I-5111_I-4739 Individual Modification Wake_Johnston July 6 2022

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
July 6, 2022
U.S. Army Corps of Engineers N.C. Division of Water Resources
Raleigh Regulatory Field Office 1617 Mail Service Center
3331 Heritage Trade Drive, Suite 105 Raleigh,NC 27699
Wake Forest,NC 27587
Attn: Mr.Andrew Williams Mr. Rob Ridings
NCDOT Coordinator NCDOT Coordinator
Subject: Revised Modification Request for Section 404 Individual Permit, Section 401 Water
Quality Certification and Neuse Riparian Buffer Authorization for Interstate 40 Widening
and Improvements from I-440/US 64 (Exit 301) to just north of SR 1525 (Cornwallis Road),
including improvements to NC 42 and SR 1010 (Cleveland Road) in Wake and Johnston
Counties, Federal Aid Project No. IMNHF-040-4(139)301; TIP Numbers I-5111 and I-4739,
Division 5. Debit$570 from WBS Element 42346.3.1.
Dear Sirs:
As you are aware, the North Carolina Department of Transportation (NCDOT) applied for permits for
the subject project on May 7,2019,and modifications on December 20,2019,May 28,2020,August 31,
2020, January 21, 2022, and June 21, 2022. The Corps of Engineers issued the Section 404 permit for
the project on September 6,2019,and modifications on February 11,June 11,October 1,2020,and March
22, 2022, respectively. The North Carolina Division of Water Resources issued the 401 Water Quality
Certification for the project on July 10, 2019 (NCDWR Project No. 20190593) and modifications on
January 22, June 3, September 16, 2020, and January 26, 2022, respectively. This correspondence is to
request modification to Sites 14A, 14B, and 55 and replaces the request for modification submitted on
June 21,2022.
Site 14A: The pipe was installed at this site on June 22nd, and field conditions dictated that additional
bank stabilization is needed.NCDOT asked that rip rap be placed upstream of the pipe outlet,in addition
to the bank stabilization that was originally permitted. This change will result in the following changes
in impacts:
• 15 linear feet increase in permanent stream impacts(bank stabilization)
• 400 square feet increase in mitigable buffer zone 1 impacts
• 186 square feet increase in mitigable buffer zone 2 impacts
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION TELEPHONE: [phone] LOCATION:
ENVIRONMENTAL ANALYSIS UNIT FAX: [phone] CENTURY CENTER,BUILDING A
1598 MAIL SERVICE CENTER 1000 BIRCH RIDGE DRIVE
RALEIGH NC 27699-1598 WEBSITE:NCDOT GOV RALEIGH NC,27610-4328

Site 14B: Similar to site 14A, the pipe installation at this site requires additional bank stabilization
upstream of the new pipe. This is in addition to the originally permitted bank stabilization below the new
pipe. This change will result in the following changes in impacts:
• 12 linear feet increase in permanent stream impacts(bank stabilization)
• 12 linear feet decrease in temporary stream impacts(bank stabilization)
• No changes in buffer impacts.
Site 55: Due to repeating erosion events and the general instability of the channel below the outlet of Site
55,the Design Build Team proposes rip rap be added to the flow line to match the length of the previously
permitted bank stabilization. This will result in the following changes:
• 40 linear feet decrease in bank stabilization impacts
• 40 linear feet increase in permanent stream impacts
• No changes in buffer impacts
Attached are the following revised permit drawings depicting the affected area, all of which have a
revision date of either June 1,2022 or June 27,2022:
• Permit Drawing 7: Ditch detail sheet
• Permit Drawing 31: plan sheet 17 without contours
• Permit Drawing 32: plan sheet 17 with contours
• Permit Drawing 111: plan sheet 49 without contours
• Permit Drawing 112: plan sheet 49 with contours
• Permit Drawing 122: summary table
• Permit Drawing 125: summary table
• Buffer Drawing 15: buffer plan sheet 17
• Buffer Drawing 41: buffer plan sheet 49
• Buffer Drawing 47: buffer summary table
• Buffer Drawing 51: buffer summary table
Compensatory Mitigation
Compensatory mitigation for the additional jurisdictional stream impacts has been debited from the Marks
Creek Mitigation Site. The revised debit ledger is included with this modification request..
REGULATORY APPROVALS
Section 404: NCDOT requests modification to the USACE Individual 404 Permit for the project as
required for the above-described activities.
Section 401: We are also requesting modification of the Section 401 Individual Water Quality
Certification and Neuse River Buffer Authorization from NCDWR. We are providing this request to
NCDWR, for their approval. Authorization to debit the$570.00 Permit Application Fee from TIP No. I-
5111/I-4739/WBS 42346.3.1 is hereby given.
