20201086 Ver 2_Modification Request Attachment_20210309

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
March 5, 2021
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 Regulatory Coordinator
Subject: Request for Modification to the Section 404 Regional General Permit Number 50,
Section 401 Water Quality Certification, and Tar-Pamlico Riparian Buffer Authorization
for the widening of SR 1770(Eastern Avenue/Sunset Avenue)from SR 1003 (Red Oak
Road)to SR 1544(Halifax Road) and construction of an interchange at the current grade
separation of Sunset Avenue and I-95. State Project No. 44033.3.3. Division 4. TIP No.
U-5026/R-5720.
Reference: USACE Section 404 Authorization SAW-2017-02491, issued September 2,2020.
NCDWR Water Quality Certification Number 4135 and Tar-Pamlico Riparian Buffer
Authorization, issued September 9, 2020. (20201086).
Dear Sir:
The North Carolina Department of Transportation(NCDOT)requests modification to the existing Section
404 Regional General Permit Number 50, Section 401 Water Quality Certification and Riparian Buffer
Authorization for the proposed widening of SR 1770(Eastern Avenue/Sunset Avenue)from SR 1003
(Red Oak Road)to SR 1544(Halifax Road) and construction of an interchange at the current grade
separation of Sunset Avenue and I-95 (TIP U-5026/R-5720)in Nash County.NCDOT applied for a
Section 404 Regional General Permit, Section 401 Water Quality Certification, and Tar-Pamlico Riparian
Buffer Authorization for the subject project in August 2020. The USACE 404 Permit was issued
September 2,2020 and the NCDWR 401 certification was issued September 9, 2020.
This modification will result in changes to permanent and temporary wetland impacts,temporary stream
impacts, and riparian buffer impacts. Please see the enclosed revised permit drawings,updated impact
summary sheets, and permit application tables which reflect the changes in impacts.
Permit Impact Site Modifications
Permit Site 2 (Roadway Plan Sheet 5A)
There have been slight changes to the right of way and design at Permit Site 2. The results in an
additional 723 sq. ft. of allowable zone 2 buffer impact. The new total zone 2 impact at Site 2 is 3,272 sq.
ft.
Mailing Address: Location:
NC DEPARTMENT OF TRANSPORTATION Telephone:[phone] 509 WARD BLVD.
DIVISION 4 Customer Service: 1-877-368-4968 WILSON,27895
PO Box 3165
WILSON,NC 27895 Website.:www.ncdot.gov

Permit Site 5 (Roadway Plan Sheet 15A)
Temporary stream impacts at Permit Site 5 will increase due to the right of way being extended slightly.
This results in an additional 5 feet of temporary stream impact.
Permit Site 8 (Roadway Plan Sheet 17)
Permanent utility easements (PUEs)have been added or adjusted in several locations throughout the
project area.Many are located away from permit sites and have no impacts but the change in PUE at
Permit Site 8 will result in 0.09 acre of additional mechanized clearing impact. Permit Site 8 mechanized
clearing impacts will increase from 0.3 acre to 0.12 acre due to the overhead utility easement changes.
Previous Permit Site 17 (No Roadway Plan Sheet)
Previous Permit Site 17 (referred to as the Glover outfall)was located off the project at a ditch tie in along
Kamlar Road. Initially,this was accounted for as a stream impact;however,this outfall has been
relocated away from the jurisdictional feature and will no longer have a jurisdictional impact. This results
in a reduction of stream impacts by 391f of bank stabilization and 13 if of temporary impact for
construction.
The haul road discussed below is now Permit Site 17.
New Permit Site 17(Roadway Plan Sheet 10A)
Borrow material for the project is being hauled in from adjacent parcels along the project. Reclamation
plans have been completed to detail the borrow areas on the 3MR and Eggers properties. The reclamation
plan for the Eggers property includes a haul road that follows an existing farm road on the property. A
jurisdictional wetland is on the east side of the existing farm road and a jurisdictional stream on the west
side within a valley between the borrow area and the project. The farm road is not wide enough for haul
trucks to pass and requires widening. The contractor needs to widen the haul road to 40 feet wide to
provide access that is safe for trucks to pass. This would result in 0.05 acre of temporary fill impact to the
wetland and 139 sq. ft of zone 1 and 2,293 sq. ft of zone 2 riparian buffer impact. Geotextile fabric with
rock placed on top would be used inside the wetland to allow any materials placed in the wetland to be
removed after the borrow activities have concluded. The wetland area being temporarily impacted will be
replanted with native species. The owners original farm road and crossing will remain in its original
location. This site is illustrated on roadway plan sheet 10A.
Buffer Replanting Plan Site 6
As noted earlier,the PUE changes required slight adjustments at a couple of locations. Those adjustments
also impact the buffer replanting plan at Site 6. Previously,there was 56,806 sq. ft. of buffer replanting
along the stream relocation;however,with the revised PUE this has been reduced by 4,534 sq. ft. for a
total of 52,272 sq. ft. of buffer replanting.
Compensatory Mitigation
Compensatory mitigation is proposed for the changes made in this modification at Site 8 due to the increase
in mechanized clearing within the wetland. Previous mitigation required was 3.21 acres. The new amount
of wetland mitigation required is 3.30 acres.

