20181249 Ver 8_R-2721A Permit Modification Wake Johnston_10252021_20211027

DocuSign Envelope ID:44527C84-0708-49D1-9941-703E259003B0
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER ERIC BOYETTE
GOVERNOR SECRETARY
October 25,2021
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest,NC 27587
ATTN: Mr. Andy Williams,NCDOT Regulatory Coordinator
Subject: Request for Modification of the Phased Section 404 Individual Permit and Section 401
Individual Water Quality Certification,Neuse River Riparian Buffer Authorization,Non-
404 Jurisdictional Wetlands and Waters Permit 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 37673.LTAL
Reference: USACE Section 404 Authorization SAW-2009-02240,issued October 24,2019,modified
February 4, 2020 (with a correction revision issued February 7, 2020), modified April 29,
2020,January 7, 2021, March 19, 2021 and April 20,2021.
NCDWR Water Quality Certification Number 4179 and Neuse River Riparian Buffer
Authorization,issued February 15, 2019,modified January 21,2020(corrected January 30,
2020),April 20,2020,June 1, 2020,December 29,2020,March 9,2021,and April 8,2021.
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: R2721 (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. The North Carolina Division of Water Resources (NCDWR)401
Certification/Buffer Authorization and the United States Army Corps of Engineers(USACE)404
Authorization#SAW-2009-02240 were issued in February and October of 2019.Additionally,NCDOT
received a modified 401 WQC for the Complete 540 Project on January 21, 2020(corrected January 30,
2020),April 20,2020,June 1,2020,December 29, 2020,March 9,2021 and April 8, 2021 from
NCDWR and a revised USACE 404 Authorization#SAW-2009-02240 on February 4,2020 with a
revision issued February 7,2020, and modifications on April 29,2020,January 7,2021,March 19, 2021
and April 20, 2021.
During the construction of the R-2721 A proj ect a portion of wetland stream complex Site 30 was identified
previously as mechanized clearing. The area surrounding the portion of wetland is proposed fill and as
Mailing Address: Location:
NC DEPARTMENT OF TRANSPORTATION Telephone:[phone] 1000 BIRCH RIDGE DRIVE
ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH NC 27610
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598 Website:www.ncdot.gov

DocuSign Envelope ID:44527C84-0708-49D1-9941-703E259003B0
construction is ongoing the fill is currently being brought in. As grading has proceeded following the
clearing and grubbing phase of construction the Design-Build Team is requesting that the area previously
permitted as mechanized clearing be now proposed as permanent fill due to the grades changing slightly
to accommodate the continuing work beyond the clearing and grubbing phase. The wetland impact for
mechanized clearing was previously mitigated for during the original permitting and the entire wetland
around this piece will be filled and is permitted as fill in wetlands. This change will not cause an increase
in the area amount of the wetland being affected. Updated stream and wetland permit drawings that
illustrate the changes are included.
The permanent wetland impact acreage in the Neuse River Basin (HUC 03020201) remains the same at
14.60 acres(which includes 0.02 acres of isolated wetlands)and the permanent wetland impact acreage in
the Cape Fear River Basin (HUC 03030004) remains the same at 0.01 acres. The impacts to isolated
wetlands remain the same at 0.02 acres. The impacts to ponds in the Neuse River Basin remain the same
at 2.15 acres. The permanent stream impacts in the Cape Fear River Basin remain the same at 132 linear
feet (including 53 linear feet of bank stabilization). The permanent stream impacts in the Neuse River
Basin remain the same at 10,623 linear feet (including 1,063 linear feet of bank stabilization). The
temporary stream impacts for the Cape Fear River basin remain the same at 35 linear feet. The temporary
stream impacts for the Neuse River Basin remain the same at 1,346 linear feet.The 0.04 acres of permanent
surface water impacts in the Cape Fear River Basin remained the same. The permanent surface water
impacts in the Neuse River Basin remain the same at 3.21 acres. The Neuse River Basin riparian buffer
impacts remain the same at 1,172,178 square feet.Revised Table 8 has been included to reflect changes in
impacts to R-2721A and illustrate the jurisdictional resources impact. There are no changes to the
mitigation requirements. Changes to impacts are shown in bold font.