A copy of the permit modification request and its distribution list will be posted at
https://xfer.services.ncdot.goy/pdea/PerinApps/.

If you have any questions or need additional information, please contact Chris Rivenbark at
[e-mail] or 919-707-6152.
Sincerely,
EDocuSigned by:
C. P14 III
AAAD1248B309416...
for Philip S. Harris,III,P.E., C.P.M.
Environment Analysis Unit Head
cc: NCDOT Permit Application Standard Distribution List

Marks Creek Mitigation Site
ONEID 092-011
The Marks Creek Mitigation Site is located in Wake County within the USGS hydrologic unit
03020201 of the Neuse River. NCDOT acquired the 66 acre site to mitigate for unavoidable,
jurisdictional impacts associated with TIP R-2547. Monitoring requirements were performed from
2004 to 2008 and the site was closed out in 2009. Table 1 shows the final mitigation quantities
approved for the site. The site has been placed on the NCDOT On-site Debit Ledger for use within
HUC 03 02020 1. Tables 2-5 indicate all mitigation debits that have occurred per regulatory agency
approval.
To offset unavoidable stream impacts associated with T.I.P. I-5111, the Marks Creek Mitigation
Site will be debited 80 linear feet of credit to offset 40 linear feet of stream impacts and 1479
square feet of buffer mitigation to offset 400 square feet of impacts in zone 1 at a 2:1 ratio and
186 square feet of impacts in zone 2 at a 1.5:1. This debit is reflected in the debit ledger below.
Table 1. Mitigation Quantities Approved
HUC Mitigation Type Starting Amount Additional Notes
3020201 Stream Preservation 3247(Ln.Ft.)
3020201 Riparian Wetland Restoration 3.33 (Ac.)
3020201 Riparian Wetland Preservation 11 (Ac.) No Debit as of 8/18/2014
3FO202011 Riparian Wetland Enhancement 1 13 (Ac)
3020201 F Buffer Restoration 324700 (Sq.Ft.)
Table 2. Mitigation Debits—Stream Restoration
Mitigation Type Debit Amount Status Site TIP Action ID# NOTES
(Ln.Ft.)
Stream Restoration 2873 Close Out R-2814A&B Mod 2008-01316 Modification
(Sep 21, 2010) decreased
impacts by 268 If.
Stream Restoration 80 Close Out 1-5338 (Areas 1, 2A, Permit By Impacts were 40
and 2b) Default �Iin. Ft. @ 2:1 ratio
Stream Restoration 25 Closeout 1-5338 NW18 being
permitted
separately for
stream impacts
Stream Restoration 80 Close Out I-5111 F_rffli
om2: ratio

Table 3. Mitigation Debits—Riparian Wetland Enhancement
pr Mitigation Type 11 Debit Amount(A( Status Site TIP Action ID# NOTES
Riparian Wetland Enhancement 10.9 Close Out R-2000F&G 199920387 Unable to
confirm in
permits. From
old DOT ledger
Riparian Wetland Enhancement 0.98 Close Out I R-3825A 201101695 I 0.49 @2:1
Riparian Wetland Enhancement 1.08 Close Out U-5748 0.36 acres of
impacts at 3:1
ratio
Table 4. Mitigation Debits Buffer Restoration
-IF
Mitigation Type Debit Amount Status Site TIP Action ID# NOTES
MI
(Sq.Ft.)
Buffer Restoration 114659 Close Out I U-3804 200421647
Buffer Restoration 114 Close Out I R-2814-B Mod 2008-01316
Buffer Restoration 75581 Close Out B-3528 2008-00153
Buffer Restoration 1655 Close Out I B-4944 2009-00207
Buffer Restoration 34683 Close Out 1-5338 (Areas Permit By �6,915 sq ft of
1, 2A, and 2b) Default impacts for
zone land
9292 sq ft of
zone 2 totaling
34,683 sq ft
with 3:1 ratio
for zone land
I1.5:1 for zone 2
Buffer Restoration 12,914 Close Out B-4659 INCDOT was
required to use
a 3:1 ratio for
zone land
a1.5:1 ratio for
zone 2.

Mitigation Type Debit Amount Status Site TIP ] Action ID# NOTES
(Sq.Ft.)
Buffer Restoration 4,947 Close Out B-5121 NCDOT was
required to use
a 3:1 ratio for
zone land
a1.5:1 ratio for
zone 2.
Buffer Restoration 5322 Close Out B-5656 Impacts of 1699
sq ft zone 1
@3:1 and 150
sq ft zone 2
@ 1.5:1
Buffer Restoration 54,672 Close 1-5700 zone 1 (14,723
Out @3:1 =44,169)
zone 2 (7,002
@ 1.5:1 =
10,503)
Buffer Restoration 1479 Close OUt 1-5111 Zone 1:440 sq
ft@ 3:1
Zone 2: 186 sq
ft @1.5:1
Table 5. Mitigation Debits Riparian Wetland Restoration
Mitigation Type Debit Amount Status Site TIP Action ID# NOTES
(Ln.Ft.)
