20190593 Ver 2_I-5111-I-4739 IP Modification Request Wake_Johnston August 30, 2019_20190830

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
August 30, 2019
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Attn: Eric Alsmeyer
NCDOT Project Coordinator
JAMEs H. TROGDON, III
SECRETARY
Subject: Revised Section 404 Individual Permit Application, Modification Request for Section 401
Water Quality Certification and Neuse Riparian Buffer Authorization for Interstate 40
Widening and Improvements from I-440/US 64 (Exit 301) to just north of SR 1525 (Cornwallis
Road), including improvements to NC 42 and SR 1010 (Cleveland Road) in Wake and Johnston
Counties, Federal Aid Project No. IMNHF-040-4(139)301; TIP Numbers I-5111 and I-4739,
Division 5; Debit $570 from WBS Element 42346.3.1.
Dear Mr. Alsmeyer:
The North Carolina Department of Transportation (NCDOT), applied for permits for the subject project
on May 7, 2019. The North Carolina Division of Water Resources issued 401 Water Quality Certification
for the project on July 10, 2019 (NCDWR Project No. 20190593).
It has come to our attention that several proposed impact areas were incorrectly reported in the
application. This error occurs at Permit Site 51, shown on Permit Drawing sheets 101 & 102 in the
southeast quadrant of the Cleveland Road interchange on the I-4739 project. The permit application
showed wetland sites WNZ and WH, stream SLR and a pond as Site 51. The permit application also
included riparian buffer impacts associated with SLR on Buffer Drawing sheets 37 & 39.
This site was visited by Rob Ridings (NC Division of Water Resources) and yourself in August 2017. It
was determined that stream SLR was ephemeral and that wetland indicators for wetland WH were
lacking. Wetland WNZ and the pond are jurisdictional Waters of the United States, but Stream SLR, its
indicated buffers, and wetland WH should not have been included in the project's proposed impacts.
SUMMARY OF IMPACTS
This correction results in minor changes to the project impacts as follows:
• Permanent fill in wetlands is reduced from 0.72 acre to 0.69 acre. Combined with 0.11 acre
of excavation, and 0.21 acre of mechanized clearing results in 1.01 acre of permanent
wetland impact.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone] LOCATION:
ENVIRONMENTAL ANALYSIS UNIT FAX: [phone] CENTURY CENTER, BUILDING A
1598 MAIL SERVICE CENTER 1000 BIRCH RIDGE DRIVE
RALEIGH NC 27699-1598 WEBSITE: NCDOT.GOV RALEIGH NC, 27610-4328

• Stream impacts are reduced by 3 83 feet (associated fill in surface water is reduced by 0.03 acre),
from 7,939 to 7,556 feet.
• Permanent surface water impacts reduced from 1.55 to 1.53 acre.
• Removal of unwarranted Buffer Site 51 impacts reduces buffer impacts by 41,065 sqft
Site 5.1 Zone 1 reduced: 24,177 sqft
Site 51 Zone 2 reduced: 165887 sqft
Site 51 Total Buffers reduced: 41,065 sqft
Site 51 wetland in buffer zone 1 reduced: 862 sqft
Site 51 wetland in buffer zone 2 reduced: 535. sqft
These changes are detailed on the following modified permit and buffer drawings (attached):
Permit Drawing sheets: 1, 100, 101, 106, 124, & 125
Buffer Drawing sheets: 1, 37, 39, 51, & 52
Compensatory Mitigation
NCDOT requests that required compensatory mitigation be adjusted to reflect reduced impacts as
presented above.
REGULATORY APPROVALS
Section 404: NCDOT hereby revises the previously submitted USACE Individual 404 Permit
Application as required for the above described activities.
Section 401: We are also requesting modification of the Section 401 Individual Water Quality
Certification and Neuse Riparian Buffer Authorization from NCDWR. We are providing this
modification request to NCDWR, for their approval. Authorization to debit the $570.00 Permit
Modification Fee from WBS 42346.3.1 is hereby given.