We are requesting a modification to the Section 404 Authorization SAW-2019-02240 and the 401 Water
Quality Certification,Number 4179.
Summary of Impacts
Revised Impacts Summary R-2721A
For R-2721A, proposed impacts to jurisdictional areas total 14.61 acres (which includes 0.02 acres of
isolated wetlands) of permanent wetland (riparian and non-riparian) impacts, 10,755 linear feet of
permanent stream impacts(including 1,116 linear feet of bank stabilization), 1,381 linear feet of temporary
stream impacts, 1.93 acres of permanent surface water pond impacts, and 1,172,178 square feet of Neuse
riparian buffer impacts. Additionally,R-2721A has 0.02 acres of isolated wetland impacts and 0.21 acres
of non-404 pond impacts.
The R-2721A permanent wetland impacts remain the same at 14.60 acres in the Neuse River Basin(HUC
03020201) and remain the same in the Cape Fear River Basin(HUC 03030004) at 0.01 acres. However,
the impacts for Site 30 when rounded to two decimal places went from 1.32 acres of fill in wetlands to
1.38 acres of fill in wetlands and the mechanized clearing impacts decreased from 0.12 acres to 0.05 acres.
The discrepancy between the changes is due to rounding not due to any change in impacted area and as
such the total area impacted did not change.
Revised Table 8.R-2721A Wetland Impacts
Permit
Drawing Site NRTR
Number Label Impact Type Wetland Type Permanent Impacts(ac)
1 (Y3DET) WS Fill Riparian 0**
1 (Y3DET) WS Mechanized Clearing Riparian 0**
2(Y3DET) WR Fill Riparian 0**
2(Y3DET) WR Mechanized Clearing Riparian 0**
33 (Y3DET) WAK Fill Riparian 0.06
Page 2 of 5

DocuSign Envelope ID:44527C84-0708-49D1-9941-703E259003B0
Permit
Drawing Site NRTR
Number Label Impact Type Wetland Type Permanent Impacts(ac)
33 (Y3DET) WAK Mechanized Clearing Riparian 0.05
3 WVZ* Fill Non-Riparian <0.01
3 WVZ* Excavation Non-Riparian <0.01
3 WVZ* Mechanized Clearing Non-Riparian <0.01
5 WF Fill Riparian <0.01
5 WF Mechanized Clearing Riparian 0.09
5 WF Excavation Riparian <0.01
5 WF Hand Clearing Riparian 0.03
6 WG Fill Riparian 1.57
6 WG Excavation Riparian 0.04
6 WG Mechanized Clearing Riparian 0.06
6 WG Hand Clearing Riparian 0.18
9 WI Fill Riparian 0.28
9 WI Excavation Riparian 0.00
11 WK Fill Riparian 0.08
11 WK Excavation Riparian 0.03
12 WL Fill Riparian 0.47
12 WL Mechanized Clearing Riparian 0.03
13 WL Fill Riparian 0.17
13 WL Mechanized Clearing Riparian 0.03
15 WR Fill Riparian 1.80
15 WR Excavation Riparian <0.01
15 WR Mechanized Clearing Riparian 0.16
16 WU Excavation Riparian 0.51
16 WU Mechanized Clearing Riparian 0.15
17 WV Fill Riparian 0.10
17 WV Excavation Riparian <0.01
17 WV Mechanized Clearing Riparian 0.02
18 WX Fill Riparian 0.88
18 WX Excavation Riparian 0.01
18 WX Mechanized Clearing Riparian 0.15
19 WY Fill Riparian 0.02
19 WY Excavation Riparian 0.05
19 WY Mechanized Clearing Riparian 0.09
20 WZ Fill Riparian 0.10
20 WZ Excavation Riparian 0.02
20 WZ Mechanized Clearing Riparian 0.08