No compensatory mitigation is proposed for the wetland and riparian buffer impacts associated with the
haul road at Site 17 or Site 5 since those will be temporary. Site 2 will also not require mitigation as the
increase in buffer impacts at that location is allowable.
REGULATORY APPROVALS
Section 404: We are requesting a modification to the USACE Permit Number SAW-2017-02491 Section
404 Regional General Permit No. 50 for the above-described activities.
Section 401: We are requesting a modification to the WQC Number 4135 Section 401 Water Quality
Certification, Tar-Pamlico Riparian Buffer Authorization from NCDWR.We are providing this
application to NCDEQ, for their approval.
Thank you for your assistance with this project. If you have any questions or need additional information,
please contact me at [e-mail] or 252-640-6427.
Sincerely,
�DocuSigned by:
OAALkt Cb s
Channor
NCDOT Division 4 Environmental Officer
cc:NCDOT Permit Application Standard Distribution List

U-5026/R-5720 Permit Site Impact Tables
U-5026/R-5720 Wetland Impacts -
Permit NRTR Permanent Temporary
Drawing Site Label Impact Type Wetland Type Impacts(ac.) Impacts(ac.)
Number
4 WA Fill Riparian 0.13 1
4 WA Excavation Riparian <0.01
4 WA Mechanized Clearing Riparian 0.05
8 WBA Mechanized Clearing Riparian 0.12
9 WO Fill Non-riparian 0.24
9 WO Mechanized Clearing Non-riparian 0.07
9 WO Hand Clearing Non-riparian 0.18
10 WK Hand Clearing Non-riparian <0.01
11 WN Hand Clearing Non-riparian 0.05
12 WL Fill Non-riparian 0.06
12 WL Mechanized Clearing Non-riparian 0.05
12 WL Hand Clearing Non-riparian 0.06
14 WT Fill Riparian 0.12
14 WT Excavation Riparian 1.23
14 WT Mechanized Clearing Riparian 0.03
14 WT Hand Clearing Riparian 0.10
15 WB Excavation Non-riparian 1.01
15 WB Mechanized Clearing Non-riparian 0.18
15 WB Hand Clearing Non-riparian 0.06
16 WQ Mechanized Clearing Riparian <0.01
17 N/A Fill Riparian 0.05
Total Riparian Impacts: 1.69 0.15
Total Non-riparian Impacts: 1.61 0.35
Total Fill Impacts: 0.55 0.05
Total Excavation Impacts: 2.24 N/A
Total Mechanized Clearing Impacts: 0.51 N/A
Total Hand Clearing Impacts: N/A 0.45
Total Impacts: 3.30 0.50
*Red text indicates a change from the original permit application.
1

U-5026/R-5720 Permit Site Impact Tables
U-5026/R-5720 Surface Waters Impacts -
Permanent Permanent Temporary
Permit Surface Surface Surface
tream
Drawing Site Lab R Impact Type Water Water Water SFlow
Number Impacts Impacts Impacts
(Ponds)(ac) (Stream)(10 (Stream)(11)
1 SZ Bank/Scour 47 10 Perennial
Stabilization
2 SA Fill 133 Perennial
2 SA Bank 28 29 Perennial
Stabilization
3 SB-Per RCBC 140 Perennial
3 SB-Per Channel 90 9 Perennial
Relocation
3 SB-Per Channel 18 21 Perennial
Relocation
5 SB-Int RCP-IV 45 Intermittent
5 SB-Int Outlet Channel 16 11 Intermittent
Protection
Roadway
6 SF-Int Fill/Channel 738 49 Intermittent
Relocation
Roadway
6 SF Fill/Channel 454 Perennial
Relocation
6 SF Bank 72 10 Perennial
Stabilization
7 SD Fill 86 Intermittent
13 SE Ditch Tie-in 44 Intermittent
16 SC-Int RCP-IV 52 39 Intermittent
16 SC-Per Fill 82 Perennial
16 SC-Per RCP/Bank 36 23 Perennial
Stabilization
Total Impacts: 0 2,081 201
Total Bank Stabilization: N/A 147
Total Channel Relocated*: N/A 990
Total Intermittent: N/A 981
Total Requiring Mitigation: N/A 953
*Site 6—A channel relocation plan is attached to the permit application. Mitigation ratio for the perennial section was
required at'/2:1 and no mitigation required for the intermittent stream reach.
**Red text indicates a change from the original permit application.
^Previous Site 17 removed as it was a non JS feature.
2