A copy of this request and its distribution list will be posted at
h.ttps://xfe.r.serv.ices.ncdot.gov/pdea/PermApps/.
If you have any questions or need additional information, please contact Gordon Cashin at
[e-mail] or 919-707-6107.
Sincerely,
Philip S. Harris, III, P.E., C.P.M.
Environment Analysis Unit Head
cc: NCDOT Permit Application Standard Distribution List
2

' See Sheet 1-8 For Plan Sheet Symbols
SITE 2
SITE 3
SITE I
3
D
N
LIT
0
0
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
WA KE fir
JOHNSTON COUNTIES
LOCATION: I-40 FROM I-440 /US 64 (EXIT 301) TO JUST NORTH OF SR 1525
(CORNWALLIS ROAD), INCLUDING IMPROVEMENTS TO NC 42 AND
SR 1010 (CLEVELAND ROAD).
TYPE OF WORK: GRADING, DRAINAGE, PAVING, WIDENING,
RESURFACING & STRUCTURES
WETLAND AND STREAM IMPACTS
_---RALEIGH yeJ1�,
o SECTION1-
SITE 8,
SITElp
S SITE 6 SITE 7 �?
�. F
,TIP PROJECT 1-5111
-L- STA. 10+00.00
SECTION 2
SITE 23 - SITE 29
/ / 7SITE 24�
Hq0 83
9 SECTION 2'
GARNER �J5
� ISITE 59 _
�SI E 11 -SITE l&
�ITE14
-- SITE 12�
739 N � J�SITE 13
SITE 60 o SITE 37
-SITE 32 SITE 38
SITE 34—\
Q SITE 31 �� SITE
N SITE 25 SITE 30 SITE 35 SITE 33
-3 SITE 28 -L- Sta. 477+22.89 BK =
SITE 26 SITE 27 -L- Sta. 75+39.93
NOTES:
1. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITIES OF RALEIGH & GARNER.
2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III MODIFIED.
3. THIS IS A CONTROLLED —ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
SITE:'19
III
AOW
PERMIT DRAWING
SHEET 1 OF 125
REVISED 8282019
r-- SITE 21
X
SITE 22/��
SITE 20 ,
r SITE 17 ,'SECTION 3 END TIP PROJECT 1-5111/1-4739
SITE SITE 16 1ti -L- STA. 292+00.00
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SITE 51
AQ SITE 40
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SITE 41
SITE
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SITE 57 SITE 5
SITE 43
SITE 46 9
SITE 49
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INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PLANS PREPARED BY:
HYDRAULICS
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
ENGINEER
ADT 2018 = 106,200
0 R DG, IELD R 8 KSUI LLP
900 RIDGEFIELD DRIVE, SUITE 350
50 25 0 50 100
ADT 2040 = 137,200
p
DHV = 65 /o
LENGTH ROADWAY TIP PROJECT 1-5111 /1-4739.......................... 12.950 miles
LENGTH STRUCTURE TIP PROJECT 1-5111 /1-4739.......................... 0.094 miles
TOTAL LENGTH OF PROJECT 1-5111 /1-4739................................. 13.044 miles
RALEIGH, NORTH CAROUNA 27609
NC LICENSE NO. F-0112
FOR NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
S T. WOOTEN
�®
�®
PLANS
D 9°/Q
P.E.
2018 STANDARD SPECIFICATIONS
p *
T = 9 /o
SIGNATURE:
m
ROADWAY
ENGINEER
50 25 0 50 100
V = 70 MPH &
75 MPH **
FUNC CLASS:
NCDOT CONTACT
Brandon J. McInnis, P.E.
PROJECT ENGINEER
p
PROFILE (HORIZONTAL)
URBAN INTERSTATE
®a
10 5 0 10 20
* (TTST 5% + DUAL 4%)
** DESIGN SPEED CHANGES
A, AT US 70 BUS
KZak Hamidi,P.E.
