20190593 Ver 7_I-5111_I-4739 Individual Modification Wake_Johnston June 21 2022_20220621

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
June 21, 2022
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Attn: Mr. Andrew Williams
NCDOT Coordinator
J.ERIC BOYETTE
SECRETARY
N.C. Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699
Mr. Rob Ridings
NCDOT Coordinator
Subject: 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, and January 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 Site 55.
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 June 1, 2022:
•Permit Drawing 7: Ditch detail sheet
•Permit Drawing 111: plan sheet 49 without contours
•Permit Drawing 112: plan sheet 49 with contours
•Permit Drawing 125: summary table
•Buff er Drawing 41: buffer plan sheet 49
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
ENVIRONMENTAL ANALYSIS UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: [phone]
FAX: [phone]
WEBSITE: NCDOT.GOV
LOCATION:
CENTURY CENTER, BUILDING A
1000 BIRCH RIDGE DRIVE
RALEIGH NC, 27610-4328
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 03020201. 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 associated
with this project. 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
3020201 Riparian Wetland Enhancement 13 (Ac)
3020201 Buffer Restoration 324700 (Sq.Ft.)
Table 2. Mitigation Debits – Stream Restoration
Mitigation Type Debit Amount
(Ln.Ft.) Status Site TIP Action ID# NOTES
Stream Restoration 2873 Close Out R-2814A&B Mod
(Sep 21, 2010)
2008-01316 Modification
decreased
impacts by 268 lf.
Stream Restoration 80 Close Out I-5338 (Areas 1, 2A,
and 2b)
Permit By
Default
Impacts were 40
lin. Ft. @ 2:1 ratio
Stream Restoration 25 Closeout I-5338 NW18 being
permitted
separately for
stream impacts
Stream Restoration 80 Close Out I-5111 40 lf of impacts at
2:1 ratio
Table 3. Mitigation Debits – Riparian Wetland Enhancement
Mitigation Type Debit Amount (Ac) 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 R-3825A 201101695 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
Mitigation Type Debit Amount
(Sq.Ft.) Status Site TIP Action ID# NOTES
Buffer Restoration 114659 Close Out U-3804 200421647
Buffer Restoration 114 Close Out R-2814-B Mod 2008-01316
Buffer Restoration 75581 Close Out B-3528 2008-00153
Buffer Restoration 1655 Close Out B-4944 2009-00207
Buffer Restoration 34683 Close Out I-5338 (Areas
1, 2A, and 2b)
Permit By
Default
6,915 sq ft of
impacts for
zone 1 and
9292 sq ft of
zone 2 totaling
34,683 sq ft
with 3:1 ratio
for zone 1 and
1.5:1 for zone 2
Buffer Restoration 12,914 Close Out B-4659 NCDOT was
required to use
a 3:1 ratio for
zone 1 and
a1.5:1 ratio for
zone 2.
Mitigation Type Debit Amount
(Sq.Ft.) Status Site TIP Action ID# NOTES
Buffer Restoration 4,947 Close Out B-5121 NCDOT was
required to use
a 3:1 ratio for
zone 1 and
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
Out
I-5700 zone 1 (14,723
@3:1 = 44,169)
zone 2 (7,002
@1.5:1 =
10,503)
Table 5. Mitigation Debits – Riparian Wetland Restoration
Mitigation Type Debit Amount
(Ln.Ft.) Status Site TIP Action ID# NOTES
Riparian Wetland
Restoration
3.33 Close Out R-2547/R-2641 200220819 The permit states
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
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NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SHEET 7 OF 125
PERMIT DRAWING
ROADWAY DESIGN
ENGINEER ENGINEER
PAVEMENT DESIGN
PROJECT REFERENCE NO.SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
5/31/2022R:\Hydraulics\PERMITS_Environmental\Drawings\4C\I5111_I4739_Hyd_wet_DitchDetail.dgnaburke2D-6I-5111/I-4739
3:1 (or Flatter)
D
B
( Not to Scale)
SPECIAL CUT BASE SWALE
Flatter4:1 or
-Y5RPBSPUR- STA. 13+73 TO STA. 17+20 RT
-L- STA. 237+00 TO STA. 241+50 LT
DETAIL AU
B=4.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Ditch
Front
( Not to Scale)
LATERAL BASE DITCH
D
B
b
d
1"/Ft.