Riparian Wetland 3.33 Close Out R-2547/R-2641 200220819 The permit states
Restoration that R-2547 will
debit 4.4 ac of
wetland
restoration from
Mark's Creek.
The remaining
1.07 acres was
debited from
Wiggins Mill at
2:1

PROJECT REFERENCE NO. SHEET NO.
1-5111/1-4739 2D-6
ROADWAY DESIGN PAVEMENT DESIGN
ENGINEER ENGINEER
DETAIL BX DETAIL AR DETAIL AS DETAIL AT
BERM STANDARD BASE DITCH SPECIAL LATERAL'V'DITCH STANDARD BASE DITCH
(Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale)
Natural Natural
Ground ?• Ground Natural Natural
Nah,ml D '. c Ground ?, 1 Natural
Ground D �•' H d Natuml 3, °< Fill y D �''
C° 2y Min.D=2.25 Ft. Ground p7'y or D F\o'6a Slope
v Geotextile g °Hem Min.D= SEE BELOW
Min.D= 1.0 Ft. Max,d=2.25 Ft.
b= 1.0 Ft. When B is<6_0' B=5.0 Ft. B= SEE BELOW
Std.No.876.01 Min.D= 1.0 Ft. -L-STA.429+48 RT,L=250',S=0.3% DOCUMENT NOT CONSIDERED FINAL
-Y1RPA-STA.17+50 RT,L=35' Type of Line- CL I Rip-Rap BEG.EL=273.50',END EL=272.80' UNLESS ALL SIGNATURES COMPLETED
-L-STA.447+93 RT,L=34,S=2.1% -L-STA.454+50 TO STA.455+77 RT D=2.5',B=3.0'
BEG.EL=257.30';END EL=256.60' -Y5LPB-STA.13+82.47 TO STA.17+50 RT
PERMIT DRAWING
SHEET 7 OF 125
REVISED 08/11/2020
DETAIL AU DETAIL AV DETAIL AW DETAIL AX DETAIL AZ REVISED 07/13/2021
SPECIAL CUT BASE SWALE LATERAL BASE DITCH BERM BASE DITCH LATERAL BASE DITCH LATERAL'V' DITCH REVISED 11/19/2 021
(Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) (Not to Scale) REVISED 6/1/2 0 2 2
b 3,7 b b
Natural `3-) o< Front Natural Natural 1 RDWY Natural jC<gOR O P ♦-
Ground °� A'� et pitch Ground ) 1„fit Fill y 9' Ground FR '� lit Fill Fill
F N 3 3'� Sloe Ground 3. D E Natural
yoye D F\a Slope d D p d d D F\� Slope Ground 3y D .j•� 1"iT-t. Slope
4.B Min.D=1.0 Ft. GEOTEXTILE g Min.D=1.0 Ft. B GEOTEXTILE GEOTEXTILE�� B in.D=SEE BELOW
Min.D= 1.0 Ft. Max.d=1.0 Ft. Min.D= 2.25 Ft. b=5.0 k.
B=4.0 Ft. Max.d= 1.0 Ft. Max,d= 2.25 Ft.
'When B is< 6.0' B= 4.0 Ft. B=4.0 Ft. *When B is< 6.0' B= 4.0 Ft.
-L-STA.237+00 TO STA.241+50 LT b= 5.0 Ft. Type o Ft. b= 5.0 Ft.
