20190593 Ver 5_I-5111_I-4739 Individual Modification Wake_Johnston July 24 2020_20200729

Staff Review
Does this application have all the attachments needed to accept it into the review process?*
r Yes r No
ID#* Version* 5
20190593
Is this project a public transportation project?* r Yes
r No
Is this a DOT r Yes r No
project?*
Reviewer List:* Rob Ridings:eads\rgridings
Select Reviewing Office:* Central Office - [phone]
Submittal Type:* Modifications
Does this project require a request for payment to be sent?*
r
Yes
r
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:* r New Project r New Project Existing ID
r Pre -Application Submittal r More Information Response
r Other Agency Comments r Stream or Buffer Appeal
r For the Record Only (Courtesy
Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
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do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Project Contact Information
Name: Kristi Lynn Carpenter for Chris Rivenbark
who is subrritting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #:
20190593
20170001(no dashes)
Existing Version:
5
1
Project Name: Interstate 40 Widening & Improvements (1-4739 1-5111)
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
TIP#: WBS#:
1-4739 1-5111 42346.3.1
(Applies to DOT projects only)
County (ies)
Wake
Johnston
Please upload all files that need to be submited.
Click the upload button or drag and drop files hereto attach docurrent
1-5111 1-4739 Individual Modification
4.42MB
Wake —Johnston July 24 2020.pdf
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Original submitted via email 7/24/2020.
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Signature:
,-�—Il ? 41Wle 4�-:11? B.
Submittal Date: Is filled in automatically.

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
July 24, 2020
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest,NC 27587
Attn: Mr. Eric Alsmeyer
NCDOT Coordinator
Subject: Modification Request for Section 404 Individual Permit, 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:
As you are aware, the North Carolina Department of Transportation (NCDOT) applied for permits for
the subject project on May 7,2019 and a modification on May 28, 2020. The Corps of Engineers issued
the Section 404 permit for the project on September 6,2019 and June 11,2020,respectively. The North
Carolina Division of Water Resources issued the 401 Water Quality Certification for the project on July
10,2019 (NCDWR Project No. 20190593) and June 3,2020,respectively.
A field revision is being requested at Site 44. Currently, stream SEQ is piped from the east side of 1-40
to the west side, travels along the west side of I-40 for approximately 80 feet, then is piped back to the
east side. The original design kept the drainage pattern by boring a new 54"steel pipe to the west side of
1-40 and then extending the existing 60" pipe to convey SEQ back to the east side. The new design
proposes to install a pipe along the east side of I-40 that outlets to the same 60"pipe,thus eliminating the
need to bore a new 54" steel pipe. The 60"pipe will still be extended to convey any drainage from the
west side to the east as well as to act as an equalization pipe.
This modification will not result in additional surface water impacts as the entire SEQ channel on the
west side of I-40 was being relocated and considered fully impacted. Further,by eliminating the channel
relocation, changes to jurisdictional impacts are as follows:
• -0.013 ac of wetland fill
• -0.043 ac wetland excavation
• -0.031 ac of temporary fill
• +765 ft2 of impacts to Buffer Zone 2 through abandoning the channel
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

When recalculating the impacts for Site 44, it became apparent that the wetland impacts had been
erroneously reported in the initial application. They have been corrected on the attached revised impact
summary sheets.
Attached are revised permit drawings depicting the affected area, all of which have a revision date of
either 7/2/2020 or 7/15/2020. These include the following:
• Permit Drawing 91: plansheet 42 without contours
• Permit Drawing 92: plansheet 42 with contours
• Permit Drawing 93: plansheet 42 profile
• Permit Drawing 124: impact summary table
• Permit Drawing 125: impact summary table
• Buffer Drawing 42: plansheet 42 without contours
• Buffer Drawing 51: buffer summary table
• Buffer Drawing 52: buffer impact summary table
Compensatory Mitigation
NCDOT will request the appropriate additional riparian buffer mitigation from the N.C. Division of
Mitigation Services.
REGULATORY APPROVALS
Section 404: NCDOT requests modification to the USACE Individual 404 Permit for the project 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 request to
NCDWR, for their approval. Authorization to debit the $570.00 Permit Application Fee from WBS
42346.3.1 is hereby given.
A copy of the permit modification request and its distribution list will be posted at
https://xfer.services.ncdot.gov/pdea/PermApp s/.
If you have any questions or need additional information, please contact Gordon Cashin at
[e-mail] or 919-707-6107.
Sincerely,
DocuSigned by:
Hi.e., C. R�ve4•1i4. III
AAAD1248B309416...
for Philip S. Harris, III,P.E., C.P.M.
Environment Analysis Unit Head
cc: NCDOT Permit Application Standard Distribution List