PROJECT ENGINEER -DESIGN-BUILD UNIT
LETTING DATE.
JUNE 19, 2018
Mary E. Yahl, P.E.
PROJECT DESIGN ENGINEER
PE
PROFILE (VERTICAL)
SIGNATURE:

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WETLAND AND SURACE WATER IMPACTS 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)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
39A
-L- 98+30-99+62 LT
ROADWAY FILL - WEM
0.07
0.02
39B
-L- 101+93-102+66 LT
ROADWAY FILL - WEM
0.01
0.01
40
-L- 103+59-104+95 LT & RT
BANK STABILIZATION - SDG
0.12
0.03
254
90
41
-L- 107+69-109+35 LT
ROADWAY FILL - WEP(1)
0.02
42
-L- 104+95-108+09 RT
ROADWAY FILL - SDN, WEN
0.23
0.01
0.10
1 0.02
200
43
-L- 110+24-110+66 RT
ROADWAY FILL - SEO
< 0.01
40
44
-L- 111+78-114+64 LT & RT
60" RCP, ROADWAY FILL, DITCH - SEQ, WEO 1
0.04
0.02
269
-L- 111+58-111+85 LT
BANK STABILIZATION - SEQ
< 0.01
< 0.01
16
11
45
-L- 144+01-144+56 LT
48" CSP - SEU
0.01
154
-L- 143+75-144+08 LT
BANK STABILIZATION - SEU
< 0.01
< 0.01
40
11
46
-L- 164+25-164+78 RT
30" CSP / 36" RCP - SEA, WOE
0.02
0.01
168
47
-Y1 RPA- 16+63-17+14 RT
54" CSP - SLV
< 0.01
62
-Y1 RPA- 16+58-16+65 RT
BANK STABILIZATION - SLV
< 0.01
< 0.01
45
11
48
-Y1 RPA- 16+66-17+11 RT
ROADWAY FILL, RIPRAP - SLW
< 0.01
< 0.01
14
51
49
-L- 171+49-174+67 LT & RT
66" WSP / 66" RCP - SLU, WC, WOB
0.06
0.03
284
-L- 171+40-174+63 LT & RT
BANK STABILIZATION - SLU
< 0.01
< 0.01
64
30
50
-LCDWB- 64+67-68+61 LT & RT
60" CSP, CHANNEL CHANGE - SLS,WOA
0.05
0.02
0.06
< 0.01
588
57
51
-Y2RPA3- 23+20-23+82 LT
ROADWAY FILL - WNZ
0.02
-Y2RPA3- 20+23-23+20
ROADWAY FILL - PBL
0.58
-L- 199+51-205+31
ROADWAY FILL, 66" RCP - SLR
0.02
230
-Y2RPD3- 15+76-16+19 LT
BANK STABILIZATION- SLR
< 0.01
< 0.01
55
15
52
-Y2RPD3- 23+65-24+43 LT
DITCH, ROADWAY FILL - WGG
0.01
0.02
53
-L- 210+53-215+65 LT
54" RCP / 66" RCP - MILL BRANCH
0.06
< 0.01
401
7
-L- 210+21-210+61 RT
BANK STABILIZATION - MILL BRANCH
< 0.01
< 0.01
29
17
TOTALS*:
0.46
0.05
0.04
0.18
0.96
0.05
2873
340
0
*Rounded totals are sum of actual impacts
REVISED 08/28/2019
NOTES:
2016 09 09

WETLAND AND SURACE WATER IMPACTS 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)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
54
-L- 232+69-233+35 LT
54" WSP - SJ, WI
0.06
< 0.01
82
-L- 233+33-233+44 LT
BANK STABILIZATION - SJ
< 0.01
< 0.01
45
10
55
-L- 233+94-234+19 LT
48" RCP - SK, WJ
< 0.01
< 0.01
78
-L- 234+02-234+11 LT
BANK STABILIZATION - SK
< 0.01
< 0.01
40
10
56
-L- 246+22-246+77 RT
CHANNEL CHANGE - SEE
< 0.01
< 0.01
102
10
57
-L- 246+73-247+65
60" WSP - SDD, WFF
0.01
