R-2828_Modification Application Package_Wake_Johnston_01092023.pdf

DocuSign Envelope ID:A3F59E57-4208-47E2-AF59-21 CD1 C4A1 FEB
STATE
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPF,R J.ERTC BOYF,TTF,
GOVERNOR SECRETARY
January 9, 2023
U.S. Army Corps of Engineers NCDEQ Water Resources
Raleigh Regulatory Field Office 1611 Mail Service Center
3331 Heritage Trade Drive, Suite 105 Raleigh,NC 27699-1611
Wake Forest,NC 27587
ATTN: Mr. Eric Alsmeyer and Mr. Rob Ridings
Subject: Request for Modification of the Phased Section 404 individual Permit and
Section 401 individual Water Quality Certification,Neuse River Riparian
Buffer Authorization 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 35516.1.TA I.
Reference: USACE Section 404 Authorization SAW-2009-02240, issued October 24, 2019,
modified February 4, 2020 (corrected revision issued February 7, 2020)
modified April 29, 2020, January 7, 2021, March 19, 2021, March 3, 2022, July
1, 2022, and September 13, 2022.
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, March 9, 2021, April 8,
2021,November 1, 2021, May 18, 2022, and July 22, 2022.
Dear Sirs:
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 amodified 401 WQC for the Complete 540 Project on January 30, 2020, April 23,2020,
June 1, 2020, December 29, 2020, March 9, 2021, April 8, 2021, November 1, 2021, May 18,
2022, and July 22, 2022 from the NC Division of Water Resources (NCDWR) and a modified
Mailing Address.-
NC DFPARTMRNT OF TRANSPORTATION TRLRPTTONR: 919-707-2700 Loration7
TTTRNPIKF AITTHORITY FAX.' 919-715-551 1 SOTTH WMMTNGTON S'TRRFT
157E MAM SRR VTCR CRNTRR Customer,4ervire-1-R77-36R496R RAT.FTCu NC,27601
RAT.FTru NC 27699-157A
WR85TTR:NcwT.C.ov

DocuSign Envelope ID:A3F59E57-4208-47E2-AF59-21 CD1 C4A1 FEB
Department of the Army authorization#SAW-2009-02240 on February 4, 2020 (revision issued
on February 7, 2020), April 29, 2020, January 7, 2021, March 19, 2021, March 3, 2022, July 1,
2022, and September 13, 2022.
This letter is a request for a modification to the R-2828 section of the Complete 540 project that
will add impacts at two new sites (Site 92 and Site 93) for the demolition and removal of two
US 70 flyover bridges over 1-40. The bridges will be removed sequentially, so work will not be
happening on the two bridges concurrently. First the end bents will be demolished using
excavators and hydraulic hammers. Then the span deck will be removed with excavators and
hydraulic hammers,working along each span. Once all the spans are demolished, girders of each
span will be removed using cranes that are only placed in upland areas. Interior bents, end bents
and slope protection demolition will be completed using excavators and hydraulic hammers(see
attached Demolition Plans for more details).
Protective fencing will be installed around the jurisdictional areas, clearly delineating the areas
that are permitted for impacts. Temporary wetland impacts are needed for the demolition
material that will fall into the jurisdictional areas. Equipment can access the bridges from either
side of the jurisdictional features, so there is no need for equipment crossings.
The preferred demolition process will consist of using a hydraulic hammer attached to an
excavator to remove the deck from the bridge while the machine is located on the bridge deck.
Small pieces of concrete are expected to fall from the deck to the ground below. Prior to
demolition,protective measures for the jurisdictional resources will be employed. First, any trees
in the area under the bridge will be cleared,but not grubbed. A layer of geotextile fabric will be
placed under the width of bridge plus 10-feet outside of drip edge and between the buffer limits
to protect wetlands (WEL and WEK). At the stream crossing(SDS), crane mats will be installed
from bank to bank, thereby not impacting flow or the stream channel. Fabric will be placed on
the mats located over the stream as well,to prevent material and debris from falling into the flow
line of the stream. Then an additional layer of crane mats will be placed on top of the fabric for
added protection. Straw bales will be placed along the edges of the mats to inhibit material from
rolling off once debris has fallen.
The entire span of bridge structure, concrete deck and beams will be removed before demolition
debris and protection materials are gathered for removal from site for safety reasons. In the event
too much demolition material accumulates on the mats, and there is potential for rubble to spread
into the stream and surrounding riparian area, the demolition process will be paused, and
concrete cleared from the mats, before the demolition process can proceed. The demolition
process is estimated to take two weeks.
Once all non-native materials have been removed the areas previously cleared and matted will
be replanted. Riparian seed, wetland seed, coir fiber matting and live stakes will be placed as
needed in the impacted areas, as per NCDOT guidelines (see
https://connect.ncdot.gov/resources/roadside/Pages/Soil-Water.aspx for details).

DocuSign Envelope ID:A3F59E57-4208-47E2-AF59-21 CD1 C4A1 FEB
Avoidance/Minimization
The standard bridge removal process is to saw cut and lift the slabs out for removal. However,
these structures were built in 2007 and used a different construction method from older bridges.
This newer construction method used steel beams with shear studs that are bonded to the deck
and sawing the sections for removal would not work. The only method of releasing this bond is
to use a hydraulic hammer. By this method,the dropped slabs would be broken up on the ground.
It was anticipated that this process would have the potential to cause significant and extensive
damage to the surrounding jurisdictional features.
The permanent stream impact previously permitted at Site 57 will also be utilized as the
temporary crossing of Stream SDT needed to facilitate the bridge removal to avoid additional
stream and buffer impacts.
Jurisdictional impacts
The proposed activity requires the addition of temporary fill in wetlands and temporary stream
impacts in the Neuse River Basin (HUC 03020201), as detailed below. included in this package
are updated drawings for Site 92 and 93 (Permit Sheets 1, 128, 129, 130, 131 of 171), updated
permit summary sheets 166 through 171 of 171, and updated buffer drawings (Buffer Sheets 1
and 24 of 42)and updated buffer summary sheets 37 through 42 of 42. Per directive of NCDWR,
the buffer impacts are considered temporary, and no mitigation is required.
Permit Site 92:
The proposed impacts to Site 92 (WEL and SDS) are associated with the removal of the
eastbound flyover ramp and are described below. Temporary buffer impacts are listed for
informational purposes only:
• Permit Site 92 (Permit Drawing 128, 129, 130, and 131 of 171, Plan Sheet 33 and 33A)
o Limited area of temporary fill:
■ increase of 0.05 acre of temporary fill in wetland impact.
■ increase of 92 linear feet of temporary stream impact.
• Buffer Site 92 (Buffer Drawing 24 of 42, Plan Sheet 33)
o Temporary buffer impacts
■ increase of 4,979 square feet of buffer zone 1 impacts
■ increase of 3,158 square feet of buffer zone 2 impacts
Permit Site 93:
The proposed impacts to Site 93 (WEK and SDS) are associated with the removal of the
westbound flyover ramp and are described below. Temporary buffer impacts are listed for
informational purposes only:
• Permit Site 93 (Permit Drawing 128, 129, 130, and 131 of 171, Plan Sheet 33 and 33A)
o Limited area of temporary fill:
■ increase of<0.01 acre of temporary fill in wetland impact.

