
for the Natural Stream Design (NSD) plans for this stream. Currently the proposed NSD is 2,127 linear
feet for Smith Creek (Site 28) and 344 linear feet for UT Smith Creek (Site 28A). Once the credit for
NSD has been determined, NCDOT will contact DMS for the balance.

Please see the attached revised permit drawings for the relocation of Smith Creek and the corrected permit
impact summary sheet. NCDOT is hereby requesting a Modification for this project. If you have any
questions, please contact Carla Dagnino at cda nig_nokncdot.gov or [phone].
Thank you!
Sincerely,
em Philip S. Harris III, P.E., C.P.M.
Environmental Analysis Unit Head

t li hwa North Carolina Department of Transportation t
Stormwater %7
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN --
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 34839.1.1 TIP No.: U-2579B County(ies): Forsyth County Page 1 of 2
General Project Information
WBS Element:
34839.1.1 ITIP Number: U-2579B Project Type: Roadway Relocation Date: 10/1/2019
NCDOT Contact:
Amy Euliss
Contractor / Desi ner:
Kimle -Horn
Address:
375 Silas Creek Parkway
Address:
421 Fayetteville Street
W iston-Salem
Suite #600
NC 27127-7167
Raleigh, NC, 27601
Phone:
336 747-7802
Phone:
919 677-2178
Email:
aeuliss ncdot. ov
Email:
dan.robinson kimle-horn.com
City/Town:
Winston-Salem
Count ies :
Forsyth
River Basins :
Yadkin -Pee Dee
CAMA County?
I No
Wetlands within Project Limits?
Yes
Project Descri lion
Project Length (lin. miles or feet):
4.06 miles Surrounding Land Use: IRural, Farmland, Suburban Neighborhoods
Proposed Project
Existing Site
Project Built -Upon Area ac.
N/A ac.
N/A ac.
Typical Cross Section Description:
In each direction there will be 3 12-foot lanes plus a 12-foot paved shoulder with a 22-
N/A
foot grassed median.
Annual Avg Daily Traffic (veh/hr/day):
Design/Future: 79880 ADT Year: 2030
Existing: 53560 ADT Year: 2010
General Project Narrative:
9/19/2013 - Orginal Submittal
(Description of Minimization of Water
Winston-Salem Borthern Bellway (Eastern Section) (Future 1-74) from US 158 to 140 Bus US421: Grassed Swales were used throughout the Project to treat the stormwater.
Quality Impacts)
These Grassed Swales have side slopes that are 3:1 or flatter, with many sode slopes being 6:1. have a velocity during the 2-Year Storm or less than 2 feet per second and
have a minimum ditch length equivalent to 100 feet per acre of impervious area. In addition to the Grassed Swales, Preformed Scour Holes and Energy Dissipators are used
at several locations.
10/1/2019 - Revised Submittal
Modifications to U-2579B were performed and submitted January 2019. These changes include:
Stormdrain revisions
Proposed 32' 3 @ 8' x 9' RCBC Downstream Extension (Sta. 45+65 -Y4-)
Proposed 41' 3 @ 8' x 9' RCBC Upstream Extension (Sta. 45+65 -Y4-)
Smith Creek Stream Relocation (Sta. 47+27 to 67+63 -Y4-)
UT to Smith Creek Stream Relocation (Sta. 48+60 -Y4-)
A permit modification was needed for the revisions mentioned above. Included with this revised SMP are updated pipe sizes and flows of two outlets to Preformed Scour Holes
(Sta. 43+00 and 46+00). All other stormwater features (swales, filter strip, energy dissipators, etc.) were not modified by these 2019 revisions and are not included with this
modification. Refer to orginal stormwater management plan for other mitigation efforts.
Waterbody Information
or
Surface Water Body 1 :
Smith Creek
NCDWR Stream Index No.:
12-94-12-2-1
NCDWR Surface Water Classification for Water Body
Primary Classification:
Water Supply III WS-III
Supplemental Classification:
None
Other Stream Classification:
Impairments:
None
Aquatic T&E Species?
No Comments:
NRTR Stream ID:
Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body?
INo
Deck Drains Discharge Over Buffer? INo
Dissi ator Pads Provided in Buffer? INo
Deck Drains Discharge Over Water Body?
INo
(If yes, provide justification in the General Project Narrative)
(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
(If yes, provide justification in the General Project Narrative)