0.02
< 0.01
238
10
-L- 247+59-247+78 LT
BANK STABILIZATION - SDD
< 0.01
< 0.01
55
9
58
-L- 269+75-270+63 LT
36" WSP - SQ
< 0.01
100
-L- 270+58-270+85 LT
BANK STABILIZATION - SQ
< 0.01
< 0.01
33
27
TOTALS*:
0.09
0.06
< 0.01
773
76
0
PROJECT TOTALS*: 0.69 0.14 0.11 0.21 1.53 0.24 7556 1691
REVISED 08/28/2019
NOTES:
*Rounded totals are sum of actual impacts
2016 09 09

C
1T
s
1n
3
T
/
o,
3
0
0
0
E
C
O
L
C
w
' See Sheet 1-8 For Plan Sheet Symbols
SITE 2
SITE 3
SITE I
3
D
N
LIT
0
0
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
WA KE fir
JOHNSTON COUNTIES
LOCATION: I-40 FROM I-440 /US 64 (EXIT 301) TO JUST NORTH OF SR 1525
(CORNWALLIS ROAD), INCLUDING IMPROVEMENTS TO NC 42 AND
SR 1010 (CLEVELAND ROAD).
TYPE OF WORK: GRADING, DRAINAGE, PAVING, WIDENING,
RESURFACING & STRUCTURES
B UFFER IMPACTS
_---RALEIGH
o SECTION1-
SITE 8,
S SITE 6 SITE 7
�. F
,TIP PROJECT 1-5111
-L- STA. 10+00.00
SECTION 2
SITE 23 - SITE 29
/ / 7SITE 24�
Hq0 83
4ITEI
SECTION 2' -
�, GARNER � �J5 ----
/,p SITE 5. _ �`'� �
11geSITE l&
14TE 157A df
-- SITE 12�
739 N � •,�--- ITE 13
SITE 60 )I(,I;,-T-SITE 37
SITE 38
SITE 34-\
Q SITE 31 AM
I— SITE
N SITE 25 SITE 30 SITE 35 SITE 33
''�3 SITE 28 -L- Sta. 477+22.89 BK =
SITE 26 SITE 27 -L- Sta. 75+39.93
NOTES:
1. A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITIES OF RALEIGH & GARNER.
2. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III MODIFIED.
3. THIS IS A CONTROLLED —ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
SITE:'19
AOW
BUFFER DRAWING
SHEET 1 OF 52
REVISED 8✓282019
r-- SITE 21
X
I SITE 22/��
SITE 20
r SITE 17 ,'SECTION 3 END TIP PROJECT 1-5111/1-4739
SITE SITE 16 1ti -L- STA. 292+00.00
47 / \
45 ���
SITE SI
,47'SITE
cl SITE 40
4s
. SITE 53
SITE 41
SITE
54
2
3
r
SITE
55
SITE
44 `°s9
SITE 52
SITE 57 SITE 5
SITE 43
SITE 46 9
SITE 49
9
0 2
T o R
SITE 42
0�0
0
5��
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PLANS PREPARED BY:
HYDRAULICS
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
ENGINEER
ADT 2018 = 106,200
0 R DG, IELD R 8 KSUI LLP
900 RIDGEFIELD DRIVE, SUITE 350
50 25 0 50 100
ADT 2040 = 137,200
p
DHV = 65 /o
LENGTH ROADWAY TIP PROJECT 1-5111 /1-4739.......................... 12.950 miles
LENGTH STRUCTURE TIP PROJECT 1-5111 /1-4739.......................... 0.094 miles
TOTAL LENGTH OF PROJECT 1-5111 /1-4739................................. 13.044 miles
RALEIGH, NORTH CAROUNA 27609
NC LICENSE NO. F-0112
FOR NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
S T. WOOTEN
®�
q� �4
�®
�®
PLANS
D = 9%
P.E.