U-5026/R-5720 Permit Site Impact Tables
U-5026/R-5720 Riparian Buffer Impacts
Per or Buffer Zone 1 Zone 2 impact
Site No. Impact Type Tem Stream Name Mitigation impact (ft2)
p _ Required? (ft21 _
Bank and Scour Hole
l P SZ No 2,534 645
Stabilization
2 48"RCP-III,Bank P SA No 9,998 3,272
Stabilization
3 10'x7'RCBC P SB-Per Yes 13,929 8,093
5 48"RCP-IV,Outlet P SB-Int No 3,886 2,253
Channel Protection
Roadway Fill,Base
6 Ditch and Bank P SF Yes 78,691 37,698
Stabilization
7 Roadway Fill P SD Yes 1,707 1,232
13 Special Lateral Base P SE No 4,384 4,721
Ditch
16 15"RCP 1V,48"RCP-
16 SC Yes 17,176 8,395
IV,Lateral Base Ditch
17 Haul Road T -- No 139 2,293
Total Allowable Buffer Impact 20,941 13,184
Total Mitigable Buffer Impact 111,503 55,418
TOTAL COMBINED BUFFER IMPACT 132,444 68,602
Wetlands in Buffers(Site 3&7) 3,254 2,057
Mitigable Buffer Impact after Wetland in Buffer Reduction 108,249 53,361
Buffer Replanting at Stream Relocation: 52,272 sq ft
*Red text indicates a change from the original permit application.
3

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CZ am E"D P,D ♦ 1 SHEET_OF_ N.C. U-5026/R-5720 1
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9.'" ADT 2019 — 17,311 DIVISION OF HIGHWAYS
F'o S0 .5. 0 0 1Q0 LENGTH ROADWAY—L—ISR 1770)= 2.426 MILES(R-5720) toea e...a eta.n..,x.t.e.s xc,zfsto P8
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o 50 45, 0 5I iltr- . 100 T = 3 % " LENGTH ROADWAY—L1—(SR 1603)= 0.386 MILES RIGHT OF WAY DATE
WARREN LAMB,
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PROFILE(HORIZONTAL) LENGTH ROADWAY—L25B—II-95)= 2.349 MILES ENGINEER
'TTST= 1%DUAL= 2% TOTAL LENGTH TIP PROJECT U-5026/R-5720 = 6.632 MILES PAUL ROBBINS,PE
f 1 to tB 3B FUNC CLASS= LETTING D 201 raoa�.Ass,.,axcmasc
b ' ;,�"� I RACHEL EVANS,PE OCTOBER 15,2019
v RURAL ARTERIAL& NCDOT
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Permanent Permanent Existing Existing
Permanent Temp. Excavation Mechanized Clearing SW SW Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in impacts impacts SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands(Pond) (Stream) impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (R) (fl) (ft)
1 14+06-14+44-L-LT BANK AND SCOUR HOLE STABILIZATION <0.01 <0.01 47 10
2 36+90-37+63-L-LT ROADWAY FILL <0.01 133
2 36+90-37+63-L-LT BANK STABILIZATION <0.01 <0.01 28 29
3 40+13-41+21-L- 10'X 7'RCBC 0.02 140
3 40+13-41+21-L-LT CHANNEL RELOCATION 0.01 <0.01 90 9
3 41+14-41+50-L-RT CHANNEL RELOCATION <0.01 <0.01 18 21
4 40+60-41+83-L-LT ROADWAY FILL 0.13 <0.01 0.05
5 155+5-L-LT 48"RCP-IV <0.01 45
5 155+5-L-LT OUTLET CHANNEL PROTECTION <0.01 <0.01 16 11
6 183+5-189+91,192+80-197+07-L-LT ROADWAY FILL/CHANNEL RELOCATION 0.11 <0.01 1192 49
6 197+00-198+00-L-LT BANK STABILIZATION <0.01 <0.01 72 10
7 197+00-198+00-L-LT ROADWAY FILL <0.01 86
8 199+15-200+13,201+20-201+71 ROADWAY CLEARING 0.12
9 14+34-16+96,17+07-18+37-L2NB-RT ROADWAY FILL 0.24 0.07 0.18
10 12+49-12+81-L2NB- ROADWAY CLEARING <0.01
11 11+82-12+41-L2SB-LT ROADWAY CLEARING 0.05
12 14+88-16+34,21+41-22+56-L2SB-LT ROADWAY FILL 0.06 0.05 0.06
13 20+00-CD2-RT DITCH TIE-IN I <0.01 44
14 18+61-CD2-RT TO 29+95-CD2-CL ROADWAY CUT/FILL,BASE DITCH 0.12 1.23 0.03 0.10
TOTALS*THIS SHEET: 0.55 0 1.23 0.32 0.39 0 0.18 0.01 1911.00 139.00 0
'TOTALS` ENTIRE U5026: I I 0.55 I 0.05 I 2.24 I 0.51 I 0.45 I 0.00 I 0.19 I 0.01 I 2081.00 I 201.00 I 0.00
*Rounded totals are sum of actual impacts.
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
FEBRUARY 2021
NASH COUNTY
fly U-5026
STATE PROJ.S 44033.3.3
a«."arms 0908 SHEET 37 OF 38
Revised 2/24/2021