DocuSign Envelope ID:A3F59E57-4208-47E2-AF59-21 CD1 C4A1 FEB
■ increase of 35 linear feet of temporary stream impact.
• Buffer Site 93 (Buffer Drawing 24 of 42, Plan Sheet 33)
o Temporary buffer impacts
■ increase of 2,495 square feet of buffer zone 1 impacts
■ increase of 3,071 square feet of buffer zone 2 impacts
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 Im acts
Riparian Non- Riparian
Wetlands Riparian Isolated Isolated Streams (if) Buffer
Temp./ Wetlands Wetlands Ponds Ponds Zone 1/2
Perm. Perm. (ac) (ac) Structure*
(ac) (ac) Perm. Temp. Stab.
4.85 / 0.07 0.25 8.32 n/a 16,842 1,829 2,065 2,609,814/
19.55 830,157
*Structure stabilization is pipe, culvert, and bank stabilization.
Compensatory Mitigation
NCDOT has requested wetland mitigation for R-2828 from NCDMS for 19.56 acres of wetland
impacts. As this modification is for an increase in temporary wetland impacts, we are not
proposing any additional wetland mitigation. Additionally, riparian buffer impacts will be
limited to clearing with no grubbing. Therefore, the buffer impacts are considered temporary,
and no mitigation is required.
REGULATORY APPROVALS
Section 404: We are requesting amodification 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 and the Neuse Riparian Buffer Authorization. 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 35516.1.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/

DocuSign Envelope ID:A3F59E57-4208-47E2-AF59-21 CD1 C4A1 FEB
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,
EDo��S�
F33D97B5AFE34BE...
Dennis Jernigan, P.E.
North Carolina Turnpike Authority
Interim Chief Engineer
cc: NCDOT Permit Application Standard Distribution List

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Permit Drawing Package
Last Revised on 02/24/20
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) 0.161
2 505+24, 505+63 (LT) 9'x8' RCBC (SBP) 0.03 0.002 519.00 20.000
2 505+24, 505+63 (LT) 9'x8' RCBC Pipe Stabil. (SBP) 0.01 95.00
3 506+50 (RT) 42" RCP(WCE(1),WCE(2),SBR) 0.546 0.007 0.00 0.000 90.00 10.000
3 506+50 (RT) 42" RCP Pipe Stabilization (SBR) 0.00 35.00
4 508+50 (LT)- 511+70 (RT) Drain Pond (PM) 1.57
5** 508+60-515+40 (RT) RDWY Fill (WCF) / Stream (SBR) 0.033 0.03 462.00
6 512+15 (LT) RDWY Fill (WCH) / Stream (SBU) 0.018 0.009 0.035 0.02 0.004 173.00 33.000
7 515+32 (LT) - 520+00 (LT) RDWY Fill (WCI) / Stream (SBS) 0.673 0.067 0.054 0.00 27.00
8 529+75 - 531+00 (RT) Roadway Fill (WCJ) 0.118 0.010
9 545+63 - 548+40 Roadway Fill (WCL) 0.220
10 548+68 (LT)-549+40 (RT) 6'x8' RCBC (SBY, WCM) 0.003 0.05 0.002 485.00 18.000
10 548+68 (LT)-549+40 (RT) Culvert Stabilization (SBY) 0.01 77.00
10 548+68 (LT)-549+40 (RT) Bank Stabilization (SBY) 0.00 14.00
11 557+67 (RT)-559+60 (LT) 9'x8' RCBC (WCQ, SBX) 0.077 0.043 0.08 0.004 484.00 22.000
11 557+67 (RT)-559+60 (LT) 9'x8' RCBC Culvert Stabil. (SBX) 0.01 70.00
11 557+67 (RT)-559+60 (LT) Bank Stabilization (SBX) 0.00 7.00
12 558+00 (RT) Roadway Fill (WCR) 0.055
13 Ramp Quad C (-Y17-) Drain Pond (PN) 1.04
13 Ramp Quad C (-Y17-) Roadway Fill (WCV) 0.020 0.005
13** Ramp Quad C (-Y17-) Roadway Fill (WCW) 0.043
13A Ramp Quad A (-Y17-) Drain Pond (PP) 1.01
13A Ramp Quad A (-Y17-) Roadway Fill WCZ(2) 0.400 0.001
SHEET 1 SUBTOTALS***: 2.36 0.00 0.08 0.16 0.00 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-2 8 2 8
WBS NO. 37673.1.TA2
Revised 2018 Feb SHEET 166 OF 171

Permit Drawing Package
Last Revised on 02/24/20
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)) 1.284 0.271
14 609+07 (LT)-610+38 (RT) 10'x8' RCBC (SCC) 0.02 0.001 322.00 10.000
14 609+07 (LT)-610+38 (RT) Culvert Stabilization (SCC) 0.01 78.00
14 609+07 (LT)-610+38 (RT) 10'x8' RCBC (SCK) 0.02 0.001 257.00 10.000
14 609+07 (LT)-610+38 (RT) Culvert Stabilization (SCK) 0.00 26.00
15 616+50 (RT) Drain Pond PQ, WCZ(2) 0.35
15A 616+50 (RT) Energy Dissipator (WCZ(2) 0.000 0.002
16 618+00 (RT) Drain Pond (PR) 1.01
17 622+30 - 622+54 (RT) Roadway Fill (WCZ(1)) 0.014 0.005
18 653+75 - 655 + 50 (LT) Roadway Fill (WDB) 0.356 0.037
18A -Y18A- 15+00 - 17+50 Roadway Fill (WDD) 0.196 0.096
18B -Y18A- 19+50 18" RCP (SCF) 0.01 0.001 47.00 10.000
18B -Y18A- 19+50 18" RCP Pipe Stabil. (SCF) 0.01 17.00
19 BRIDGE Bank Stabilization (SCG) 0.00 0.003 10.00 17.000
19A BRIDGE Roadway Fill (WDB) 0.033 0.020 0.853
20 662+00 - 671+00 Roadway Fill (WDB) 2.000 0.117
21 689+00 - 691+00 (LT) Roadway Fill (WDF) 0.186 0.018 0.049
22 690+00 - 691+75 (RT) Drain Pond (PU) 0.87
23 692+20 - 703+00 Roadway Fill (WDG(1)) 2.754 0.375 0.261
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 0.001 1047.00 10.000
26 697+00 -709+00 Culvert Stabilization (SCL) 0.00 30.00
SHEET 2 SUBTOTALS***: 6.823 0.000 0.394 0.858 0.853 3.404 0.007 1834.000 57.000 0.000
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