-Y5RPBSPUR-STA.13+73 TO STA.17+20 RT Type of Liner= SEE BELOW Type of Liner= CL B Rip Rap Type of Liner= SEE BELOW -Y2-STA.55+75 TO STA- .18+ LT,D=1.0'
-Y2LPD-STA.16+20 TO STA.18+81 RT,D=1.0'
-L-STA.229+50 TO STA.231+50 LT,CL B -L-STA.122+50 TO STA.126+50 LT -L-STA.231+00 TO STA.231+75 RT,CL I -Y2RPD-STA.24+43 TO STA.25+27 LT,D=2.25'
-L-STA-231+75 TO STA.233+00 RT,CL I -L-STA.234+50 TO STA.238+00 RT -L-STA.233+00 TO STA.234+00 RT,CL B -SRI-STA.10+70 TO STA.12+50 LT,D=1.0'
-L-STA.234+00 TO STA.235+00 RT,CL B -LCDWB-STA.99+23.62 TO STA.103+26.82 LT,CL I -YI-TEMP-STA.19+50 TO STA.21+39 RT,D=1.0'
-L-STA.235+50 TO STA.237+00 LT,CL B -Y2RPA-STA.22+75 TO STA.23+40 LT,CL I
-L-STA.243+00 TO STA.245+50 LT,CL B
-L-STA.263+00 TO STA.268+88 LT,CL B DETAIL BE
-L-STA.263+50 TO STA.265+00 RT,CL B
-L-STA.274+50 TO STA.275+00 RT,CL B CB HIINDEWAILLH
PROP.NOISE
WALL
DETAIL BA DETAIL BB DETAIL BC DETAIL BD VARIES 0-5'«**
RIP RAP AT EMBANKMENT PIPE OUTLET CHANNEL STABILIZATION PIPE OUTLET CHANNEL STABILIZATION STANDARD BASE DITCH = 4, 2, VARIES**
(Not to Scale) (Not to Scale) (Not to Scale) Natural Be (Not to Scale) U
d t-
10'min. Natural Natural
Elevation �
z, atural Natuml Ground 3y nu:\ Ground O
Ditch F"'+' ��0� Gr000 Ground D
Grad 1.0'min. r T=15" (CL I) "Na o n ,.'t T-15"((CL q d y ,A.� ?,Y D=SEE BELOW
T lY (IS B) t _ erTr� T=12"(CL el O
T=15"(CL I) Geotexrile
GEOTEXTILE T 1 GeoteztiCL le B Min.D=1.0 Ft. a racai.wrom�x vn�Esoens ooa'X1o'E D.Lounon nr nu or rnNI'
CHANNEL BED Max.d=1.0 Ft.
(Va ble) Channel Bed *when B is< 6.0' B=4.0 Ft.
Type of Liner= SEE BELOW Length= SEE BELOW Length= SEE BELOW (Variable) DETAIL AT NOISE WALL
Type of U.- CL I or B Rip-Rap-Keyed4n(SEE BELOW) Typa of Liner- CL or B Rip-Rap-Keyed-In(SEE BELOW) Type of Liner= CL B Rip-Rap
-L-STA.257+25 RT,CL I RIPRAP 'Rip-R°p in Ch°nneltied•no gear xiile -L-STA.245+56 RT,L=20',CL I RIPRAP -Yl-STA.30+05 LT,L=50',S=1.6% -L-STA.259+50 TO STA.271+00 RT,D=0.5'
-L-STA.272+82 RT,CL B RIPRAP -L-STA.169+12 LT,L=5',CL B RIPRAP -L-STA.290+70 LT,L=35',CL I RIPRAP BEG.EL=315.80,END EL=315.00 -L-STA.276+00 TO STA.280+25 RT,D=0.5'
-L-STA.272+87 RT,CL B RIPRAP -L-STA.172+65 LT,L=8',CL B RIPRAP -L-STA.121+50 RT,L=20',CL B RIPRAP -Y1RPD-STA.23+00 TO STA.23+31 LT,S=7.2% -L-STA.355+00 TO STA.366+50 RT,D=0.5'
-L-STA.273+27 RT,CL B RIPRAP -L-STA.176+20 LT,L=361,CL I RIPRAP -L-STA.124+36 RT,L=30',CL I RIPRAP BEG.EL= 302.27,END ELEV=300.0 -L-STA.250+00 TO STA.251+00 RT,D=0.5'
p -L-STA.274+95 LT,CL B RIPRAP -L-STA.284+50 LT,L=5',CL I RIPRAP -L-STA.126+90 RT,L=30',CL I RIPRAP -Y1RPD-STA.23+31 TO STA.23+96 LT,S=9.2% -L-STA.256+50 TO STA.258+50 RT,D=0.5'
s -L-STA.322+48 LT,CL B RIPRAP -L-STA.396+41 LT,L=45',CL I RIPRAP -L-STA.275+43 LT,L=25',CL I RIPRAP BEG.ELEV=300.00,END ELEV=305.96 -L-STA.258+50 TO STA.262+00 RT,D=1.0'
-L-STA.322+88 LT,CL B RIPRAP -L-STA.369+00 LT,L=5',CL B RIPRAP
-L-STA.323+13 RT,CL I RIPRAP
9 -L-STA.386+30 RT,CL I RIPRAP -L-STA.381+90 RT,=1 CL B RIPRAP
41 -L-STA.395+82 RT,CL I RIPRAP -L-STA.416+93 LT,L=10',CL B RIPRAAP
-L-STA.447+84 LT,L=64',CL I RIPRAP
m -L-STA.405+84 RT,CL I RIPRAP -L-STA.461+38 RT,L=301,CL I RIPRAP DETAIL BJ DETAIL BU
3I -L-STA.406+05 RT,CL B RIPRAP -L-STA.111+82 LT,L=35',CL I RIPRAP*
-o -L-STA.447+72 LT,CL I RIPRAP -L-STA.144+04 LT,L=40',CL I RIPRAP TOE PROTECTION BANK STABILIZATION
-L-STA.447+93 LT,CL I RIPRAP Notto Scale (Not to Scale)