DETAIL AX
b= 5.0 Ft.
B= 4.0 Ft.
Max. d= 2.25 Ft.
Min. D= 2.25 Ft.
*When B is < 6.0'
Ground
Natural
Slope
Fill
GEOTEXTILE
FLATTER)3:1 (ORFLATTER)3:1 (OR
B
D
( Not to Scale)
STANDARD BASE DITCH
DETAIL AT
Ground
Natural
Ground
Natural
2:12:1
( Not to Scale)
Geotextile
Elevation
Natural Bed
Ground
Natural
Ground
Natural
(Variable)
Channel Bed
PIPE OUTLET CHANNEL STABILIZATION
DETAIL BC
Length= SEE BELOW
( Not to Scale)
PIPE OUTLET CHANNEL STABILIZATION
DETAIL BB
Ground
Natural
Ground
Natural
CHANNEL BED
(Variable)EXI
STI
NG BANKEXISTING BANKMIN. 2:1 TO TIEMI
N. 2:
1 TO TI
ELength= SEE BELOW
( Not to Scale)
RIP RAP AT EMBANKMENT
DETAIL BA
Grade
Ditch
GEOTEXTILE

Type of Liner= SEE BELOW
10'min.
1.0'min.
& 12" (CL B)
T=15" (CL I)
T=12" (CL B)
T=15" (CL I)
Type of Liner= CL I or B Rip-Rap - Keyed-In (SEE BELOW)
T=12" (CL B)
T=15" (CL I)
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
.
DETAIL BG
C Proposed Ditch
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL BH
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
.
C Proposed DitchL
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'
.
DETAIL BF
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
Type of Liner= SEE BELOW
( Not to Scale)
DETAIL BU
GEOTEXTILE
Ground
Natural
2'
CLASS II RIPRAP
BANK STABILIZATION
1.5:1 or Flatter
bGround
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
WALL
RETAINING
Type of Liner= CL II Rip-Rap
b=2.0 Ft.
d=2.0 Ft.
DETAIL BJ
-L- STA. 105+80 TO STA. 111+00 LT
B= SEE BELOW
Min. D= SEE BELOW
D=2.5', B=3.0'
BEG. EL=273.50', END EL=272.80'
-L- STA. 429+48 RT, L=250', S=0.3%
EL1
MIN EL2
1.0' FREEBOARD
TOTAL CAPACITY PROVIDED: C2
TOTAL CAPACITY REQUIRED: C1
w/HDWL
SLUICE GATE
L1
L2
B1
B2
D1
HAZARDOUS SPILL BASIN
S3:13:1S=0.30%
B2=72.0'
B1=48.0'
L2=120.0'
L1=96.0'
D1=3.0'
EL2=255.0'
EL1=251.0'
C2=18036cf
C1=17780cf
-Y8RPA- STA. 23+00 RT
DETAIL BV
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
BEG. EL=257.30'; END EL=256.60'
-L- STA. 447+93 RT, L=34, S=2.1%
DETAIL AR
Std. No. 876.01
When B is <6.0'-
Type of Liner= CL I Rip-Rap
B=5.0 Ft.
Max. d=2.25 Ft.
Min. D=2.25 Ft.
Ground
Natural
Ground
Natural
Geotextile
-L- STA. 104+40, Length=250'
-L- STA. 103+95, Length=225'
-Y2RPA- STA. 22+75 TO STA. 23+40 LT, CL I
-LCDWB- STA. 99+23.62 TO STA. 103+26.82 LT, CL I
-L- STA. 233+00 TO STA. 234+00 RT, CL B
-L- STA. 231+00 TO STA. 231+75 RT, CL I
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
BEG. ELEV=300.00, END ELEV=305.96
-Y1RPD- STA. 23+31 TO STA. 23+96 LT, S=9.2%
BEG. EL= 302.27, END ELEV=300.0
-Y1RPD- STA. 23+00 TO STA. 23+31 LT, S=7.2%
BEG. EL=315.80, END EL=315.00
-Y1- STA. 30+05 LT, L=50', S=1.6%
DETAIL BD
B=4.0 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Geotextile
( Not to Scale)
LATERAL BASE DITCH
3:1D
B
b
d
3:1 1"/Ft.
