20181249 Ver 1_Email_20210419

DocuSign Envelope ID:939BE760-B816-4332-96CE-120F2798641D
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
April 16, 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
Subject: Request for Modification of the Phased Section 404 Individual Permit and
Section 401 Individual Water Quality Certification for the construction of the
Triangle Expressway Southeast Extension from NC-55 Bypass in Apex to I-40,
Wake and Johnston Counties. TIP Nos. R-2721, R-2828, and R-2829. Debit
$570 from WBS 376731.TA1.
Reference: USACE Section 404 Authorization SAW-2009-02240, issued October 24, 2019,
modified February 4, 2020, and corrected February 7, 2020, and modified April
30, 2020, January 7, 2021, and March 19, 2021.
NCDWR Water Quality Certification Number 4179 and Neuse River Riparian
Buffer Authorization, issued February 15, 2019, modified January 30, 2020,
April 20, 2020, June 1, 2020, December 29, 2020, and March 9, 2021.
Dear Sir:
As you are aware, the North Carolina Department of Transportation(NCDOT) applied for a
phased Section 404 Individual Permit, Section 401 Individual Water Quality Certification
(WQC),Neuse River Riparian Buffer Authorization,Non-404 Jurisdictional Wetlands and
Waters Permit for the subject project in September 2018. The project, also known as Complete
540, encompasses three NCDOT Transportation Improvement Plan(TIP)projects: R-2721
(NC-55 Bypass to US-401), R-2828 (east of US-401 to I-40 Interchange) and R-2829 (east of
I-40 to US 64/264). Revised permit applications were submitted in February 2019 and the
NCDWR 401 and USACE 404 Permits were issued in February and October of 2019.
Additionally,NCDOT received a modified 401 WQC for the Complete 540 Project on January
30, 2020, April 23, 2020, June 1, 2020, December 29, 2020, and March 9, 2021 from the NC
Division of Water Resources (NCDWR) and a revised Department of the Army authorization
#SAW-2009-02240 on February 7, 2020, April 29, 2020, January 7, 2021, and March 19,
2021.
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone] Location:
TURNPIKE AUTHORITY FAX: [phone] 1 SOUTH WILMINGTON STREET
1578 MAIL SERVICE CENTER Customer Service:1-877-3684968 RALEIGH NC,27601
RALEIGH NC 27699-1578
WEBSITE:NCDOT.GOV

DocuSign Envelope ID:939BE760-B816-4332-96CE-120F2798641D
This letter is a request for a modification to Site 44 on the R-2828 section of the Complete 540
project. Included in this package are updated permit drawings for Site 44 (Permit Sheets 1, 97,
and 98 of 171), updated permit summary sheets 166 through 171 of 171, and updated roadway
plan sheet 2F-9.
Permit Site 44:
Construction of Bridge 9 is scheduled to begin shortly. During the field preparation to
commence construction, it was noted that an area that is currently permitted as hand clearing is
higher than the surrounding area and will actually need to be slightly excavated and graded to
allow the required clearance under the bridge. The proposed changes to Site 44 are described
below:
• Permit Site 44 (Permit Drawing 97 and 98 of 171, Plan Sheet 26)
o Limited area of hand clearing changed to excavation:
• Increase of 0.02 acre of wetland excavation impact.
• Decrease of 0.01 acre of wetland hand clearing impact.
The reason for the difference in excavation to hand clearing impacts is due to rounding. Hand
clearing at Site 44 was originally 0.55 acre (rounded from 0.551). The excavation is 0.0154
acre (which rounds to 0.02) and the new hand clearing is 0.5356 acre (which rounds to 0.54);
thus the two values don't match.
Revised Impacts Summary R-2828
Due to the changes described above for R-2828, the total project impacts will now be as listed
below.