=i -L-STA.174+80 RT,CL B RIPRAP -L-STA.1 +4 LT,L=4 ',CL I RIPRAP* I I
-L-STA.171
+49 LT,L=55',CL I RIPRAP 1.5:1 or Flatter
m -L-STA.210+62 RT,CL I RIPRAP -L-STA.205+30 RT,L=55',CL I RIPRAP RETAINING
-L-STA.215+34 LT,CL I RIPRAP Natu
-L-STA.215+52 LT,CL I RIPRAP -L-STA.233+34 LT,L=45',CL I RIPRAP WALL
v -L-STA.234+09 LT,L=40',CL I RIPRAP* °oond b Gr°°° �2'
-L-STA.247+67 LT,CL I RIPRAP -L-STA.247+67 LT,L=50',CL I RIPRAP
_ -L-STA.270+63 LT,CL I RIPRAP -L-STA.270+61 LT,L=33%CL I RIPRAP CLASS II RIPRAP
d=2.0 Ft. GEOTEXTILE
LCl b=2.0 Ft. Geotextile
U Type of Liner= CL II Rip-Rap
i -L-STA.105+80 TO STA.Ill+00 LT -L-STA.103+95,Length=225'
-L-STA.104+40,Length=250'
DETAIL BF = ; DETAIL BG DETAIL BH
3 FALSE SUMP �F FALSE SUMP
FALSE SUMP t
(Nono scale) in (NOT TO Scale) (Not To Scale) DETAIL BW
CD Median Ditch Outside Ditch DETAIL BV SPECIAL LATERAL'V'DITCH
Traffic Flow 1p•� 2 HAZARDOUS SPILL BASIN (Notto Scale)
Outside Dllch � �z.o'� 9' ►2' l
Traffic Fo TOTAL CAPACITY REQUIRED:Cl
N GI (See Chart Below) 20' GI TOTAL CAPACITY
FREEBOARD EBOARDIDED:C2 o<
E �-$ eta �-S F3' 0j, �'\°°c Slope
GI Natural 1 Fill
etc. t S- etc. MIN EL2 Groans 7 8
o -Y8RPA-STA.23+00 RT �orye D F
L S=Ditch Sloe fE Proposed Ditch S=Ditch Slope fL Proposed Ditch p p ,S. C1=17780cf
P S=Ditch Sloe Pro osed Ditch u'. Dl '.
> Ditch Grade L Ditch Grade L C2=18036cf
C 0.0% To 2.0% 20' Over 4.0% To 6.0% 40' EL1=251.0' Min.D= 1.0 Ft.
LLi Over 2.0% To 4.0% 30' Over 6.0% 50' EL2=255.0'
n D1=3.0' -Y1RPB TEMP-STA.12+50 TO STA.13+28.76 RT
H
• s L1=96.0'
ELI L2=120.0'
W SLUICE GATE B2 HDWL g1=48.0'
vr Bl _ Q
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RAW VON PROJECT REFERENCE NO. SHEET NO.
25 0 215 50 PERMIT DRAWING REVISED 6/27/2022 1-511111-4739 17
00
— SHEET 31 OF 125 NAD 83 R'W SHEET NO.
SCALE FOR INSET DENOTES IMPACTS IN ---,NNWI � ROADWAY DESIGN HYDRAULICS
SURFACE WATER ENGINEER ENGINEER
50 25 0 50 100
;;;= dNC®NgPLE rE PLANS
SCALE DENOTES TEMPORARY DO NOT USE FOR /W ACOUISITION
IMPACTS IN SURFACE WATER Tg
MARTIN MARIETTA MATERIAL INC. 15 R _ _-_
MAPPED PER WAKE CO.G.I.S. TB P
O7 4 DOCUMENT NOT CONSIDERED FINAL
14 � UNLESS ALL SIGNATURES COMPLETED
/
SITE 1413 ------ -
SITE 14A - - MOVE DI
u SRM W/14NSY GEB RIP OT,.LLEPI N S ET C SITE 14C
ON BANKS ONLY
2 TONS CL B RIP RAP ----------------- LENGTH=8'
7 SY GEOTEXTILE BZ 2 8Z 2 (SEE DETAIL BB)
62 ON BANKS ONLY 161 S 50 TONS CL I RIP RAP
? LENGTH=5' ------ W/98 SY GEOTEXTILE
SEE INSET A (SEE
DETAIL BB) g1� BZ 1 BZ) BZ 2 ON BANK
LENGTHS ONLY
B2, B2 2 BZ 2 SEE INSET B (SEE DETAIL BB) SEE INSET C =
t8� TB_�TB� B TB eZwluoN BZ R/W MON
TB TB "-�5 TB Bz t
T '�O�TB� -TB T6 TB TB—TB le SPECIAL CUT SWALE
�iB _TB t6 "fL —TB_TB SEE DETAIL G
L~ --- —TB TB �� TB d BC8 BZ 1 SPECIAL CUT SWALE BZ 1 �.:-- TB \ l9
W �._ ASP �ff� SEE DETAIL E \ TB OFF 2
TB TB------ i5 - _ - 79 O
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—————— --
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-- — — -- — — B 2 ST GIB- — — — —  — — RCP-III J
FBI REMOVE DI r x 74" - - 24"RCP-III R OVE DI 15"RCP-III TB 2GIB-ST 2 I_ 15"
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10'WIDE BERM HW C —I
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2 ELBOWS \_—— _ \ SEE DETAIL D // SEE DETAIL J
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R W VON PROJECT REFERENCE NO. SHEET NO.