21 WAB Excavation Riparian <0.01
21 WAB Mechanized Clearing Riparian 0.02
23 WAB Excavation Riparian 0.00
23 WAB Mechanized Clearing Riparian 0.01
24 WAC Fill Riparian 1.25
24 WAC Excavation Riparian 0.05
24 WAC Mechanized Clearing Riparian 0.08
26 WAE Fill Riparian 1.25
26 WAE Mechanized Clearing Riparian 0.15
27 WAE Mechanized Clearing Riparian <0.01
Page 3 of 5

DocuSign Envelope ID:44527C84-0708-49D1-9941-703E259003Bo
Permit
Drawing Site NRTR
Number Label Impact Type Wetland Type Permanent Impacts(ac)
28 WAF Fill Riparian 0.00
28 WAF Mechanized Clearing Riparian <0.01
30 WAF Fill Riparian 1.38 1.32
30 WAF Mechanized Clearing Riparian 0.05(0.12)
31 WAL Fill Riparian 0.20
32 WAM Fill Riparian 0.03
32 WAM Mechanized Clearing Riparian 0.01
33 WAK Fill Riparian 0.25
33 WAK Excavation Riparian 0.05
33 WAK Mechanized Clearing Riparian 0.08
34 WAK Fill Riparian 0.11
34 WAK Excavation Riparian 0.01
34 WAK Mechanized Clearing Riparian 0.07
35 WAI Fill Riparian <0.01
35 WAI Excavation Riparian <0.01
35 WAI Mechanized Clearing Riparian <0.01
37 WAO 1 Fill Riparian 0.20
37 WAO 1 Excavation Riparian 0.03
37 WAO(1) Mechanized Clearing Riparian 0.09
38 WAO(2) Fill Riparian 0.30
38 WAO 2 Excavation Riparian 0.01
38 WAO 2 Mechanized Clearing Riparian 0.05
39 WAQ Fill Riparian 0.19
39 WAQ Excavation Riparian <0.01
39 WAQ Mechanized Clearing Riparian 0.09
40 WAQ Fill Riparian 0.24
40 WAQ Excavation Riparian <0.01
40 WAQ Mechanized Clearing Riparian 0.06
42 WS Fill Riparian 0.03
42 WS Mechanized Clearing Riparian 0.13
42 WS Hand Clearing Riparian 0.16
43 WS Fill Riparian 0.17
43 WS Mechanized Clearing Riparian 0.06
44 WS Mechanized Clearing Riparian 0.02
44 WT Mechanized Clearing Riparian <0.01
46 WAG Fill Riparian 0.07
46 WAG Mechanized Clearing Riparian 0.07
47 WAH Fill Riparian 0.06
47 WAH Mechanized Clearing Riparian 0.03
48 WAJ Fill Riparian 0.08
Total Riparian Impacts
HUC 03020201: 14.58
Total Non-Riparian Impacts
HUC 03030004: 0.01
*Impacts in HUC 03030004, **Impacts were removed in previous permit modification packages. Bolded impact
amounts represent a change with the original amount in parenthesis from the modified 404(SAW-2009-02240)issued
on February 7,2020 and the modified 401 WQC(4179)issued January 30,2020.
Page 4 of 5

DocuSign Envelope ID:44527C84-0708-49D1-9941-703E259003B0
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, Neuse Riparian Buffer Authorization, and Non-404 Jurisdictional Wetlands
and Waters Permit (IWGP10000) from NCDWR. We are providing this application to NCDEQ, for their
approval. Authorization to debit the $570.00 Permit Modification Fee from TIP No. R-2721/WBS
37673.LTA1 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 hops://xfer.services.ncdot.gov//pdea/PepRApps/
Thank you for your assistance with this project. If you have any questions or need additional information,
please contact Deanna Riffey at driffeykncdot.gov or 919-707-6151.