Permit Drawing Package
Last Revised on 02/16/21
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 0.002 266.00 35.000
26A 707+50 Culvert Stabilization (SCM) 0.00 65.00
27 705+75 - 714+00 Roadway Fill (WDH) 2.443 0.030 0.236
28 711+00 - 714+00 (LT) Roadway Fill (SCN) 0.01 0.001 156.00 10.000
29 726+50 - 728+00 (RT) Drain Pond (PY) 1.40
30 728+00 - 734+50 (RT) Channel Change (SCQ) 0.06 673.00
31 736+00 Roadway Fill (WDJ, SCQ) 0.375 0.092 0.03 0.007 130.00 58.000
32 736+70 (LT) - 738+00 (RT) 2 @ 8'x9' RCBC (SCP) 0.07 0.016 379.00 92.000
32 736+70 (LT) - 738+00 (RT) Culvert Stabilization (SCP) 0.01 44.00
32 736+70 (LT) - 738+00 (RT) Bank Stabilization (SCP) 0.00 29.00
33 759+00 (RT) - 759+82 (LT) Roadway Fill (WDM) 0.392 0.030
34 767+65 (RT) Roadway Fill (WDN) 0.001
35 782+00 (LT) 9'x8' RCBC (SCT) 0.05 0.004 441.00 37.000
35 782+00 (LT) Culvert Stabilization (SCT) 0.01 47.00
35 782+00 (LT) Bank Stabilization (SCT) 0.00 18.00
36 782+00 - 787+20 Roadway Fill (WDO) 0.707 0.002 0.060
37 785+90 (RT) - 787+70 (LT) 48" RCP (SCV) 0.03 0.003 394.00 20.000
37 785+90 (RT) - 787+70 (LT) Pipe Stabilization (SCV) 0.00 37.00
38 788+00 (LT) Roadway Fill (WDP) 0.006
39 812+00 - 813+00 (LT) Roadway Fill (WDS) 0.080
40 812+90 - 813+37 (LT) Channel Change (SDB) 0.01 54.00
40 813+50 (LT) Channel Change (SDC) 0.01 93.00
40A* -Y21- 40+00 (LT) Roadway Fill (WDR) 0.091
40B -Y21- 44+40 (RT) Roadway Fill (SCZ) 0.00 0.001 52.00 13.000
SHEET 3 SUBTOTALS***: 4.09 0.00 0.03 0.43 0.00 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

Permit Drawing Package
Last Revised on 04/15/21
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 0.046 1453.00 187.000
41 -Y21- 44+50 (RT) 18" CSP (SCY) 0.00 58.00
41 -Y21- 44+50 (RT) Pipe Stabilization (SCY) 0.00 21.00
41 829+50 (LT) - 834+00 (RT) Bank Stabilization (SCY) 0.08 283.00
42 BRIDGE 832+50 (RT) Work Trestle (WDU) 0.024
44 BRIDGE Bridge**** 0.019 0.015 0.536 0.049 238.000
44 BRIDGE Bank Stabilization 0.01 44.00
45 841+78 - 843+00 (LT) Roadway Fill (W DV) 0.048 0.031
47 856+50 - 861+50 Roadway Fill (W DV) 0.366 0.051
48 861+40 - 866+30 Work Trestle (W DV) 0.019 0.006 0.650
49 867+50 - 868+50 Work Trestle (WDY) 0.002 0.170
50 876+00 14'X8' RCBC (SDJ) 0.03 0.003 318.00 46.000
50 876+00 Culvert Stabilization (SDJ) 0.00 42.00
50 876+00 Bank Stabilization (SDJ) 0.00 48.00
50A 875+50 - 877+00 Roadway Fill (WDZ) 0.564 0.088
51 890+00 42" RCP (SDK) 0.00 0.001 32.00 10.000
51 890+00 Pipe Stabilization (SDK) 0.00 21.00
51A 890+00 Roadway Fill (WEA) 0.290
52 895+00 60" RCP (SDL) 0.05 0.002 588.00 20.000
52 895+00 Pipe Stabilization (SDL) 0.00 39.00
53 900+50 (LT) - 906+50 (RT) 42" RCP (SDM) 0.05 0.001 948.00 20.000
53 900+50 (LT) - 906+50 (RT) Pipe Stabilization (SDM) 0.00 47.00
54 911+00 (LT) - 913+75 (RT) Roadway Fill (WEC) 1.879 0.097
SHEET 4 SUBTOTALS*: 3.19 0.00 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 02/ 18/ 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

Permit Drawing Package
WETLAND AND S U RACE WATER IMPACTS SUMMARY Last Revised on 02/24/20
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+0 54" RCP (SDT) 0.05 < 0.01 485 20
58A Y22FLYCC 123+00-127+OC 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 < 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 (W EC, 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 1 Y22FLYBD 83+00 (LT) Pipe Stabilization (SET) < 0.01 1 44
SHEET 5 SUBTOTALS***: 0.09 0.03 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-2 8 2 8
WBS NO. 37673.1.TA2
Revised 2018 Feb SHEET 170 OF 171

Permit Drawing Package
Last Revised on 01/05/23
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
92 Y22RPB 23+65/24+85 (LT) Ex. Piers & Bridge Demolition (WEL, SDS) 0.05 < 0.01 92
93 Y22RPB 26+27 (LT) Ex. Piers & Bridge Demolition (WEK, SDS) < 0.01 < 0.01 35
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 1 0.10 1 3942 521
SHEET 5 SUBTOTALS 0.09 1 0.03 1 1.56 0.36 0.02 4253 399
TOTALS***: 16.62 0.05 0.52 1.79 3.79 9.88 0.21 16309 1 1631 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