25 0 21s 5o REVISED 6/17r1022
^ PERMIT DRAWING ma 1-511111-4739 17
SHEET 32 OF 125 - W SHEET NO.
SCALE FOR INSET DENOTES IMPACTS IN — - ROADWAY DESIGN HYDRAULICS
SURFACE WATER - -- ENGINEER ENGINEER
50 25 0 50 100
iji
i.."j INCOMPLE rE PLANS
SCALE DENOTES TEMPORARY Se \ DO NOT USE MR /W ACQUISITION
IMPACTS IN SURFACE WATER ism 3em ``
__-37m - 3q�
A ERIA I Jr se
PER WA /`
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
350 36 36m SITE 14B
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d���
Project Submittal Interim Form
NORTH CARO.INA
Envlmnm¢ntrtl Qvofiry
Updated September2020
Please note:fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:* For the Record Only(Courtesy Copy)
New Project
Modification/New Project with Existing ID
More Information Response
Other Agency Comments
Pre-Application Submittal
Re-Issuance\Renewal Request
Stream or Buffer Appeal
Pre-Filing Meeting Date Request was submitted on:
5/7/2019
Project Contact Information
................................
Name: Chris Rivenbark
Who is submitting the information?
Email Address:* [e-mail]
Project Information
.......................................................................................................................................
Existing ID#:* Existing Version:*
20190593 6
20170001(no dashes) 1
Project Name:* Interstate 40 Widening&Improvements(1-4739 1-5111)
Is this a public transportation project?*
Yes
No
Is this a DOT project?*
Yes
No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?*
Yes No Unknown
TIP#: WBS#:
1-4739 1-5111 42346.3.1
(Applies to DOT projects only)
County(ies)*

Johnston
Wake
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
1-5111 1-4739 Individual Modification Wake Johnston
6.14MB
July 6 2022.pdf
Only pdf or kmz files are accepted.
Describe the attachments or add comments:
Revised:cover letter,debit ledger, permit drawings,and buffer drawings which replaces our 6/21/22 submittal.
* By checking the box and signing box below, I certify that:
• 1,the project proponent, hereby certifies that all information contained herein is true,accurate,and complete to the
best of my knowledge and belief.
• 1,the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a"transaction"subject to Chapter 66,Article 40 of the NC General
Statutes(the"Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66,Article 40 of the NC General
Statutes(the"Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature;AND
• I intend to electronically sign and submit the online form.
Signature:*
h C 111
Submittal Date: 7/6/2022
Is filled in automatically once submitted.