Sincerely,
�:80ADB98414FO
ocuSigned by:
E
L�PiL �OGWPIGP
...
Rodger Rochelle,P.E.
North Carolina Turnpike Authority
Chief Engineer
cc:NCDOT Permit Application Standard Distribution List
Page 5 of 5

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3 TYPE OF WORK: DESIGN—BUILD AS SPECIFIED IN THE SCOPE OF WORK
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BEGIN TIP PROJECT R-2721B h��p OR /W ACQUISITION
BEGIN TIP PROJECT R 2721A SITE 13 G/� DO... LL SIGNATURES COMPLETED
-LI STA. 16 +50.00 -L STA. 240 0 + 00.00 UNLESS ALL SIGNATURES COMPLETED
SITE 7 SITE 14, SITE 49, 50
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SITE 6 D 7Sta.89
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O� SITE 41 SITE 5 5 "GS / SITE 37
SITE 29
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CI` SITE 9 SITE 15 _Y5_ SITE 28
> Q PROPOSED TRAFFIC SIGNAL SITE 18 SR 1152
w N SITE 10 (ROLL SPRINGS RD) Z° SITE 26 27
V NOTES: SITE 42, 43, 44 18A SITE 19 SITE 25 O` '"� IBRANCH
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF APEX AND THE TOWN OF HOLLY SPRINGS. SITE 45 46 47
CL THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. / /
• • CLEARING AND GRUBBING ON THIS PROJECT WILL BE METHOD III. SITE 22, 23 SITE 24 l•;j GannettFieming rol pua ss
/ &cell....Delivered A,P—is.d
o HYDRAULICS ENGINEER
GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Prepared for the Office of:
ADT 2020 = 22,800 DIVISION OF HIGHWAYS
i 50' 25' 0 50' 100' �aORt
a ADT 2040 = 49,200 LENGTH ROADWAY TIP PROJECT R-2721A = 4.311 Miles 1000 Birch Ridge Dr.,Raleigh NC,27670
PLANS D = 65 % LENGTH STRUCTURES = 0.159 Miles* < ®�
i T = 11 % * TOTAL LENGTH TIP PROJECT R-2721A = 4.470 Miles 2018 STANDARD SPECIFICATIONS SIGNATURE: o o
0 50' 25' 0 50' 100, s z
a V = 75 MPH *LENGTH BASED ON EB BRIDGES RIGHT OF WAY DATE: THOMAS K. GOODWIN, PE ROADWAY DESIGN �A
' * TTST = 4% DUAL 7%N April 16,2019 PROJECT ENGINEER ENGINEER� PROFILE (HORIZONTAL)
c) O 10, 5' 0 10, 20' FUNC CLASS = FREEWAY JERRY P. PAGE. PE OF YfleNgt
0 N� NCDOT CONTACT. RODGER ROCHELLE, PE LETTING DATE: PROJECT DESIGN ENGINEER
000�> V STATEWIDE TIER CHIEF ENGINEER, AUTHOR
PROFILE (VERTICAL) DELIVERY April 16,2019 P.E.