AIS
8TAT6 STATE PRO88CT REFERENCE N0. BFNOT
STATE OF NORTH CAROL INA .C. I
° - �- R-2 82 8
DIVISION OF HIGHWAYS
�. b
35516.3.GV1 NHP-0540 043 DESIGN-BUILD
s 35516.2.3 NHP-0540 043 WW
s 35516.2.TA1 NHP-0540 043 WW
N - - WAIVE & JOHNS TON COUNTY
Permit Drawing Package
TRIANGLE EXPRESSWAY. SOUTHEAST EXTENSION FROM Last Revised on 01/05/23
W EAST OF US 401 TO EAST OF I-40
BEGIN END >� END TIP PROJECT R-2828
PRO ECT PRO ECT DESIGN-BUILD AS SPECIFIED IN THE SCOPE ^`o
�END CONSTRUCTION
K OF WOR CONTAINED IN THE REQUEST FOR x. L—STA. 968+50.00
PROPOSALS BEGIN CONSTRUCTION ` A \
-Y22-STA.382+01.19 7Y22-
2
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SITE#83 r`Oi
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SITE#73 ro
• PACKAGE R-2828 -Y22B-SITE#57A&93 ° I-540
an NEW BETHEL �a
DATE: JANUARY 05, 2023 1 CHURCH RD. SITE#57&92
VICINITY MAP (NOT TO SCALE) SITE#58 T�
SITE#91 SF
SITE#58A n 63
END TIP PROJECT R-2721B SITE#55 co 52
SITE#56 SA
BEGIN TIP PROJECT R-2828 10 ° 50
BEGIN CONSTRUCTION i SITE#53
-I- STA. 500+00.00 SITE#52 ,yti
SITE#51 $ITE 82
SITE#11 -Y17- q9 E#90
SR 1006
SITE#10 OLD STAGE SWIFT "�� TE!�
o RD. CREEKry�i SITE# 9 8
SITE#46 01
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t) SITE#6 PANTHER o SITE#44 SITE#50 y SITE#88
-40
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a SOUTHERN 1 SITE#19 }.
6 X -Y22- STA.497+92.36
RAILROAD �, e r LITTLE CREEK SITE#25 SITE#72 RD SON `� SITE#76
co a 5 �. `r2 r w SITE#26Aco SITE#32 vs 2`' SITE#75
4 is - SITE#42 SITE#74
HOLLY SPRIN )_ 16_ I-540 M rg -Y20- b
N BUFFAL
S 2723 r / 18 I-540 JORDAN CREEK O Z SITE#41
N FANNY BROWN 19 RD•
RD. SITE#13 VNIPER 20 21 22 23 w
o SITE#2 -Y1 - BRANCHSITE#40B
SITE#7 SR 2725 -Y19-
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SITE#3 SITE#4 SITE#70 HOLLAND SR 2
CHURCH RD. SAULS GUFFY
o NO CLEARING ON THIS PROJECT SHALL BE PERFORMED �' BRANCH SITE#35
o TO THE LIMITS ESTABLISHED BY METHOD ILL SITE#26 " LANE l BUFFER D RAW I N G
SITE#29 SITE#37
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uI THIS IS A CONTROLLED ACCESS PROJECT WITH SITE#30 SHEET 1 OF 42
ACCESS BEING LIMITED TO INTERCHANGES. SITE#31
i
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L V GRAPHIC SCALES DESIGN DATA PROJECT LENGTH Pfe" °" �,, HYDRAULICS ENGINEER
ADT 2018 = NA
U 50 25 0 50 100 LENGTH OF ROADWAY PROJECT R-2828 = 8.055 Miles W aR no.F-^ate NOR?
-S ADT 2040 — 53,400 FOR THE NORTH CAROLINA DEPARTMENT OF TR9NSPORTA77ON ® �0
DHV = 12 O�o 20/8 STANDARD SPECIFICATIONS
a PLANS D = 65 % LENGTH OF STRUCTURE PROJECT R-2828 = 0.562 Miles P&
SIGNATURE: W o-
50 25 0 50 100 T = 11 % RIGHT OF WAY DATE. DANIEL BRIDGES,PE m
° _ SEPT. 09,2019 PROJECT ENGINEER ROADWAY DESIGN A
,u) V = 75 MPH TOTAL LENGTH OF TIP PROJECT R-2828 = 8.617 Miles ENGINEER
o� PROFILE (HORIZONTAL) (TTST 4 + DUAL 7) ���op
N.° O 10 5 0 10 20 LETTING DATE: RONYELL THIGPEN,PE 4W��
0 0o r ` FUNCTIONAL CLASS: _ DEC. 11,2019 PROJECT DESIGN ENGINEER
N v NCDOT CONTACT DESIGN BUILD PROJECT ENGINEER -
/(lam FREEWAY TRANSPORTATION PROGRAM MANAGEMENT UNIT
„- PROFILE (VERTICAL) SIGNATURE: P.E.
N U�

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/ ry SITE#76 / // /// / j `\ L /%/i\\ \ .7�� \�1,/ �p� / MITIGABLE IMPACTS ZONE 1
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ALLOWABLE IMPACTS ZONE 2f<"
SDO BE DRAINED IN ACCORDANCE WITH \
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1 21 /�/j/ // AS APPROVED BY THE ENGINEER.
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Permit Drawing Package
RIPARIAN BUFFER IMPACTS SUMMARY Last Revised on 02/08/21
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) (ft) (ft) (ft2) (ft) (ft2) (ft) (ft)
2 504+97/506+71 9'x 8' RCBC (SBP) x 35356 21738 57094
3 507+31/508+60 42" RCP (SBR) x 7141 3053 10194
4 508+63/512+01 Drain Pond (PM) x 35178 17273 52451
6 510+58/513+01 Roadfill and ditch (SBU) x 12287 9439 21726
7 512+00/515+95 Roadfill (SBR) x 28472 20582 49054
7 516+00 Roadfill (SBS) x 13 1188 1201
10 547+53/548+95 6'x8' RCBC (SBY) x 31339 19181 50520
11 557+20/560+26 9'x8' RCBC (SBX) x 32579 20144 52723
13 Y17RPC 17+84/22+90 Drain Pond PN x 31217 16189 47406
14 608+59/609+98 10'x8' RCBC (SBX) x 25640 15608 41248
18A 636+21/637+82 Roadfill x 130 3197 3327
19 659+00/660+60 Bridge (SCG) x 13347 9046 22393
19 659+68/660+37 (LT) Drainage Ditch x 1018 765 1783
25 702+59/705+63 Drain Pond (PV) x 21884 12478 34362
26 696+93/702+59 Roadfill (SCL) x 36364 21292 57656
26 705+63/707+50 Roadfill Ditch (SCL) x 24121 11956 36077
26A 707+50/708+33 10'x8' RCBC (SCM) x 19525 11354 30879
29 724+43/728+35 Drain Pond (PY) x 29652 9461 39113
30 728+35/734+79 Roadfill and Ditch (SCQ) x 41465 25923 67388
31 736+09/737+12 Roadfill (SCQ) x 12230 5453 17683
32 737+12/737+67 2@ 9'x8' RCBC (SCP) x 29672 13897 43569
35 781+52/783+35 9'x8' RCBC (SCT) x 31457 19477 50934
37 785+28/788+61 48" RCP (SCV) x 27178 17260 44438
TOTALS*: 13360 10234 23594 513905 295720 809625 0 0
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
03/ 04/ 2020
WAKE & JOHNSTON
TIP NO. R-2 8 2 8
WBS NO. 37673.1 .TA2
Revised 2018 Feb SHEET 37 OF 42

Permit Drawing Package
RIPARIAN BUFFER IMPACTS SUMMARY Last Revised on 02/08/21
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) (ft) (ft2) (ft) (ft2) (ft2) (ft) (ft)
40B 803+66/804+26 Roadfill Ditch (SCY) x 5079 2317 7396
41 803+66/804+26 18" CSP (SCY) x 5095 1729 6824
41 812+81/827+66 Roadfill Ditch (SCY) x 79241 46967 126208
41 831+01/831+19 New Channel Tie In x 1027 911 1938
41 828+33/838+25 Bridge (SCY) x 65438 37217 102655
46 844+25/844+76 36" RCP x 270 270
48 866+00/868+47 Bridge (SDG) x 14740 12098 26838
50 875+30/877+40 14'X8' RCBC (SDJ) x 25494 15386 40880
51 888+93/889+94 42" RCP (SDK) x 6023 5029 11052
52 894+45/895+98 60" RCP (SDL) x 36709 21474 58183
53 900+35/907+05 42" RCP (SDM) x 59490 36433 95923
55 914+63/919+22 2@ 9'x9' RCBC (SDW) x 50950 33292 84242
56 913+58/917+59 Roadway Fill (SDV) x 31949 22268 54217
57 Y22RPB 24+86/26+00 54" RCP Pipe Extension (SDT) x 6816 4456 11272
57A Y22RPB 25+94/27+66 Roadway Fill (SDS) x 6090 4471 10561
58 Y22FLYBD 48+12/46+10 42" pipe (SDT) x 14654 8100 22754
58A Y22FLYCC 127+31/122+31 54" pipe (SDT) x 32839 21340 54179
59A Y22FLYCC 116+13/117+87 Roadfill (SDQ) x 3201 4149 7350
70 Y17A 11+15/11+61 24" CSP (SCB1) x 1931 589 2520
72 Y21 C 10+70/11+70 Roadfill x 829 1377 2206
73 Y22FLYBD 35+23/34+64 Roadfill x 2357 1339 3696
74 Y22FLYCC 33+58/34+58 Roadfill (SDV) x 1566 2406 3972
75 Y22FLYCC 36+14/38+48 Bridge x 13991 9505 23496
76 919+00/929+36 Roadfill (SDO) x 64308 45001 109309
TOTALS*: 109365 69644 179009 420452 268480 688932 0 0
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
02/ 24/ 2020
WAKE & JOHNSTON
TIP NO. R-2 8 2 8
WBS NO. 37673.1 .TA2
Revised 2018 Feb SHEET 38 OF 42

Permit Drawing Package
RIPARIAN BUFFER IMPACTS SUMMARY Last Revised on 01/05/23
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 (ft) (ft) (ft) (ft) (ft) (ft) (ft 2) (ft 2)
78 Y22FLYCC 75+50 60" RCP Pipe Removal (SET) x 785 618 1403 213 969 1182
79 Y22FLYBD 82+61/84+16 54" RCP (SET) x 37554 25277 62831
79A Y22RPDE 26+30/28+76 Borrow Site Excavation x 0 721 721
82 Y22FLYBD 113+57/113+98 Widening HSB (SEH ) x 2133 1426 3559
82A Y22 382+23/385+82 New Channel Tie In x 13251 880 14131
83 Y22 395+85/397+04 54" RCP (SEK) x 1507 377 1884
84 Y22 403+56/405+39 60" CMP & 72" WSP (SEL) x 2355 565 2920
87 Y22 SEC2 473+60/474+66 36" RCP (SES) x 2764 1099 3863 0 397 397
88 Y22RPDE 19+72/17+57 42" RCP (SES) x 16259 8963 25222
88A Y22RPDE 13+30 Borrow Site Excavation x 0 1075 1075
90 Y22LPA 14+70/16+90 Roadway Fill (SDT) x 551 405 956 857 857
91 Y22FLYCC 121+30/121+90 Haul Road (SDQ) x 4000 2577 6577
92 Y22RPB 23+54/25+28 Ex. Piers & Bridge Demolition x 4979 3158 8137
93 Y22RPB 26+27 Ex. Piers & Bridge Demolition x 2495 3071 5566
SHEET 1 SUBTOTALS 13360 10234 23594 513905 295720 809625 0 0
SHEET 2 SUBTOTALS 109365 69644 179009 420452 268480 688932 0 0
TOTALS*: 144294 1 93174 1 237468 110016341 603339 116049731 0 1 0
NOTES:
Site 92: There will be 4979 sq ft (BZ1) and 3158 sq ft (BZ2) of temporary buffer impacts associated with the eastbound flyover removal NC DEPARTMENT OF TRANSPORTATION
Site 93: There will be 2495 sq ft (BZ1) and 3071 sq ft (BZ2) of temporary buffer impacts associated with the westbound flyover removal DIVISION OF HIGHWAYS
03/ 04/ 2020
WAKE & JOHNSTON
TIP NO. R-2 8 2 8
WBS NO. 37673.1 .TA2
Revised 2018 Feb SHEET 39 OF 42