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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)
14A -L- 168+98-169+22 LT BANK STABILIZATION - SRM < 0.01 < 0.01 20 20
14B -L- 172+50-172+75 LT BANK STABILIZATION - SRM < 0.01 < 0.01 20 31
14C -L- 175+91-176+26 LT BANK STABILIZATION - SRM < 0.01 < 0.01 34 10
15 ONLY IN BUFFER SET
16A -Y5RPD- 22+19-22+29 RT EXIST. 24" CMP PLUG - SCF < 0.01 10
16B -Y5RPD-24+79 RT EXIST. 15" CMP PLUG - SCF < 0.01 15
16C -Y5RPC- 53+31 LT 60" RCP - SCF, WQF < 0.01 < 0.01 < 0.01 < 0.01 46 10
17 -Y5RCP- 54+38-54+68 RT 60" RCP - SOE, WQV < 0.01 < 0.01 < 0.01 12 21
-Y5RCP- 54+68-55+37 RT BANK STABILIZATION - SOE < 0.01 84
-L-250+27 LT 60" WSP - SOE 0.01 87
-L- 250+27 LT BANK STABILIZATION - SOE < 0.01 40
-Y5RPA-22+51-22+93 RT 60" WSP - SOE < 0.01 < 0.01 49 5
18 -L- 256+39-257+51 LT & RT DITCH, 66" WSP- SOI < 0.01 < 0.01 < 0.01 62 6
-L- 256+70 LT BANK STABILIZATION - SOI, WSD 0.02 0.02 < 0.01 < 0.01 34 11
19 -L- 272+67-275+51 LT & RT DITCH, 66" WSP - SNF 0.02 < 0.01 134 14
20 -L- 281+93-284+50 LT & RT CHANNEL CHANGE - SNH, WQE 0.01 < 0.01 < 0.01 < 0.01 99 46
-L- 284+50 LT BANK STABILIZATION - SNH < 0.01 < 0.01 5 10
-L-287+00 LT FILL SLOPE -WRX < 0.01
21 -L- 322+40-323+33 LT & RT CHANNEL CHANGE, 72" RCP, SNY 0.02 < 0.01 138 19
22 -L- 323+33-324+31 RT CHANNEL CHANGE - SOC 0.01 < 0.01 108 22
23A -L- 362+54-364+61 LT CHANNEL CHANGE - SLF/SEM 0.01 < 0.01 204 23
23B -L- 368+90-369+15 LT BANK STABILIZATION - SEM < 0.01 < 0.01 5 20
23C -L- 374+40-379+01 LT CHANNEL CHANGE - SEM 0.02 < 0.01 455 10
-L- 379+01-379+22 LT BANK STABILIZATION - SEM < 0.01 < 0.01 12 10
24 -L- 378+63-379+12 LT I BANK STABILIZATION - SLI, WNQ 1 0.02 1 1 1 1 1 < 0.01 < 0.01 1 56 1 15
TOTALS*: 0.02 0.03 0.02 < 0.01 0.15 0.03 1705 327 0
*Rounded totals are sum of actual impacts REVISED 6/27/22
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
APRIL 2019
WAKE AND JOHNSTON
I-5111 I-4739
Revised 2016 09 09 SHEET 122 OF 125

Submitted 7/6/2022
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) R R R
54 -L- 232+69-233+35 LT 54" WSP - SJ, WI 0.06 < 0.01 82
-L- 233+33-233+44 LT BANK STABILIZATION - SJ < 0.01 < 0.01 45 10
55 -L- 233+94-234+19 LT 48" RCP - SK, WJ < 0.01 < 0.01 < 0.01 118 10
56 -L- 246+22-246+77 RT CHANNEL CHANGE - SEE < 0.01 < 0.01 102 10
57 -L- 246+73-247+65 60" WSP - SDD, WFF 0.01 0.02 < 0.01 238 10
-L- 247+59-247+78 LT BANK STABILIZATION - SDD < 0.01 < 0.01 55 9
58 -L- 269+75-270+63 LT 36" WSP - SQ < 0.01 100
-L- 270+58-270+85 LT BANK STABILIZATION - SQ < 0.01 < 0.01 33 27
TOTALS*: 0.09 0.06 < 0.01 773 76 0
PROJECT TOTALS*: 0.78 0.17 0.11 0.17 1.55 0.21 7771 1483
REVISED 08/28/2019, 12/12/19, 4/22/20, 7/2/20, 8/11/20, 7/13/21, 8/27/21, 11/19/21, 12/6/21, 6/1/22
NOTES: 6/27/2022
"Rounded totals are sum of actual impacts NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
DECEMBER 2021
WAKE AND JOHNSTON
I-5111 I-4739
SHEET 125 OF 125

BUFFER DRAWING MITIGABLE IMPACTS ZONE 1 PROJECT REFERENCE NO. SHEET NO.