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DocuSign Envelope ID:44527C84-0708-49D1-9941-703E259003B0
Permit Drawing Package Last Revised on 9/15/2021
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 Excavation in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands In Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 19+20 to 19+73-L1-LT CULVERT <0.01 10 13
BANK STABILIZATION <0.01 <0.01 33
3 15+18 to 15+46-LREV-LT 15"PIPE/24"CSP <0.01 <0.01 <0.01
4 40+78 to 41+92-LREV-RT ROADWAY FILL 0.02
POND 0.21
5 48+91 to 49+79-LREV-RT ROADWAY FILL <0.01 <0.01 0.09 0.03
6 51+87 to 57+80-LREV- 48"RCP 1.57 0.04 0.06 0.18 0.02 <0.01 463 45
7 59+46 to 60+07-LREV- 30"RCP <0.01 <0.01 372 16
8 66+34 to 79+65-LREV- ROADWAY FILL 0.20 0.05 1945 551
STABILIZATION <0.01 64
9 67+37 to 70+18-LREV-LT ROADWAY FILL 0.28
10 70+17 to 71+41-LREV- 30"RCP <0.01 <0.01 250 10
STABILIZATION <0.01 9
11 72+71 to 73+27-LREV-LT ROADWAY FILL 0.08 0.03
12 78+80 to 81+30-LREV- ROADWAY FILL 0.47 0.03
13 81+19 to 82+63-L-LT ROADWAY FILL 0.17 0.03
14 83+13 to 83+46-LREV- BANK STABILIZATION <0.01 <0.01 57 10
14A 84+63 to 85+49-LREV-LT ROADWAY FILL 0.01 <0.01 237 29
15 85+31 to 90+05-L- ROADWAY FILL 1.80 <0.01 0.16
16 108+15 to 110+35-L- ROADWAY FILL 0.51 0.15
17 115+52 to 116+14-L-RT ROADWAY FILL 0.10 <0.01 0.02
18 125+08 to 127+71 L-L 1 @6'x8'RCBC 0.88 0.01 0.15 0.01 <0.01 271 82
STABILIZATION <0.01 81
TOTALS*: 5.39 0.60 0.69 0.21 0.50 0.07 3792 756 0
*Rounded totals are sum of actual impacts
NOTES:
Site 2:Removed NC DEPARTMENT OF TRANSPORTATION
Site 4:Wetland considered Isolated DIVISION OF HIGHWAYS
Site 5:Wetland Total Take 9/15/2021
Site 9:Wetland Total Take
WAKE COUNTY
Site 16:Wetland Total Take R-2721
6.401078
SHEET 115 OF 119

DocuSign Envelope ID:44527C84-0708-49D1-9941-703E259003B0
Permit Drawing Package Last Revised on 9/15/2021
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 Excavation in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands In Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
18a 125+31 to 125+85-L- ROADWAY FILL <0.01 91
19 140+59 to 142+46-L- 1 @6'x8'RCBC 0.02 0.05 0.09 0.04 <0.01 331 93
STABILIZATION 0.01 121
20 146+70 to 147+85-L- 1 @6'x8'RCBC 0.10 0.02 0.08 0.01 <0.01 249 76
STABILIZATION <0.01 92
21 146+88 to 147+06-L-LT ROADWAY FILL <0.01 0.02
22 148+36 to 149+02-L-RT 30"RCP <0.01 <0.01 70 15
23 148+41 to 149+02-L-RT ROADWAY FILL 0.01
24 149+09 to 155+85-L- ROADWAY FILL 1.25 0.05 0.08
25 162+84 to 164+50-L-RT POND 0.40
26 165+94 to 168+54-L- ROADWAY FILL 1.25 0.09
STABILIZATION 0.06
27 168+51 to 169+40-L- 2@9'x8'RCBC <0.01 0.05 <0.01 311 39
STABILIZATION 0.02 120
28 172+97 to 173+41-L-RT ROADWAY FILL <0.01
29 173+60 to 176+39-L-LT POND 1.53
30 174+63 to 181+12-L- ROADWAY FILL 1.38 0.05 0.01 <0.01 257 4
31 193+15 to 197+24-L- ROADWAY FILL 0.20 0.04 871