Revised Table 4.R-2828 Jurisdictional Resources Impacts
Riparian Non- Riparian
Wetlands Riparian Isolated Isolated Streams(l Buffer
f)
Impact Ponds (sq ft)
Temp./ Wetlands Wetlands Ponds
Type (ac) Zone 1/2
Perm. Perm. (ac) (ac)
(ac) (ac) Perm. Temp. Structure*
Stab.
Neuse
River 4.79/ 1,182,975/
Basin 19.56 0.07 0.25 8.32 n/a 16,842 1,702 2,065 719,806
(HUC
03020201)
Structure stabilization is pipe, culvert, and bank stabilization.
Compensatory Mitigation
Currently,NCDOT has requested mitigation for R-2828 from NCDMS to cover 19.49 acres of
wetland impacts. The new proposed wetland impacts are 19.56 acres, which is an increase of

DocuSign Envelope ID:939BE760-B816-4332-96CE-120F2798641D
0.02 acre from the currently requested mitigation needs.Per an email received on April 8,2021,
the USACE is not requiring additional mitigation for the increase due to the expectation that
the wetlands will likely be present after bridge is built.
REGULATORY APPROVALS
Section 404: We are requesting a modification to the USACE Permit Number SAW-2009-02240
Section 404 Individual Permit for the above-described activities.
Section 401: We are requesting a modification to the WQC Permit Number 4179 Section 401
Individual Water Quality Certification. We are providing this application to NCDEQ, for their
approval. Authorization to debit the $570.00 Permit Modification Fee from TIP No. R-
2828/WBS 37673.1.TA1 is hereby given.
The individual permit modification package for the Complete 540 project (STIP Projects R-
2721, R-2828, and R-2829) is available at https://xfer.services.ncdot.gov/pdea/PermApps/
Thank you for your assistance with this project. If you have any questions or need additional
information,please contact Deanna Riffey at [e-mail] or 919-707-6151.
Sincerely,
—DocuSigned by: ''
OG(pPiL oche,a G
'-2CF8OADB9B414F0...
Rodger Rochelle, P.E.
North Carolina Turnpike Authority
Chief Engineer
cc: NCDOT Permit Application Standard Distribution List

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U 50 25 0 50 100 LENGTH OF ROADWAY PROJECT R-2828 = 8.055 Miles EIGENSE NG.F-01� - N®N?
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SIGNATURE: ow
J SEPT. 09,2 019 PROJECT ENGINEER ROADWAY DESIGN 0
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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)
1* 503+27 (RT) RDWY Fill (WCD) 0.16
2 505+24, 505+63 (LT) 9'x8' RCBC (SBP) 0.03 < 0.01 519 20
2 505+24, 505+63 (LT) 9'x8' RCBC Pipe Stabil. (SBP) < 0.01 95