WETLANDS IN BUFFER IMPACTS SUMMARY Permit Drawing Package
Last Revised on 02/24/20
WETLANDS IN
BUFFERS
SITE ZONE 1 ZONE 2
NO. STATION (FROM/TO) DESCRIPTION (tt) (tt)
2 L 506+46/507+16 9'x 8' RCBC (SBP) 1396 3691
3 L 507+48/508+52 42" RCP (SBR) 4171 2863
4 L 508+26/511 +89 Drain Pond PM 631 1726
6 L 511+56/512+37 Roadfill and ditch (SBU) 2384 283
7 L 515+57/515+94 Roadfill (SBR) 2008 2537
10 L 547+49/548+06 6'x8' RCBC (SBY) 650 681
11 L 558+64/559+60 9'x8' RCBC (SBX) 4324 2818
13 Y17RPC 17+84/22+90 Drain Pond PN 1729 159
14 L 608+20/611+17 10'x8' RCBC (SBX) 25393 12147
19 659+00/660+60 Bridge (SCG) 196 0
25 L 702+23/703+26 Drain Pond PV 3121 1106
26 696+93/702+59 Roadfill (SCL) 32328 15602
26 L 705+70/707+62 Roadfill Ditch (SCL) 13385 4752
26A L 707+62/709+45 10'x8' RCBC (SCM) 19287 9113
31 L 736+24/736+62 Roadfill (SCQ) 5534 1171
32 L 735+32/736+61 2@ 9'x8' RCBC (SCP) 693 3339 NC DEPARTMENT OF TRANSPORTATION
35 L 782+01/784+39 9'x8' RCBC (SCT) 12459 2798 DIVISION OF HIGHWAYS
37 L 785+57/786+74 48" RCP (SCV) 10913 1451 03/ 04/ 2020
TOTAL: 140602 66237 WAKE & JOHNSTON
TIP NO. R-2 8 2 8
NOTE: Only Mitigable Buffers Impacts in Wetlands are calculated. WSS NO. 37673.] .TA2
Revised 2018 Feb SHEET 40 OF 42
Rev. Jan 2009

WETLANDS IN BUFFER IMPACTS SUMMARY Permit Drawing Package
Last Revised on 02/24/20
WETLANDS IN
BUFFERS
SITE ZONE 1 ZONE 2
NO. STATION (FROM/TO) Description (ft2) (ft2)
41 812+81/827+66 Roadfill Ditch (SCY) 34 386
41 828+33/838+25 Bridge (SCY) 0 0
48 866+00/868+47 Bridge (SDG) 0 0
50 875+63/876+59 14'x8' RCBC (SDJ) 15100 5744
51 888+93/889+94 42" RCP (SDK) 0 0
55 914+64/916+53 2@ 9'x9' RCBC (SDW) 10220 5534
56 914+16/914+83 Roadway Fill (SDV) 275 634
59A Y22FLYCC 116+13/117+87 Roadfill (SDQ) 313 0
74 Y22FLYCC 33+58/34+58 Roadfill (SDV) 232 0
75 Y22FLYCC 36+14/38+48 Bridge 0 0
76 919+00/929+36 Roadfill (SDO) 142 0
TOTAL: 26316 12298
NOTE: Only Mitigable Buffers Impacts in Wetlands are calculated.
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
02/ 24/ 2020
WAKE & JOHNSTON
TIP NO. R-2828
WBS NO. 37673.1 .TA2
Revised 2018 Feb SHEET 41 OF 42
Rev. Jan 2009

WETLANDS IN BUFFER IMPACTS SUMMARY Permit Drawing Package
Last Revised on 01/05/23
WETLANDS IN
BUFFERS
SITE ZONE 1 ZONE 2
NO. STATION (FROM/TO) Description (ft) (ft)
79 Y22FLYBD 82+61/84+16 54" RCP (SET) 2469 0
82 Y22FLYBD 113+57/113+98 Widening HSB (SEH ) 0 0
92 Y22RPB 23+54/25+28 Ex. Piers & Bridge Demolition 1873 23
93 Y22RPB 26+27 Ex. Piers & Bridge Demolition 2
TOTAL: 4344 23
NOTE: Only Mitigable Buffers Impacts in Wetlands are calculated.
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
03/ 04/ 2020
WAKE & JOHNSTON
TIP NO. R-2828
WBS NO. 37673.1.TA2
Revised 2018 Feb SHEET 42 OF 42
Rev. Jan 2009

TELEPHONE: [phone] SMITH-ROWE, L.L.0 FAX: [phone]
639 OLD HIGHWAY 52 SOUTH
Mount Airy,NC 27030
DEMOLITION PLAN FOR STRUCTURE 087
Project: C204197 (Wake County, NC)
Location: Bridge 87(Loop B Bridge on US-70 over 1-40 EBIWB)
This plan is based on available plan information and site visits at the existing structure. Modifications of the
plan may be needed during the demolition operation to ensure the safety of the demolition personnel, the
traveling public and to complete the demolition project in a timely manner.
Step 1/Shifts 1 (Night): Beginning at end bent 1 and working west the existing deck of span A over the
slope and westbound 1-40 will be demolished with excavators and hydraulic hammers (see notes 1 and 2).
Traffic Control Required: Detour of 1-40WB
Step 2/Shift 2 (Night): Beginning at the break line, demolition of span A deck will continue with excavators
and hydraulic hammers.
Traffic Control Required: Detour of 1-40WB
Step 3/Shift 3 (Night): Beginning at the break line, demolition of span A deck will continue with excavators
and hydraulic hammers.
Traffic Control Required: Detour of 1-40WB
Step 4/Shift 4(Night): Beginning at the break line, demolition of span B deck will begin.
Traffic Control Required: Detour of 1-40EB
Step 51Shift 5(Night): Beginning at the break line, demolition of span B deck will continue.
Traffic Control Required: Detour of 1-40EB
Step 6/Shift 6(Night): Beginning at the break line, demolition of span C deck will be performed.
Traffic Control Required: Outside lane closure(s)of I-40EB
Step 7/Shift 7 (Night or Day): Beginning at the break line, demolition of span C deck will continue.
Traffic Control Required: None—working away from traffic
Step 8/Shift 8 (Night or Day): Beginning at the break line, demolition of span C deck will be completed.
Traffic Control Required: None—working away from traffic.
Step 9/Shift 9 (Night or Day): Beginning at the break line, demolition of span D will begin.
Traffic Control Required: None—working away from traffic.
Step 101Shift 10 (Night or Day): Beginning at the break line, demolition of span D will be completed.
Traffic Control Required: None—working away from traffic.
Step 111Shift 11 (Night): Girders of span A will be removed with cranes.
Traffic Control Required: Detour of 1-40WB, inside lane closures of 1-40EB
Page 1 of 3