32 199+29 to 199+93-L-LT ROADWAY FILL 0.03 0.01
33 47+12 to 48+74-Y5-LT(SAA) 66"RCP 0.25 0.05 0.08 <0.01 <0.01 251 18
34 23+30 to 24+76-Y5RPB-LT 24"RCP 0.11 0.01 0.07 <0.01 <0.01 28 10
35 47+58 to 49+64-Y5-RT(SAA,SAB) ROADWAY FILL 0.04 <0.01 332 24
STABILIZATION <0.01 34
35 197+97 to 200+02-L-LT(SAA)i ROADWAY FILL I 1 0.04 <0.01 1 260 1 40
TOTALS": 4.58 0.18 0.65 2.22 0.03 1 3418 1 319 0
`Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
9/15/2021
WAKE COUNTY
R-2721
6.401078
SHEET 116 OF 119

DocuSign Envelope ID:44527C84-0708-49D1-9941-703E259003B0
Permit Drawing Package Last Revised on 9/15/2021
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Excavation in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands In Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
35 201+82 to 202+45-L-LT(SAA) ROADWAY FILL <0.01 <0.01 62 12
35 50+01-Y5-to 15+32-Y5A-(SAB) ROADWAY FILL/48"RCP <0.01 <0.01 <0.01 0.04 <0.01 941 20
STABILIZATION <0.01 44
36 202+26 to 206+22-L- 3@9'x8'RCBC 0.22 0.02 954 104
STABILIZATION 0.03 94
37 202+42 to 205+59-L-RT ROADWAY FILL 0.20 0.03 0.09
38 209+59 to 211+77-L- 42"RCP 0.30 0.01 0.05 0.01 <0.01 239 10
STABILIZATION <0.01 25
39 225+15 to 226+55-L- 42"RCP 0.19 <0.01 0.09 <0.01 <0.01 358 11
STABILIZATION <0.01 18
40 225+72 to 227+98-L- ROADWAY FILL 0.24 <0.01 0.06
41 29+93 to 30+17-Y1-RT 48"RCP <0.01 <0.01 56 10
42 12+90 to15+00-Y3-LT ROADWAY FILL 0.03 0.13 0.16
43 11+86 to 15+02-Y3-RT ROADWAY FILL 0.17 0.06
44 15+05 to 16+36-Y3- 4@12'x8'RCBC 0.03 0.03 58 61
15+05 to 15+36-Y3-(WS) STABILIZATION 0.02 0.07 123
16+27 to 16+36-Y3-(WT) STABILIZATION <0.01
45 15+60 to 16+27-Y5- 2@9'x8'RCBC 0.04 <0.01 211 34
STABILIZATION 0.03 100
46 16+20 to 18+23-Y5-LT ROADWAY FILL 0.07 0.07
47 17+25 to 18+39-Y5-RT ROADWAY FILL 0.06 0.03
48 50+12 to 51+25-Y5-LT ROADWAY FILL 0.08
49 68+06 to 68+58-Y5- 2@7'x8'RCBC <0.01 <0.01 20 26
STABILIZATION 1 1 0.02 1 81
TOTALS': 1.36 0.06 0.63 0.16 1 0.51 0.08 3384 1 288 0
"Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
9/15/2021
WAKE COUNTY
R-2721
6.401078
SHEET 117 OF 119

DocuSign Envelope ID:44527C84-0708-49D1-9941-703E259003B0
Permit Drawing Package Last Revised on 9/15/2021
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 Excavation in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size/Type Wetlands In Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
50 68+54 to 69+62-Y5-LT ROADWAY FILL <0.01 <0.01 128 6
51 29+06 to 29+15-Y1-LT RIP RAP <0.01 13
52 47+74 to 47+85-Y1-RT STABILIZATION <0.01 <0.01 20 12
TOTAL PAGE 118 0.01 <0.01 161 18
TOTAL PAGE 115 5.39 0.60 0.69 0.21 0.50 0.07 3792 756
TOTAL PAGE 116 4.58 0.18 0.65 2.22 0.03 3418 319
TOTAL PAGE 117 1.36 0.06 0.63 0.16 0.51 0.08 3384 288
TOTALS": 11.33 0.84 1.97 0.36 3.25 0.18 10755 1381 0
"Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
9/15/2021
WAKE COUNTY
R-2721
6.401078
SHEET 118 OF 119