3 506+50 (RT) 42" RCP(WCE(1),WCE(2),SBR) 0.55 < 0.01 < 0.01 < 0.01 90 10
3 506+50 (RT) 12" RCP Pipe Stabilization (SBR < 0.01 35
4 508+50 (LT)- 511+70 (RT) Drain Pond (PM) 1.57
5** 508+60-515+40 (RT) RDWY Fill WCF / Stream SBR 0.03 0.03 462
6 512+15 (LT) RDWY Fill WCH / Stream SBU 0.02 < 0.01 0.04 0.02 < 0.01 173 33
7 515+32 (LT) - 520+00 (LT) RDWY Fill WCI / Stream SBS 0.67 0.07 0.05 < 0.01 27
8 529+75 - 531+00 (RT) Roadway Fill (WCJ) 0.12 0.01
9 545+63 - 548+40 Roadway Fill (WCL) 0.22
10** 548+68 (LT)-549+40 (RT) 6'x8' RCBC (SBY, WCM) < 0.01 0.05 < 0.01 485 18
10 548+68 (LT)-549+40 (RT) Culvert Stabilization (SBY) < 0.01 77
10 548+68 (LT)-549+40 (RT) Bank Stabilization (SBY) < 0.01 14
11 557+67 (RT)-559+60 (LT) 9'x8' RCBC (WCQ, SBX) 0.08 0.04 0.08 < 0.01 484 22
11 557+67 (RT)-559+60 (LT) 9'x8' RCBC Culvert Stabil. (SBX) 0.01 70
11 557+67 (RT)-559+60 (LT) Bank Stabilization (SBX) < 0.01 7
12 558+00 (RT) Roadway Fill (WCR) 0.06
13 Ramp Quad C (-Y17-) Drain Pond (PN) 1.04
13 Ramp Quad C (-Y17-) Roadway Fill (WCV) 0.02 < 0.01
13** Ramp Quad C (-Y17-) Roadway Fill (WCW) 0.04
13A Ramp Quad A (-Y17-) Drain Pond (PP) 1.01
13A Ramp Quad A (-Y17-) Roadway Fill WCZ(2) 0.40 < 0.01
SHEET 1 SUBTOTALS***: 2.36 < 0.01 0.08 0.16 3.88 0.01 2538 103 0
NOTES:
*Represents an isolated wetland impact (also non-riparian) NC DEPARTMENT OF TRANSPORTATION
**Represents any non-riparian wetland impact DIVISION OF HIGHWAYS
***Rounded totals are sum of actual impacts 03/04/2020
WAKE & JOHNSTON
TIP NO. R-2828
WBS NO. 37673.1.TA2
Revised 2018 Feb SHEET 166 OF 171

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)
14 609+07 (LT)-610+38 (RT) Roadway Fill (WCZ(1)) 1.28 0.27
14 609+07 (LT)-610+38 (RT) 10'x8' RCBC (SCC) 0.02 < 0.01 322 10
14 609+07 (LT)-610+38 (RT) Culvert Stabilization (SCC) < 0.01 78
14 609+07 (LT)-610+38 (RT) 10'x8' RCBC (SCK) 0.02 < 0.01 257 10
14 609+07 (LT)-610+38 (RT) Culvert Stabilization (SCK) < 0.01 26
15 616+50 (RT) Drain Pond PQ, WCZ(2) 0.35
15A 616+50 (RT) Energy Dissipator (WCZ(2) < 0.01 < 0.01
16 618+00 (RT) Drain Pond (PR) 1.01
17 622+30 - 622+54 (RT) Roadway Fill (WCZ(1)) 0.01 < 0.01
18 653+75 - 655 + 50 (LT) Roadway Fill (WDB) 0.36 0.04
18A -Y18A- 15+00 - 17+50 Roadway Fill (WDD) 0.20 0.10
18B -Y18A- 19+50 18" RCP (SCF) < 0.01 < 0.01 47 10
18B -Y18A- 19+50 18" RCP Pipe Stabil. (SCF) < 0.01 17
19 BRIDGE Bank Stabilization (SCG) < 0.01 < 0.01 10 17
19A BRIDGE Roadway Fill (WDB) 0.03 0.02 0.85
20 662+00 - 671+00 Roadway Fill (WDB) 2.00 0.12
21 689+00 - 691+00 (LT) Roadway Fill (WDF) 0.19 0.02 0.05