C204197(Wake County) Bridge 87 Demolition Plan
Step 121Shift 12 (Night): Remaining girders of span A will be removed with crane(s).
Traffic Control Required: Detour of 1-40WB, inside lane closures of 1-40EB
Step 131Shift 13 (Night): Girders of span B will be removed with cranes.
Traffic Control Required: Detour of I-40EB, inside lane closure of 1-40WB.
Step 141Shift 14(Night): Remaining girders of span B will be removed with crane.
Traffic Control Required: Detour of I-40EB, inside lane closure of 1-40WB
Step 151Shift 15(Night): Interior bent 1, end bent 1 and slope protection will be demolished with
excavators and hydraulic hammers.
Traffic Control Required: Detour of 1-40WB, inside lane closure of 1-40EB
Step 161Shift 16(Night): Interior bent 1, end bent 1 and slope protection demolition will be completed.
Traffic Control Required: Detour of 1-40WB, inside lane closure of 1-40EB
Step 171Shift 17 (Day): Beams of span C will be removed with cranes
Traffic Control Required: None—working away from traffic
Step 181Shift 18(Day): Beams of span C will be removed with cranes
Traffic Control Required: None—working away from traffic
Step 191Shift 19 (Day): Beams of span D will be removed with cranes
Traffic Control Required: None—working away from traffic
Step 201Shift 20 (Day): Interior bents 2 and 3 will be demolished with excavators and hydraulic hammers.
Traffic Control Required: None—working away from traffic
Step 211Shift 21 (Day): Interior bents 2 and 3 will be demolished with excavators and hydraulic hammers.
Traffic Control Required: None—working away from traffic
Steps 22-301Shifts 22-30(Day): End bent 2 and slope protection will be demolished with excavators and
hydraulic hammers. Debris will be processed (rebar removed)and transported off-site for recycling.
Beam removal summary(spans A and B): During the removal of the existing beams two cranes will be
utilized to remove the beams. Beam 4 will be rigged to two cranes and the diaphragms cut. The beam will
be cut over the cap leaving the bolts attached to the cap. The beam will be lifted and removed. Cranes will
be rigged to beam 3 and diaphragms will be cut, and the beam will be separated over the cap leaving the
bolts and the remaining beam. On night two, beam 2 will be rigged and two additional cranes will be rigged
to beam 1 to maintain stability. Diaphragms between beam 1 and 2 will be cut and the beams will be cut
above the cap leaving the bolts intact, both beams will be removed. During beam removal on spans C and D
two cranes will be utilized and the cutting pattern will be repeated. To expedite the project, excavators may
be utilized to remove the beams on spans C and D away from traffic.
Page 2 of 3

C204197(Wake County) Bridge 87 Demolition Plan
Concrete debris will be removed to one or more of these locations for recycling:
1. Wise Recycling at 440 S. Tech Park Lane, Clayton, NC
2. ST Wooten Concrete Plant at Uzzle Industrial Drive, Clayton, NC
3. Godwin Recycling at 1409 S. Clinton Ave., Dunn, NC
Rebar and steel debris will be removed to:
1. Wise Recycling at 440 S.Tech Park Lane, Clayton NC
Note 1: Prior to demolition over an active roadway, roadway protection (screenings/sand)will be installed.
Note 2: Prior to demolition of the deck a saw cut line will be made to provide a clean break/stopping line for
each night of demolition.
Note 3: The plan/sequence is our guide, multiple steps may be performed concurrently provided the steps
can be performed safely for all workers and the traveling public.
Note 4: Bent stems/piles will be demolished two feet below finished grade or as needed for new
construction.
Note 5: In the event of inclement weather, NCDOT and/or the contractor shall make a determination of
installing traffic control.
Note 6: Starting location/direction of demolition may be reversed to accommodate the contractors needs to
continue work on the project.
Note 7: The traffic control requirements supplied are a guide. Smith-Rowe and the contractor will
coordinate the exact needs of traffic control to ensure the safety of the traveling public and all workers.
Note 8: The sequence of Steps/Shifts does not imply continuous work. Our schedule will consist of a 5-day
week with an option for a 6th day if required to recover lost time due to weather or other issues.
Note 9: Prior to demolition of the deck, girder locations will be identified and marked so operators are aware
of the top flange locations. Supervisor(s)will monitor the operation to ensure minimal or no damage occurs
to the beams.
Note 10:After each shift,girders will be inspected and cleaned by hand and with blowers to remove any
loose debris prior to opening the roadway to traffic.
Note 11:Concrete slurry from the sawing operations shall be collected and disposed of at one of the area
S.T. Wooten Concrete Plants for recycling.
Note 12: Prior to demolition over any jurisdictional feature, all applicable requirements of the permit will be
adhered to in order to protect these jurisdictional features.
Submitted by Jonathan Randall, Smith-Rowe, LLC
Revised 11/9/22 to add Note 12
Page 3 of 3