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Permanent Permanent Existing Existing
Permanent Temp. Excavation Mechanized Clearing SW SW Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in impacts impacts SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands Wetlands Wetlands in Wetlands Wetlands(Pond) (Stream) impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (R) (5) (ft)
15 11+00-LRPC-LT TO 17+46-LRPC-CL ROADWAY EXCAVATION 1.01 0.18 0.06
16 42+72-43+20-CD1-LT 48"RCP-IV <0.01 <0.01 <0.01 52 39
16 51+34-51+97-L2NB-RT ROADWAY FILL <0.01 82
16 51+34-51+97-L2NB-RT 15'RCP/BANK STABILIZATION <0.01 <0.01 36 23
17 100+00 LT TEMP HAUL ROAD-EGGERS SITE 0.05
TOTALS*THIS SHEET: 0 0.05 1.01 0.19 0.06 0 0.01 0.00 170.00 62.00 0
'TOTALS` ENTIRE U-5026: I I 0.55 I 0.05 I 2.24 I 0.51 I 0.45 I 0.00 I 0.19 I 0.01 I 2081.00 I 201.00 I 0.00
*Rounded totals are sum of actual impacts.
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
FEBRUARY 2021
NASH COUNTY
TIP U-5026
STATE PROJ.S 44033.3.3
a...12m 0909 SHEET 38 OF 38
Revised 2/24/2021

LEGEND taiu,,,,, U-5026/R-5720
GRAPHIC SCALE mr SNEET NO 1 7A"
ALLOWABLE IMPACTS ZONE 1 \ 'tw "' =ET
INCOMPLETE PLANS
ALLOWABLE IMPACTS ZONE 2
\----------- U-5996/ R-5720
—-—• EXISTING TRANSPORTATION FACILITY LINE Em411 SA—PERENNIAL
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UNLESS all SIDNATURES COMPLETED
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for Eggers Haul Rd
Revised 2/24/2021

RIPARIAN BUFFER IMPACTS SUMMARY
I IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT_
ROAD PARALLEL ZONE I ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. STRUCTURE SIZE/TYPE STATION (FROM/TO) CROSSING BRIDGE IMPACT (ft) I (ft) (ft) (ft2) (8) (ft) (fe) (8)-
1 BANK AND SCOUR HOLE STABILIZATION 14+50-L-LT X 2534 645 3179
2 48"RCP-III,BANK STABILIZATION 37+00-L-LT X 9998 3272 13270
3 10'X7'RCBC 40+84-L-CL X i 13929 8093 22022
5 48"RCP-IV,OUTLET CHANNEL PROTECTION 155+11-L-LT X 3886 2253 6139
6 ROADWAY FILL,BASE DITCH AND BANK STABILIZATION 183+14-197+33-L-LT X 78691 37698 116389
7 ROADWAY FIIL 197+00-L-LT X 1707 1232 2939
13 SPECIAL LATERAL BASE DITCH 20+00-CD2-RT X 4384 4721 9105
16 15"RCP-IV,48"RCP-IV,LATERAL BASE DITCH 46+73-CD2-RT,43+00-CD1-LT X 17176 8395 25571
17 TEMP HAUL ROAD-EGGERS SITE 100+00-L-LT X 139 2293 2432
TOTAL: 20941 I 13184 34125 111503 55418 166921 0 0
N.C.DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
NASH COUNTY
PROJECT:TIP U-5026
2/23/2021
SHEET 1 R OF 1 q
Rev.SEP 2016
Revised 2/24/2021
Rev.May 2006

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
ZONE1 ZONE2
SITE NO. STATION (FROM/TO) (ft) (ft)
3 40+84-L-CL 3254 1879
7 198+33-L-LT 178
13 20+00-CD2-RT 1573 3454
17 100+00-L-LT 784
TOTAL: 4827 6295
N.C.DEPT.OF TRANSPORTATION
DIVISION OF HIGHWAYS
NASH COUNTY
PROJECT:TIP U-5026
2/23/2021
SHEET 1 g OF 1 q
Revised 2/24/2021
Rev.Jan 2009

U-50267 R-5720 IC-RCONSi16
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