22 690+00 - 691+75 (RT) Drain Pond (PU) 0.87
23 692+20 - 703+00 Roadway Fill (WDG(1)) 2.75 0.38 0.26
24 699+00 - 700+00 (LT) Drain Pond (PW) 0.12
25 703+00 - 705+40 Drain Pond (PV) 0.93
26 697+00 -709+00 Roadway Fill (SCL) 0.06 < 0.01 1047 10
26 697+00 -709+00 Culvert Stabilization (SCL) < 0.01 30
SHEET 2 SUBTOTALS***: 6.82 0.39 0.86 0.85 3.40 < 0.01 1834 57 0
NOTES:
*Represents an isolated wetland impact (also non-riparian) NC DEPARTMENT OF TRANSPORTATION
** Represents an isolated wetland impact DIVISION OF HIGHWAYS
***Rounded totals are sum of actual impacts 03/04/2020
WAKE & JOHNSTON
TIP NO.R-2828
WBS NO. 37673.1.TA2
Revised 2018 Feb SHEET 167 OF 171

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)
26A 707+50 Roadway Fill (SCM) 0.01 < 0.01 266 35
26A 707+50 Culvert Stabilization (SCM) < 0.01 65
27 705+75 - 714+00 Roadway Fill (WDH) 2.44 0.03 0.24
28 711+00 - 714+00 (LT) Roadway Fill (SCN) 0.01 < 0.01 156 10
29 726+50 - 728+00 (RT) Drain Pond (PY) 1.40
30 728+00 - 734+50 (RT) Channel Change (SCQ) 0.06 673
31 736+00 Roadway Fill (WDJ, SCQ) 0.38 0.09 0.03 < 0.01 130 58
32 736+70 (LT) - 738+00 (RT) 2 @ 8'x9' RCBC (SCP) 0.07 0.02 379 92
32 736+70 (LT) - 738+00 (RT) Culvert Stabilization (SCP) < 0.01 44
32 736+70 (LT) - 738+00 (RT) Bank Stabilization (SCP) < 0.01 29
33 759+00 (RT) - 759+82 (LT) Roadway Fill (WDM) 0.39 0.03
34 767+65 (RT) Roadway Fill (WDN) < 0.01
35 782+00 (LT) 9'x8' RCBC (SCT) 0.05 < 0.01 441 37
35 782+00 (LT) Culvert Stabilization (SCT) < 0.01 47
35 782+00 (LT) Bank Stabilization (SCT) < 0.01 18
36 782+00 - 787+20 Roadway Fill (WDO) 0.71 < 0.01 0.06
37 785+90 (RT) - 787+70 (LT) 48" RCP (SCV) 0.03 < 0.01 394 20
37 785+90 (RT) - 787+70 (LT) Pipe Stabilization (SCV) < 0.01 37
38 788+00 (LT) Roadway Fill (WDP) < 0.01
39 812+00 - 813+00 (LT) Roadway Fill (W DS) 0.08
40 812+90 - 813+37 (LT) Channel Change (SDB) < 0.01 54
40 813+50 (LT) Channel Change (SDC) < 0.01 93
40A* -Y21- 40+00 (LT) Roadway Fill (W DR) 0.09
40B -Y21- 44+40 (RT) Roadway Fill (SCZ) < 0.01 < 0.01 52 13
SHEET 3 SUBTOTALS***: 4.09 0.03 0.43 1.70 0.03 2878 265 0
NOTES:
*Represents an isolated wetland impact (also non-riparian) NC DEPARTMENT OF TRANSPORTATION
**Represents any non-riparian wetland impact DIVISION OF HIGHWAYS
***Rounded totals are sum of actual impacts 03/04/2020
WAKE & JOHNSTON
TIP NO.R-2828
WBS NO. 37673.1.TA2
Revised 2018 Feb SHEET 168 OF 171

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)
41 813+50 (LT) - 829+50 (RT) Channel Change (SCY) 0.21 0.05 1453 187