-L- STA. 274+50 TO STA. 275+00 RT, CL B
-L- STA. 263+50 TO STA. 265+00 RT, CL B
-L- STA. 263+00 TO STA. 268+88 LT, CL B
-L- STA. 243+00 TO STA. 245+50 LT, CL B
-L- STA. 235+50 TO STA. 237+00 LT, CL B
-L- STA. 234+00 TO STA. 235+00 RT, CL B
-L- STA. 231+75 TO STA. 233+00 RT, CL I
-L- STA. 229+50 TO STA. 231+50 LT, CL B
DETAIL AV
b= 5.0 Ft.
B= 4.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
*When B is < 6.0'
Type of Liner= SEE BELOW
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
BERM BASE DITCH
2:
1
3:1
D3:1B
b
d
-L- STA. 234+50 TO STA. 238+00 RT
-L- STA. 122+50 TO STA. 126+50 LT
DETAIL AW
b=5.0 Ft.
B=4.0 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural RDWY
GEOTEXTILE
-L- STA. 270+63 LT, CL I RIPRAP
-L- STA. 247+67 LT, CL I RIPRAP
-L- STA. 215+52 LT, CL I RIPRAP
-L- STA. 215+34 LT, CL I RIPRAP
-L- STA. 210+62 RT, CL I RIPRAP
-L- STA. 174+80 RT, CL B RIPRAP
-L- STA. 447+93 LT, CL I RIPRAP
-L- STA. 447+72 LT, CL I RIPRAP
-L- STA. 406+05 RT, CL B RIPRAP
-L- STA. 405+84 RT, CL I RIPRAP
-L- STA. 395+82 RT, CL I RIPRAP
-L- STA. 386+30 RT, CL I RIPRAP
-L- STA. 323+13 RT, CL I RIPRAP
-L- STA. 322+88 LT, CL B RIPRAP
-L- STA. 322+48 LT, CL B RIPRAP
-L- STA. 274+95 LT, CL B RIPRAP
-L- STA. 273+27 RT, CL B RIPRAP
-L- STA. 272+87 RT, CL B RIPRAP
-L- STA. 272+82 RT, CL B RIPRAP
-L- STA. 257+25 RT, CL I RIPRAP
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Engineers | Construction Managers | Planners | Scientists
-Y1RPB_TEMP- STA. 12+50 TO STA. 13+28.76 RT
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
DETAIL BW
Ground
Natural
Flatter3:1 or
Slope
Fill
Flatter3:1 or
Min. D= 1.0 Ft.
-L- STA. 275+43 LT, L=25', CL I RIPRAP
-L- STA. 126+90 RT, L=30', CL I RIPRAP
-L- STA. 124+36 RT, L=30', CL I RIPRAP
-L- STA. 121+50 RT, L=20', CL B RIPRAP
-L- STA. 290+70 LT, L=35', CL I RIPRAP
-L- STA. 245+56 RT, L=20', CL I RIPRAP *Rip-Rap in Channel bed, no geotextile
Type of Liner= CL I or B Rip-Rap - Keyed-In (SEE BELOW)
2:1
PROPOSED DITCH4'
2:1
2'
*
*APPROX. BERM SLOPE OF 10%2:1VARIES**
**GRASS PORTION OF DITCH ONLY WHERE DITCH DEPTH GREATER THAN 6"
DETAIL BE
BEHIND WALL
CONCRETE DITCH
WALL
PROP. NOISE
VARIES 0-5'***
***BERM WIDTH VARIES BASED ON NOISEWALL LOCATION AT PILE OR PANEL.
DETAIL AT NOISE WALL
D=SEE BELOW
-L- STA. 258+50 TO STA. 262+00 RT, D=1.0'
-L- STA. 256+50 TO STA. 258+50 RT, D=0.5'
-L- STA. 250+00 TO STA. 251+00 RT, D=0.5'
-L- STA. 355+00 TO STA. 366+50 RT, D=0.5'
-L- STA. 276+00 TO STA. 280+25 RT, D=0.5'
-L- STA. 259+50 TO STA. 271+00 RT, D=0.5'
-Y5LPB- STA. 13+82.47 TO STA. 17+50 RT
-L- STA. 454+50 TO STA. 455+77 RT
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
DETAIL AS
Ground
Natural
Flatter4:1 or
Slope
Fill
Flatt
er3:1 or
Min. D= 1.0 Ft.