2018 STANDARD SPECIFICATIONS
p *
T = 9 /o
SIGNATURE:
m
ROADWAY
DESIGN
ENGINEER
50 25 0 50 100
V = 70 MPH &
75 MPH **
FUNC CLASS:
NCDOT CONTACT
Brandon J. McInnis, P.E.
PROJECT ENGINEER
�
p
PROFILE (HORIZONTAL)
URBAN INTERSTATE
10 5 0 10 20
* jTTST 5% + DUAL 4%)
** DESIGN SPEED CHANGES
AT US 70 BUS
KZak Hamidi,P.E.
PROJECT ENGINEER -DESIGN-BUILD UNIT
LETTING DATE.
JUNE 19, 2018
Mary E. Yahl, P.E.
PROJECT DESIGN ENGINEER
PE
PROFILE (VERTICAL)
SIGNATURE:

RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS
BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT
(ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
39
ONLY IN PERMIT SET
40
-L- 99+00-107+44 LT & RT
BRIDGE
X
14449
7030
21479
1104
2993
4097
41
ONLY IN PERMIT SET
42
-L- 106+42-107+44 RT
ROADWAY FILL - SDN, WEN
X
7169
5126
12295
43
-L- 109+63-114+04 RT
ROADWAY FILL - SEO
X
7471
4557
12028
44
-L- 110+99-115+29 LT & RT
60" RCP, DITCH - SEQ, WEO(1)
X
12849
6061
18910
45
-L- 143+25-145+12 LT
48" CSP - SEU
X
11384
6539
17923
46
-L- 164+25-164+78 RT
30" CSP / 36" RCP - SEA, WOE
X
10987
7345
18332
47
-Y1 RPA- 16+15-17+72 RT
54" CSP - SLV
X
5350
2012
7362
48
ONLY IN PERMIT SET
49
-L- 170+95-175+40 LT & RT
66" WSP / 66" RCP - SLU, WC, WOB
X
20163
9924
30087
50
-L- 178+00-184+97 LT&RT
60" CSP, CHANNEL CHANGE - SLS,WOA
X
38684
25634
64318
51
-L- 199+51-205+31
ROADWAY FILL, 66" RCP - SLR, WNZ
X
17316
9930
27247
52
ONLY IN PERMIT SET
53
-L- 209+51-217+29 LT & RT
54" RCP / 66" RCP - MILL BRANCH
X
27804
17778
45582
54
-L- 232+37-234+37 LT
54" WSP - SJ, WI, WJ
X
8694
5213
13907
55
ONLY IN PERMIT SET
56
ONLY IN PERMIT SET
57
-L- 246+11-248+25 LT & RT
60" WSP - SDD, WFF
X
15680
9394
25074
58
-L- 269+75-270+63 LT
36" WSP - SQ
X
10972
7749
18721
TOTALS*:
1 28492
1 14255
1 42747
1 181583
1 113030
1 2946131
0
10
PROJECT TOTALS*: 1 116816 1 55819 1 172635 1299329 1 166946 1466275 1 0 10
NOTES
REVISED 8/28/2019
Revised 2018 Feb

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
SITE NO.
STATION (FROM/TO)
ZONE 1
(ft)
ZONE 2
(ft)
42
-L- 106+08-107+45 RT
2367
3001
43
-L- 109+63-111 +26 RT
1618
736
44
-L- 113+34-114+92 RT
3043
871
49
-L- 174+33 RT
1439
50
-L- 183+49 RT
680
54
-L- 232+68-234+16 LT
1926
902
57
-L- 246+36-246+93 LT
379
204
(TOTAL: 1 11452 1 5714 1
PROJECT TOTALS: 1 20436 1 7986
(Revised 2018 Feb
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
APRIL 2019
REVISED 8/28/201 WAKE / JOHNSTON
I-5111 / I-4739
42346.3.1
SHEET 52 OF 52
Rev. Jan 2009