Highway North Carolina Department of Transportation t
Stormwatero
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-2579B County(ies): Forsyth County Page 2 of 2
Preformed Scour Holes and Energy Dissipators
Sheet
No.
Station & Coordinates
(Road and Non Road
Projects)
Surface
Energy Dissipater
Type
Riprap Type
Drainage
Area
(ac)
Conveyance
Structure
Pipe/Structure
Dimensions
(in)
Q10
cfs
V10
(fps)
BMP
Associated w/
Buffer Rules?
25
Sta. 43+00 -Y4-
PSH
Class'B'
0.2
Pipe
18
1.3
9.4
No
26
Sta. 46+00 -Y4-
PSH
Class'B'
0.3
Pipe
18
1.6
4.1
No
Additional Comments
' Refer to the NCDOT Best Management Practices Toolbox (2014), NCDOT Standards, the Federal Highway Administration (FHWA) Hydraulic Engineering Circular No. 14 (HEC-14), Third Edition, Hydraulic Design of Energy
Dissipators for Culverts and Channels (July 2006), as applicable, for design guidance and criteria.

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DENOTES TEMPORARY DENOTES IMPACTS IN DENOTES IMPACTS IN I \ Q PAVED SHOULDER
IMPACTS IN SURFACE WATER SURFACE WATER SURFACE WATER I1 1 1 4 /
(CULVERT IMPACTS( (STREAMBANK STABILIZATION( 1 {/ '� ae1Y♦Po=
PAVEMENT TO BE OBLITERATED
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(FILL IN STREAM) (POND) I 1 FOR-Y4HPA- FROFRE.SEE SHEE 70
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DENOTES IMPACTS IN DENOTES IMPACTS INSURFACE WATER SURFACE I -� \_\v\� 1111� \ \�\\\\\\ \\� = Q PAVED SHOULDER
IMPACTS IN SURFACE WATER R (CULV T IMPACTS) (STREAMBANKSTABILIZATION(\\
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(FILL IN STREAM) (POND)^JJ� FOR -wRPA- PROFILFSEE sHEEr TD
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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size/Type
Permanent
Fill In
Wetlands
(ac)
Temp
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
wetlands
(ac)
Permanent
SW
impacts
(ac)
Temporary
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1
28+00 -Y-
ROAD FILL
0.03
<0.01
0.02
0.02
142
2
16+00 -Y1 RPD-
ROAD FILL - INTERMITTENT
0.01
109
ROAD FILL - PERENNIAL
0.02
208
STREAMBANK STABILIZATION
<0.01
<0.01
10
37
3
21+56-25+22 -Y1-
2 @ 7' x 6' RCBC
0.06
<0.01
438
33
3A
17+36-21+53 -Y1-
DETOUR - ROAD FILL
0.08
545
3B
20+55-21+32 -Y1-
DETOUR - ROAD FILL
0.03
194
4
501+51-503+21 -L-
ROAD FILL
0.03
<0.01
493
18
STREAMBANK STABILIZATION
<0.01
<0.01
9
31
5
503+85-507+80 -L-
ROAD FILL
0.05
<0.01
740
22
5A
507+39-509+64 -L-
ROAD FILL
0.01
306
6
523+00 -L-
ROAD FILL
0.03
<0.01
0.02
<0.01
312
42
7
527+00 -L-
ROAD FILL
0.52
0.01
ROAD FILL - POND
0.59
8
559-75 -L-
2 @ 10' x 6' RCBC
0.06
<0.01
442
53
STREAMBANK STABILIZATION
<0.01
<0.01
58
44
9
560+75 -L-
ROAD FILL
0.03
0.01
10
560+50-568+74 -L-
ROAD FILL
0.01
0.07
<0.01
783
22
10A
566+84-572+75 -L-
ROAD FILL
0.05
684
11
615+00 -L-
3 @ 10' x 9' RCBC
0.43
0.02
808
57
11A
19+76-21+44-Y4RPBD-
CHANNEL CHANGE
0.08
0.01
223
41
12
15+84-18+86-Y4RPBD-
CHANNEL CHANGE
0.01
0.02
88
205
TOTALS:
0.62
0.00
<0.01
0.05
1.53
0.19
5,853
1,344