41 -Y21- 44+50 (RT) 18" CSP (SCY) < 0.01 58
41 -Y21- 44+50 (RT) Pipe Stabilization (SCY) < 0.01 21
41 829+50 (LT) - 834+00 (RT) Bank Stabilization (SCY) 0.08 283
42 BRIDGE 832+50 (RT) Work Trestle (WDU) 0.02
44 BRIDGE Bridge**** 0.02 0.02 0.54 0.05 238
44 BRIDGE Bank Stabilization 0.01 44
45 841+78 - 843+00 (LT) Roadway Fill (WDV) 0.05 0.03
47 856+50 - 861+50 Roadway Fill (WDV) 0.37 0.05
48 861+40 - 866+30 Work Trestle (WDV) 0.02 < 0.01 0.65
49 867+50 - 868+50 Work Trestle (WDY) < 0.01 0.17
50 876+00 14'X8' RCBC (SDJ) 0.03 < 0.01 318 46
50 876+00 Culvert Stabilization (SDJ) < 0.01 42
50 876+00 Bank Stabilization (SDJ) < 0.01 48
50A 875+50 - 877+00 Roadway Fill (WDZ) 0.56 0.09
51 890+00 42" RCP (SDK) < 0.01 < 0.01 32 10
51 890+00 Pipe Stabilization (SDK) < 0.01 21
51A 890+00 Roadway Fill (WEA) 0.29
52 895+00 60" RCP (SDL) 0.05 < 0.01 588 20
52 895+00 Pipe Stabilization (SDL) < 0.01 39
53 900+50 (LT) - 906+50 (RT) 42" RCP (SDM) 0.05 < 0.01 948 20
53 900+50 (LT) - 906+50 (RT) Pipe Stabilization (SDM) < 0.01 47
54 911+00 (LT) - 913+75 (RT) Roadway Fill (WEC) 1.88 0.10
SHEET 4 SUBTOTALS***: 3.19 0.02 0.27 1.38 0.45 0.10 3942 521 0
NOTES:
*Represents an isolated wetland impact (also non-riparian) NC DEPARTMENT OF TRANSPORTATION
**Represents any non-riparian wetland impact DIVISION OF HIGHWAYS
***Rounded totals are sum of actual impacts 03/04/2020
****Impacts are rounded to the nearest hundreds WAKE & JOHNSTON
TIP NO.R-2828
WBS NO. 37673.1.TA2
Revised 2018 Feb SHEET 169 OF 171

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)
55 914+00 (RT)-918+50 (LT) 2@ 9'x9' RCBC (SDW) 0.12 < 0.01 834 10
55 914+00 (RT)-918+50 (LT) Culvert Stabilization (SDW) < 0.01 18
55 914+00 (RT)-918+50 (LT) Bank Stabilization (SDW) < 0.01 4
56 Y22SLIPRPB 38+50 (LT) Channel Change (SDV) 0.02 < 0.01 518 10
57 -Y22RPB- 25+42 (LT) 54" RCP (SDT) 0.01 < 0.01 113 10
57 -Y22RPB- 25+42 (LT) Pipe Stabilization (SDT) < 0.01 22
57A -Y22RPB- 26+50 (LT) Channel Change (SDS) < 0.01 < 0.01 72 10
58 Y22FLYBD 46+50-47+75 42" RCP (SDT) 0.01 < 0.01 196 20
58 Y22FLYBD 46+50-47+75 Pipe Stabilization (SDT) < 0.01 47
58A Y22FLYCC 123+00-127+0C 54" RCP (SDT) 0.05 < 0.01 485 20
58A Y22FLYCC 123+00-127+0C Pipe Stabilization (SDT) < 0.01 57
59 Y22FLYCC 119+00 (RT) 15" CSP (SDX) < 0.01 17 15
59 Y22FLYCC 119+00 (RT) Pipe Stabilization (SDX) < 0.01 < 0.01 75
59A Y22FLYCC 119+00 (RT) Roadway Fill (WEJ) < 0.01
70 -Y17- 28+50 24" Pipe Stabilization SCB(1) < 0.01 < 0.01 20 10
72 REMOVED Non-Jurisdictional Pond (PAB)