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RIPARIAN BUFFER IMPACTS SUMMARY
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 ( 2) ( 2) ( 2) ( 2) ( 2) ( 2) ( 2) ( 2)
ft ft ft ft ft ft ft ft
14A -L- 168+89-169+89 LT BANK STABILIZATION - SRM X 2058 1132 3190
14B -L- 172+50-172+88 LT BANK STABILIZATION - SRM X 1824 1680 3504
14C -L- 175+81-176+98 LT BANK STABILIZATION - SRM X 2795 277 3071
15 -L- 186+18-188+55 LT ROADWAY FILL - SRJ X 0 90 90
16A -Y5RPD- 22+19-22+50 RT EXIST. 24" CMP PLUG X 2032 2231 4263
16B -Y5RPD- 24+79 RT EXIST. 15" CMP PLUG X 613 306 918
16C -Y5RPC- 53+20 LT 60" RCP - SCF, WQF X 1489 0 1489
-Y5RPC- 54+38-55+47 RT,
17 -L- 250+27 LT, BANK STABILIZATION - SOE, WQV X 12732 5068 17800
-Y5RPA- 21+91-23+05 RT
18 -L- 256+39-257+51 LT & RT DITCH, 66" WSP- SOI, WSD X 6922 3626 10548
19 -L- 272+67-275+51 LT & RT DITCH, 66" WSP - SNF X 8722 5049 13771
20 -L- 281+93-284+50 LT & RT CHANNEL CHANGE - SNH, WQE,WRX X 3953 956 4909
21 -L- 322+40-323+33 LT & RT CHANNEL CHANGE, 72" RCP, SNY X 8579 4452 13031
22 -L- 323+52-325+32 RT CHANNEL CHANGE - SOC X 3438 1054 4493
23A -L- 361+15-364+65 LT CHANNEL CHANGE - SLF / SEM X 10192 2082 12274
23B -L- 368+90-369+15 LT BANK STABILIZATION - SEM X 1037 0 1037
23C -L- 374+40-378+99 LT CHANNEL CHANGE - SEM X 11509 228 11738
24 -L- 378+63-379+21 LT BANK STABILIZATION - SLI X 1108 0 1108
25 -L- 373+59-374+08 RT ROADWAY FILL/ DITCH - SNM X 61 775 836
26A -L- 381+90 RT BANK STABILIZATION - SNK X 422 0 422
26B -L- 385+01-385+81 RT ROADWAY FILL - SNK X 1025 0 1025
-L- 385+80-386+06 RT BANK STABILIZATION - SNK X 712 0 712
27 -L- 386+06-386+88 RT BANK STABILIZATION - SNO X 1765 1079 2844
28 -L- 387+14-387+47 LT 60" WSP - SEM X 1 1 1116 0 1116
TOTALS*: 31431 15161 1 46592 52673 14924 67597 0 0
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
AUGUST 2020
WAKE / JOHNSTON
REVISED 12/12/2019 I-5111 / I-4739
8/3/2020 42346.3.1
Revised 2018 Feb 6/27/2022 SHEET 47 OF 52

RIPARIAN BUFFER IMPACTS SUMMARY
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) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2)
39 ONLY IN PERMIT SET
40 -L- 99+00-107+44 LT & RT BRIDGE X 14449 7030 21479 1104 2993 4097
41 ONLY IN PERMIT SET
42 -L- 106+42-107+44 RT ROADWAY FILL - SDN, WEN X 7169 5126 12295
43 -L- 109+63-114+04 RT ROADWAY FILL - SEO X 7471 4557 12028
44 -L- 110+99-115+29 LT & RT 60" RCP- SEQ, WEO(1) X 12849 6826 19675
45 -L- 143+25-145+12 LT 48" CSP - SEU X 11384 6539 17923
46 -L- 164+25-164+78 RT 30" CSP / 36" RCP - SEA, WOE X 10987 7345 18332
47 -Y1 RPA- 16+15-17+72 RT 54" CSP - SLV X 5620 2993 8613
48 ONLY IN PERMIT SET
49 -L- 170+95-175+40 LT & RT 66" WSP / 66" RCP - SLU, WC, WOB X 20163 9924 30087
50 -L- 178+00-184+97 LT&RT 60" CSP, CHANNEL CHANGE - SLS,WOA X 38684 25634 64318
51 -L- 199+51-205+31 ROADWAY FILL, 66" RCP - SLR, WNZ X 17316 9930 27247
52 ONLY IN PERMIT SET
53 -L- 209+51-217+29 LT & RT 54" RCP / 66" RCP - MILL BRANCH X 27804 17778 45582
54 -L- 232+37-234+37 LT 54" WSP - SJ, WI, WJ X 8694 5213 13907
55 ONLY IN PERMIT SET
56 ONLY IN PERMIT SET
57 -L- 246+11-248+25 LT & RT 60" WSP - SDD, WFF X 15680 9394 25074
58 -L- 269+75-270+63 LT 36" WSP - SQ X 10972 7749 18721
TOTALS*: 28762 1 15236 1 43999 1 181583 1 113795 1 295378 1 0 10
PROJECT TOTALS*: 115552 1 55966 1 171518 302860 1 169677 1 472537 0 0
NOTES:
1. SEQ under fill slope RT is a total take, 765sf of Mitigable BZ2 Impacts accounted for in totals but not hatched in plan view due to location outside PDE NC DEPARTMENT OF TRANSPORTATION
REVISED 8/28/2019 8/27/2021 DIVISION OF HIGHWAYS
12/12/2019 11/19/2021 JANUARY 2022
7/2/2020 1/6/2022 WAKE / JOHNSTON
8/11/2020 6/27/2022 I-5111 / I-4739
7/13/2021 42346.3.1
Revised 2018 Feb 8/11/2021 SHEET 51 OF 52