HomeMy WebLinkAbout20190593 Ver 4_Modifications_20200528Staff Review
Does this application have all the attachments needed to accept it into the review process?*
r Yes r No
ID#* Version* 4
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 - (919) 707-9000
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 w Existing ID
r
Pre -Application Submittal
r
More Information Response
r
Other Agency Comments
r
For the Record Only (Courtesy Copy)
r
Stream or Buffer Appeal
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
Vft is subaitting the inforr ation?
Email Address: crivenbark@ncdot.gov
Project Information
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
Please upload all files that need to be submited.
Oickthe upload button or drag and drop files here to attach document
20190593v.4.pdf 4.65MB
Only pdf or Iv17 files are accepted.
Describe the attachments:
Original sent via email.
Sign and Submit
P By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
Submittal Date: Is filled in autocratically.
STA�TEo,
ti� +muam> ; 20
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER J. ERIC BOYETTE
GOVERNOR SECRETARY
May 28, 2020
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Mr. Eric Alsmeyer
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Subject: Modification Request- Section 404 Individual Permit and Section 401 Water Quality
Certification 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 Corps of Engineers issued the Section 404 permit for the project on September 6,
2019. The North Carolina Division of Water Resources issued the 401 Water Quality Certification for
the project on July 10, 2019 (NCDWR Project No. 20190593).
A field revision was needed at Site 2 to accommodate the construction of the proposed noise wall. Stream
SAA was realigned within the footprint of what was permitted. However, there is concern that the new
realignment will not remain stable. Therefore, we are requesting to further realign the stream such that
it has a more direct flow pattern into the culvert. This will result in what was originally permitted as 29
linear feet (If) of temporary surface water impacts changing to 291f of permanent surface water impacts.
There will be no changes to the Neuse River Riparian Buffer impacts or wetland impacts.
Attached are revised permit drawings depicting the affected area, all of which have a revision date of
4/22/2020. These include the following:
• Permit Drawing 11: plansheet 11 without contours
• Permit Drawing 12: plansheet 11 with contours
• Permit Drawing 120: summary table
• Permit Drawing 125: summary table
Compensatory Mitigation
A revised acceptance letter from the N.C. Division of Mitigation Services is included with this
modification request.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: 919-707-6000 LOCATION:
ENVIRONMENTAL ANALYSIS UNIT FAX: 919-212-5785 CENTURY CENTER, BUILDING A
1598 MAIL SERVICE CENTER 1000 BIRCH RIDGE DRIVE
RALEIGH NC 27699-1598 WEBSITE: NCDOT.GOV RALEIGH NC, 27610-4329
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 from NCDWR. We are providing this application to NCDWR, for their approval.
Authorization to debit the $570.00 Permit Application Fee from TIP No. I-5111/I-4739/WBS 42346.3.1
is hereby given.
A copy of the permit modification request and its distribution list will be posted at
ht!ps:Hxfer.services.ncdot.gov/pdea/PertnApps/.
If you have any questions or need additional information, please contact Gordon Cashin at
gcashin@ncdot.gov or 919-707-6107.
Sincerely,
DocuSigned by:
E
C. Rev III
f0 i' annD1248B309416...
Philip S. Harris, III, P.E., C.P.M.
Environment Analysis Unit Head
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TIM BAUMGARTNER
Director
Mr. Philip S. Harris, III, P.E., CPM
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
NORTH CAROLINA
Environmental Quality
May 27, 2020
Subject: DMS Mitigation Acceptance Letter:
I-5111 / I-4739, I-40 Widening, Wake and Johnston Counties
References: USACE 404 Individual Permit issued September 6, 2019 (USACE Action ID 2009-00556)
NCDWR 401 Water Quality Certification issued September 4, 2019 and January 22, 2020
(NCDWR ID 2019-0593)
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
additional stream mitigation for the subject project. Based on the information supplied by you on May 27, 2020,
the impacts are located in CU 03020201 of the Neuse River basin in the Central Piedmont (CP) and Northern Inner
Coastal Plain (NICP) Eco-Regions, and are as follows:
Table 1— Additional Impacts (feet / acres)
Neuse
Stream
Wetlands
Buffer (Sq. Ft.)
03020201
Non-
Coastal
CP / NICP
000arm
Cold
Cl
W
paran
Riparian
Riparian
Marsh
Zone 1
Zone 2
Impacts (feet/acres)
0
0
29.0
0
0
0
0
0
*NOTE: Some of the stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details.