73 Y22FLYBD 34+70 (RT) 30" RCP Extension (SDR) < 0.01 < 0.01 10 10
73 Y22FLYBD 34+70 (RT) Pipe Stabilization (SDR) < 0.01 57
75 Y22FLYCC 34+00-41+00 Bridge (WEC, SDV) 0.03 0.02 1.56 0.01 254
76 Y22FLYCC 143+00 (RT) 42" RCP (WEC, SDO) < 0.01 < 0.01 0.08 < 0.01 1101 10
77 Y22FLYCC 71+00 (615' LT; Roadway Fill (WEY) 0.06
78 REMOVED 60" RCP Pipe Removal (SET)
79 Y22FLYBD 83+00 (LT) 54" RCP (SET) 0.04 < 0.01 563 20
79 Y22FLYBD 83+00 (LT) Pipe Stabilization (SET) < 0.01 44
SHEET 5 SUBTOTALS***: 0.09 0.02 1.56 0.36 0.02 4253 399 0
NOTES:
*Represents an isolated wetland impact (also non-riparian) NC DEPARTMENT OF TRANSPORTATION
**Represents any non-riparian wetland impact DIVISION OF HIGHWAYS
***Rounded totals are sum of actual impacts 03/04/2020
WAKE & JOHNSTON
TIP NO.R-2828
WBS NO. 37673.1.TA2
Revised 2018 Feb SHEET 170 OF 171

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)
80 -Y22FLYBD- 83+50 (RT) Roadway Fill (WEV) 0.03
81 -Y22RPDE- 29+50 (RT) Roadway Fill (WEU) 0.04
82 -Y22FLYBD- 113+30 (RT) HSB Outlet SEH, (WFN(2)) 0.05 < 0.01 10
82 -Y22FLYBD- 113+30 (RT) 12" Pipe Stabil. (SEH) < 0.01 15
82A -Y22SEC2- 382+00 - 386+00 (LT) Channel Change (SEM) 0.04 < 0.01 422 20
83 -Y22SEC2- 396+50 (LT) Channel Change (SEK, WFF) < 0.01 < 0.01 < 0.01 28 13
84 -Y22SEC2- 405+00 (LT) 60" CMP & 72" WSP (SEL) < 0.01 10
84 -Y22SEC2- 405+00 (LT) Pipe Stabilizatoin (SEL) < 0.01 37
85 -Y22SEC2- 416+00 (LT) 30" RCP Pipe Extension (SEV) < 0.01 < 0.01 59 10
85 -Y22SEC2- 416+00 (LT) Pipe Stabilizatoin (SEV) < 0.01 19
87 -Y22SEC2- 474+20 (LT) 42" Pipe (SES) < 0.01 10
87 -Y22SEC2- 474+20 (LT) Pipe Stabilization (SES) < 0.01 10
88 -Y22SEC2 (LT) - 80+00 (LT) 48" RCP (SES) 0.02 < 0.01 244 20
88 -Y22SEC2 (LT) - 80+00 (LT) Pipe Stabilizatoin (SES) < 0.01 30
91 Y22FLYCC 121+30/121+90 (RT) Haul Road (SDQ) 0.01 66
SHEET 1 SUBTOTALS 2.36 < 0.01 0.08 0.16 3.88 0.01 2538 103
SHEET 2 SUBTOTALS 6.82 0.39 0.86 0.85 3.40 < 0.01 1834 57
SHEET 3 SUBTOTALS 4.09 0.03 0.43 1.70 0.03 2878 265
SHEET 4 SUBTOTALS 3.19 0.02 0.27 1.38 0.45 0.10 3942 521
SHEET 5 SUBTOTALS 0.09 0.03 1.56 0.36 0.02 4253 399
TOTALS***: 16.62 < 0.01 0.52 1.79 3.79 9.88 0.20 16309 1504 0
NOTES:
*Represents an isolated wetland impact (also non-riparian) NC DEPARTMENT OF TRANSPORTATION
**Represents any non-riparian wetland impact DIVISION OF HIGHWAYS
***Rounded totals are sum of actual impacts 03/04/2020
WAKE & JOHNSTON
TIP NO.R-2828
WBS NO. 37673.1.TA2
Revised 2018 Feb SHEET 171 OF 171

o' STEVEN & AMANDA KUBERA /
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