Submitted 7/24/2020
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Submit ed 7/ 4/2020
I7, ■ = PROJECT REFERENCE NO. SHEET NO.
5///// 4739
ROADWAY DESIGN HYDRAULICS
In 1
ENGINEER ENGINEER
Esc L i
IT 44
•• 7 I 1 I OT CONSIDERED FINAL
. it + 45
M U -'S ALI 'IGNATURES COMPLETED
,I2
�' DRAWING
245 ■■ . ■■■ ■■■■ ■R■_''. TIT 93 OF NG 245
C 43— STA.112 145
SKTW=73 111 17r0
240 240
235 1 — —�- 235
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/ \
/ \
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220 / \\ 220
/ \
/ \
215 // \ 215
/ \
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210 // \ 210
EXISTING
/ \ GROUND
205 / \ 205
J I
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200 / \ N*, • ! 200
X ■ 60'" RCP IV r // • 00" RCP (EQUILIZER) ___J_.. (
w OUTLET IEu (O�UT_El' BURIED 1.21) ilia __ — - - -
W 195 El_EVATIOI' =193.4' 1� \ r N!/ �,.�.. .-.. -..
195
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190 - r`' S=0.0■/� T;RA ,(ASE 190
In PROPOSED PIPE — / E_EvATION194.0'
co ELEVATION=192.17' /
U 185 JUNCTION BOX 185
JUNCTION BOX W/SLAB L B
180 W/SLAB LIB 180
RETAIN u�•�r w&owc:Am on v"-Jr�r ekte-t10 '��k P EQUILIZER PIPE
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L_ 300 250 200 150 100 50 0 50 100 150 200 250

Submitted 7/24/2020
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
_ (ac) _ (ac) _ (ac) _ (ac) (ac) (ac) (ac) _ (ft) (ft) (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 0.14 < 0.01 334 10
41 -L- 107+69-109+35 LT ROADWAY FILL-WEP(1) _ 0.02
42 -L- 104+95-108+09 RT ROADWAY FILL- SDN, WEN 0.29 0.01 0.05 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- SEQ, WEO(1) 0.03 0.01 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 -Y1RPA- 16+63-17+14 RT 54" CSP - SLV < 0.01 62
-Y1RPA- 16+58-16+65 RT BANK STABILIZATION - SLV < 0.01 < 0.01 45 11
48 -Y1RPA- 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*: 0.54 0.05 0.14 0.98 0.03 2953 260 0
*Rounded totals are sum of actual impacts
REVISED 08/28/2019, 12/12/19, 7/2/20
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JULY 2020
WAKE AND JOHNSTON
I-5111 I-4739
o SHEET 124 OF 125

Submitted 7/24/2020
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts I Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (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*: 0.77 0.14 0.07 0.17 1.55 0.22 7665 1582
REVISED 08/28/2019, 12/12/19, 4/22/20, 7/2/20
NOTES:
*Rounded totals are sum of actual impacts NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JULY 2020
WAKE AND JOHNSTON
I-5111 I-4739
SHEET 125 OF 125

Submitted 7/24/2020
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Submitted 7/24/2020
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- SEQ, WEO(1) X 12849 6826 19674
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 -Y1RPA- 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*: 28492 14255 42747 181583 113795 295378 0 0
PROJECT TOTALS*: 116816 55819 172635 301854 167711 469565 0 0
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JULY 2020
WAKE / JOHNSTON
REVISED 8/28/2019 I-5111 / I-4739
12/12/2019 42346.3.1
Revised 2018 Feb 7/2/2020 SHEET 51 OF 52

Submitted 7/24/2020
WETLANDS IN BUFFER IMPACTS SUMMARY
I WETLANDS IN
BUFFERS
SITE ZONE 1 ZONE 2
NO. STATION (FROM/TO) (ft) (ft)
42 -L- 106+08-107+45 RT 2367 3001
43 -L- 109+63-111+26 RT 1618 840
44 -L- 113+34-114+92 RT 3110 2145
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: 11519 7092
'PROJECT TOTALS: 20436 7986
ARIMHI VGEWHAE1OF'IEGVA I OGEVEIOA
MY1Y IOA1OF1S Y3 S 6 V.
K/J. T1U1U
REVISED 8/28/19 6 VLH'I07KOSA EOA
7/2/20 Y-5PPP101Y-27N9
21 N2 CIDNIIP
Revised 2018 Feb SHHE 51 OF 51
Rev. Jan 2009