This additional impact and associated mitigation needs were not projected by the NCDOT in the 2020
impact data. DMS is currently providing stream, riparian wetland and buffer mitigation for the impacts associated
with this project located in cataloging unit 03020201 of the Neuse River basin as required by the 404 and 401
permits issued in 2019 and 2020, as shown in the below table (in mitigation credits)
NQfl �kl,��� D-E Q R
Oepart—t el FAVIWMMI r}uaaltt
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W. Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976
Mr. Harris
TIP I-5111 / I-4739
May 27, 2020
Page Two
Table 2 — Current Permitted Impacts and Associated Mitigation Requirements provided by DMS (based on
issued permits) and Revised Anticipated Impacts (based on mitigation request)
Total Permitted
Mitigation Provided by
Additional
Revised Total
Impact Type
Impacts
DMS per Issued
Impact (for
Impacts*
(feet / acre / sq ft)
Permits (Credits)
approval)
Stream (warm)
6,423.0
12,846.0
29.0
6,452.0
Riparian Wetland
1.01
2.02
0
1.01
Buffer — Zone 1
290,542.0
871,626.0
0
290,542.0
Buffer — Zone 2
161,217.0
241,826.0
0
161,217.0
*Some of the additional stream impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details. DMS
will provide the amount of mitigation as determined by the regulatory agencies.
This mitigation acceptance letter replaces the mitigation acceptance letter issued on April 26, 2019
and January 15, 2020. DMS commits to implementing additional sufficient stream mitigation credits to offset the
impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in
Section F.3.c.iii of the In -Lieu Fee Instrument dated July 28, 2010. 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 DMS.
1
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-
Sincerely,
&7� VlaM-
James B. Stanfill
DMS Asset Management Supervisor
cc: Mr. Monte Matthews, USACE — Raleigh Regulatory Field Office
Ms. Amy Chapman, Division of Water Resources, Wetlands/401 Unit
File: I-5111 / I-4739 Mod 2
NaRnicnaouns.
oepeMnM of EmA�mnw�01 WYMY�
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W. Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
919.707.8976
Revised 5/28/2020
100 50 0 100
SCALE
25 0 25
200
a
50 ti:
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s,9
-=,�..
PERMIT DRAWING
SIT
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"€::rSET
SCALE FOR INSET
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I
SURFACE
WATER
IMPACTS
SAA
IrA
I
E INSET E
SBB ON
SITE 3 °'' H
y SITE 2
\ E INSET D
it
r..c.s w suU.ce wo..eR
u`,e`'�e Nf�0�f0
SE
Revised 5/28/2020
ME
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f/
I
Revised 5/28/2020
WETLAND AND SURFACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACT
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)
1
-LEB- 12+14 RT
HW Replacement - SZ
< 0.01
< 0.01
13
14
1
-LWB- 18+77 LT
Rip Rap Outlet Pad - SZ
< 0.01
< 0.01
20
20
2
-Y1 RPA- 32+52 RT
Channel Work at 48" CSP Inlet - SAA
< 0.01
29
2
-Y1 RPBD- 31+06 RT
Prop Rdwy Fill - SAA
0.01
45
2
-Y1 RPBD- 30+62 LT
Rip Rap Outlet Pads - SAA
< 0.01
< 0.01
1 12
10
3
-Y1 RPBD- 46+74 to 48+93 LT
Prop Pipes & Bridge Construction - SBB
< 0.01
0.05
24
240
4
-L- 39+21 LT
Rip Rap Outlet Pad - SB
< 0.01
< 0.01
13
10
4
-L- 40+19 LT
Ditch Outfall - SB
< 0.01
< 0.01
18
27
5
-L- 59+13 to 62+63 LT
Channel Change - SC
0.03
< 0.01
352
12
6
-L- 64+53 RT
Channel work at 8'x8' RCBC inlet - SD
0.02
< 0.01
78
11
6
-L- 65+38 LT
Channel work at 8'x8' RCBC outlet - SD
0.01
< 0.01
51
30
7
-L- 90+96 RT
Channel work at 10'x9' RCBC inlet - WC, SF
< 0.01
0.04
0.06
0.02
85
90
7
-L- 91+39 LT
Channel work at 10'x9' RCBC outlet - WD, SF
0.01
0.08
< 0.01
80
10
8
-Y3RPA- 23+91 LT
Prop Rdwy Fill and Rip Rap Pad - SNN
< 0.01
59
8
-Y3RPA- 23+45 RT
Channel Change - SNN
< 0.01
< 0.01
12
4
9
-Y3RPA- 17+58 RT
Rip Rap at pipe outfalls - SOO
< 0.01
< 0.01
23
8
TOTALS*:
I < 0.01
0.05
0.24
0.11
914
486
0
*Rounded totals are sum of actual impacts
2016 D9 N
Revised 5/28/2020
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
1 238
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*: 1 0.74 0.14 0.11 0.16 1 1.55 0.22 7665 1582
REVISED 08/28/2019, 12/12/19, 4/22/20
NOTES:
*Rounded totals are sum of actual impacts NC DEPARTMENT OF TRANSPORTATION