TELEPHONE: [phone] SMITH-ROWE, L.L.0 FAX: [phone]
639 OLD HIGHWAY 52 SOUTH
Mount Airy,NC 27030
DEMOLITION PLAN FOR STRUCTURE 088
Project: C204197 (Wake County, NC)
Location: Bridge 88(Flyover East US-70 Bypass over 1-40 EB/WB)
This plan is based on available plan information and site visits at the existing structure. Modifications of the
plan may be needed during the demolition operation to ensure the safety of the demolition personnel, the
traveling public and to complete the demolition project in a timely manner.
Step I/Shifts 1 (Night): Beginning at end bent 1 and working west the existing deck of span A over the
slope and westbound 1-40 will be demolished with excavators and hydraulic hammers (see notes 1 and 2).
Traffic Control Required: Detour of 1-40WB
Step 2/Shift 2 (Night): Beginning at the break line, demolition of span A deck will continue with excavators
and hydraulic hammers.
Traffic Control Required: Detour of 1-40WB
Step 3/Shift 3 (Night): Beginning at the break line, demolition of span A deck will continue with excavators
and hydraulic hammers.
Traffic Control Required: Detour of 1-40WB
Step 4/Shift 4(Night): Beginning at the break line, demolition of span B deck will begin.
Traffic Control Required: Detour of 1-40EB
Step 51Shift 5(Night): Beginning at the break line, demolition of span B deck will continue.
Traffic Control Required: Detour of 1-40EB
Step 6/Shift 6(Night): Beginning at the break line, demolition of span C deck will be performed.
Traffic Control Required: Outside lane closure(s)of I-40EB
Step 7/Shift 7 (Night or Day): Beginning at the break line, demolition of span C deck will continue.
Traffic Control Required: None—working away from traffic
Step 8/Shift 8 (Night or Day): Beginning at the break line, demolition of span C deck will be completed.
Traffic Control Required: None—working away from traffic.
Step 9/Shift 9 (Night or Day): Beginning at the break line, demolition of span D will begin.
Traffic Control Required: None—working away from traffic.
Step 101Shift 10 (Night or Day): Beginning at the break line, demolition of span D will be completed.
Traffic Control Required: None—working away from traffic.
Step 111Shift 11 (Night or Day): Beginning at the break line, demolition of span E will begin.
Traffic Control Required: None—working away from traffic.
Step 121Shift 12 (Night or Day): Beginning at the break line, demolition of span E will be completed.
Traffic Control Required: None—working away from traffic.
Page 1 of 3

C204197(Wake County) Bridge 88 Demolition Plan
Step 131Shift 13 (Night): Girders of span A will be removed with cranes.
Traffic Control Required: Detour of 1-40WB, inside lane closures of 1-40EB
Step 141Shift 14(Night): Remaining girders of span A will be removed with crane(s).
Traffic Control Required: Detour of 1-40WB, inside lane closures of 1-40EB
Step 151Shift 15(Night): Girders of span B will be removed with cranes.
Traffic Control Required: Detour of I-40EB, inside lane closure of 1-40WB.
Step 161Shift 16(Night): Remaining girders of span B will be removed with crane.
Traffic Control Required: Detour of I-40EB, inside lane closure of 1-40WB
Step 171Shift 17 (Night): Interior bent 1, end bent 1 and slope protection will be demolished with
excavators and hydraulic hammers.
Traffic Control Required: Detour of 1-40WB, inside lane closure of 1-40EB
Step 181Shift 18 (Night): Interior bent 1, end bent 1 and slope protection demolition will be completed.
Traffic Control Required: Detour of 1-40WB, inside lane closure of 1-40EB
Step 191Shift 19 (Day): Beams of span C will be removed with cranes
Traffic Control Required: None—working away from traffic
Step 201Shift 20 (Day): Beams of span C will be removed with cranes
Traffic Control Required: None—working away from traffic
Step 211Shift 21 (Day): Beams of span D will be removed with cranes
Traffic Control Required: None—working away from traffic
Step 221Shift 22 (Day): Beams of span E will be removed with cranes
Traffic Control Required: None—working away from traffic
Step 231Shift 23 (Day): Interior bents 2 and 3 will be demolished with excavators and hydraulic hammers.
Traffic Control Required: None—working away from traffic
Step 241Shift 24(Day): Interior bents 2 and 3 will be demolished with excavators and hydraulic hammers.
Traffic Control Required: None—working away from traffic
Steps 25-321Shifts 25-32(Day): End bent 2, interior bent 4 and slope protection will be demolished with
excavators and hydraulic hammers. Debris will be processed (rebar removed)and transported off-site for
recycling.
Beam removal summary(spans A and B): During the removal of the existing beams two cranes will be
utilized to remove the beams. Beam 4 will be rigged to two cranes and the diaphragms cut. The beam will
be cut over the cap leaving the bolts attached to the cap. The beam will be lifted and removed. Cranes will
be rigged to beam 3 and diaphragms will be cut, and the beam will be separated over the cap leaving the
bolts and the remaining beam. On night two, beam 2 will be rigged and two additional cranes will be rigged
to beam 1 to maintain stability. Diaphragms between beam 1 and 2 will be cut and the beams will be cut
above the cap leaving the bolts intact, both beams will be removed. During beam removal on spans C and D
two cranes will be utilized and the cutting pattern will be repeated. To expedite the project, excavators may
be utilized to remove the beams on spans C and D away from traffic.
Page 2 of 3

C204197(Wake County) Bridge 88 Demolition Plan
Concrete debris will be removed to one or more of these locations for recycling:
1. Wise Recycling at 440 S. Tech Park Lane, Clayton, NC
2. ST Wooten Concrete Plant at Uzzle Industrial Drive, Clayton, NC
3. Godwin Recycling at 1409 S. Clinton Ave., Dunn, NC
Rebar and steel debris will be removed to:
1. Wise Recycling at 440 S.Tech Park Lane, Clayton NC
Note 1: Prior to demolition over an active roadway, roadway protection (screenings/sand)will be installed.
Note 2: Prior to demolition of the deck a saw cut line will be made to provide a clean break/stopping line for
each night of demolition.
Note 3: The plan/sequence is our guide, multiple steps may be performed concurrently provided the steps
can be performed safely for all workers and the traveling public.
Note 4: Bent stems/piles will be demolished two feet below finished grade or as needed for new
construction.
Note 5: In the event of inclement weather, NCDOT and/or the contractor shall make a determination of
installing traffic control.
Note 6: Starting location/direction of demolition may be reversed to accommodate the contractors needs to
continue work on the project.
Note 7: The traffic control requirements supplied are a guide. Smith-Rowe and the contractor will
coordinate the exact needs of traffic control to ensure the safety of the traveling public and all workers.
Note 8: The sequence of Steps/Shifts does not imply continuous work. Our schedule will consist of a 5-day
week with an option for a 61h day if required to recover lost time due to weather or other issues.
Note 9: Prior to demolition of the deck, girder locations will be identified and marked so operators are aware
of the top flange locations. Supervisor(s)will monitor the operation to ensure minimal or no damage occurs
to the beams.
Note 10:After each shift,girders will be inspected and cleaned by hand and with blowers to remove any
loose debris prior to opening the roadway to traffic.
Note 11:Concrete slurry from the sawing operations shall be collected and disposed of at one of the area
S.T. Wooten Concrete Plants for recycling.
Note 12: Prior to demolition over any jurisdictional features,all applicable requirements of the permit will be
adhered to in order to protect these jurisdictional features.
Submitted by Jonathan Randall, Smith-Rowe, LLC
Revised11/9/22 to add Note 12
Page 3 of 3