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
wetlands
(ac)
Permanent
SW
impacts
(ac)
Temporary
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
13
20+00-21+40-Y4RPBD-
ROAD FILL
0.33
14
629+95-635+90 -L-
ROAD FILL
0.04
0.05
688
15
636+32-641+55 -L-
ROAD FILL
0.18
0.04
332
ROAD FILL -POND
2.38
15A
644+00-645+00 -L-
ROAD FILL
<0.01
108
16
643+56-644+61 -L-
ROAD FILL
<0.01
104
ROAD FILL -POND
0.16
17
663+65-667+00 -L-
ROAD FILL
0.09
<0.01
0.06
928
18
667+15 -L-
3 @ 12' x 10' RCBC
0.06
0.02
377
67
STREAMBANK STABILIZATION
0.02
0.01
80
59
19
668+50 -L-
ROAD FILL
0.47
0.01
20
687+80-691+59 -L-
ROAD FILL
0.03
163
ROAD FILL -POND
0.85
450
21
22+50 -Y1-
ROAD FILL
0.02
22
40+50 -Y4-
OUTLET PAD
0.01
23
45*65 V&
CULVERT VCOT EXTENSIGN
0.06
400
-32�
0.02
/�/^�.�cF
G-."
54
OO
23A
44+95-45+18 -Y4-
ROAD FILL
<0.01
57
23B
45+07-46+34 -Y4-
ROAD FILL
0.01
135
24
80+73-81+57-Y4RPBD-
ROAD FILL
0.02
202
24A
80+50-81+51-Y4RPBD-
ROAD FILL
0.06
25
37+31-Y4RPA-
30" RCP
<0.01
73
STREAMBANK STABILIZATION
<0.01
<0.01
21
16
TOTALS:
1 1.20
1
1
1 0.02
1
1 3.67
1 0.03
1 3,268
1 142
450
11/19/2018 Revisions shown in red text.

WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
wetlands
(ac)
Permanent
SW
impacts
(ac)
Temporary
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
26
29+16-31+12-Y4RPC-
ROAD FILL -POND
0.38
27A
104+63 - 107+53 -Y4-
ROAD FILL
0.02
205
27B
107+60 -Y4-
42" WELDED STEEL
0.05
0.01
<0.01
130
14
27C
107+58 - 108+44 -Y4-
30" RCP
<0.01
11166
26
5//- 44- RiSTREAMBANK
STABILIZATION
0-.02
045
36-5
449
56+00
29
145+62 -Y4-
ROAD FILL
<0.01
30
64+34 -Y4-
STREAMBANK STABILIZATION
<0.01
28
31
557+28 -L-
STREAMBANK STABILIZATION
<0.01
21
2018 Permit Modifications
23
44+10 to 47+96 -Y4-
3 @ 8' x 9' RCBC Extension
0.06
151
STREAMBANK STABILIZATION
0.02
0.01
55
30
28
47+96 to 56+85 -Y4-
2 @ 10' x 10' RCBC and
1@10'x8'RCBC
0.51
2309
598
427
2127
STREAMBANK STABILIZATION
0.02
120
28A
48+16 to 48+65 Y4
UT to Smith Creek Relocation
0.01
80
344
28B
48+84 to 53+86 Y4
UT to Smith Creek Relocation
1.62
28C
54+20 to 67+00 Y4
Drain Pond
6.20
2019 Permit Modifications
8A
STREAM RELOCATION
144
40
SUBTOTALS,
THIS PAGE:
0.05
<0.01
8.86
0.01
3,359
84
2471
SUBTOTALS, PAGE 1
0.62
<0.01
0.05
1.53
0.19
5,853
1,344
SUBTOTALS, PAGE 2
1.20
0.02
3.67
0.03
3,268
142
450
TOTALS:
1.87
<0.01
0.08
14.06
0.23
12,480
1,570
2,921
11/19/2018 Revisions shown in red text.
10/10/2019 Revisions shown in green text.
9/18/2019 Revisions shown in blue text
October 1, 2019
Permit Drawing
Sheet 10 of 10