LATERAL 'V' DITCH
( Not to Scale)
D3:
1 3:1
b
1"/Ft.
-Y1_TEMP- STA. 19+50 TO STA. 21+39 RT, D=1.0'
-SR1- STA. 10+70 TO STA. 12+50 LT, D=1.0'
-Y2RPD- STA. 24+43 TO STA. 25+27 LT, D=2.25'
-Y2LPD- STA. 16+20 TO STA. 18+81 RT, D=1.0'
-Y2- STA. 55+75 TO STA. 57+50 LT, D=1.0'
b=5.0 Ft.
Min. D=SEE BELOW
DETAIL AZ
Ground
Natural
Slope
Fill
b
( Not to Scale)
D 2:1
b= 1.0 Ft.
Min. D= 1.0 Ft.
G
round
N
a
tu
ra
lGroun
dNatural
BERM
-Y1RPA- STA. 17+50 RT, L=35'
DETAIL BX
-L- STA. 270+61 LT, L=33', CL I RIPRAP
-L- STA. 247+67 LT, L=50', CL I RIPRAP
-L- STA. 234+09 LT, L=40', CL I RIPRAP*
-L- STA. 233+34 LT, L=45', CL I RIPRAP
-L- STA. 205+30 RT, L=55', CL I RIPRAP
-L- STA. 171+49 LT, L=55', CL I RIPRAP
-L- STA. 168+38 LT, L=40', CL I RIPRAP*
-L- STA. 144+04 LT, L=40', CL I RIPRAP
-L- STA. 111+82 LT, L=35', CL I RIPRAP*
-L- STA. 461+38 RT, L=30', CL I RIPRAP
-L- STA. 447+84 LT, L=64', CL I RIPRAP
-L- STA. 416+93 LT, L=10', CL B RIPRAP
-L- STA. 381+90 RT, L-5', CL B RIPRAP
-L- STA. 369+00 LT, L=5', CL B RIPRAP
-L- STA. 396+41 LT, L=45', CL I RIPRAP
-L- STA. 284+50 LT, L=5', CL I RIPRAP
-L- STA. 176+20 LT, L=36', CL I RIPRAP
-L- STA. 172+65 LT, L=8', CL B RIPRAP
-L- STA. 169+12 LT, L=5', CL B RIPRAP
REVISED 08/11/2020
REVISED 07/13/2021
REVISED 11/19/2021
REVISED 6/1/2022
Submitted 6/21/2022
MTL
MTLMTL
CABLE
MTL
SSPB 68 PG 28420' DRAINAGE EASEMENTPB 68 PG 28420' DRAINAGE EASEMENT
P
B
6
8

P
G
2
8
4
2
0' DRAI
NAGE EAS
EMENTBARBARA PENNY
EIP
EIP
EIP
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
EX
IST
ING
R
/W
EXISTING R/W
INTERSTATE 40 WBL 24' CONC
INTERSTATE 40 EBL 24' CONC
LUZMILA PETERSON
JERALD L. PETERSON
STEPHANIE K. MATTIN
DIRK MATTIN
BARBARA PENNY
JESSICA BUCKLEY
THOMAS C. III BUCKLEY
BARBARA PENNY
SANDRA FOWLER
DANIEL ALTON HOLLANDKATHRYN HOLLAND CAVENAUGH
RHONDA HOLLAND TOPPINGS
J
US
TI
N HOL
L
ANDHW
CONC
8.0'12" CMPDI
15" RCPDI
DI
15" RCPDI
15" RCP18" RCP
DI
DI24" RCP24" RCP24" RCPINCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WI
WJ
SJ
SK
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.5/31/2022R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 3\Wetland\I5111_I4739_hyd_4C_wet_psh49.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
49
MATCHLINE -L- STA. 232+00 SEE SHEET 48MATCHLINE -L- STA. 245+00 SEE SHEET 50NAD 83
I-5111/I-4739
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Engineers | Construction Managers | Planners | Scientists
235+00 240+00
245+00
-L- TS Sta. 238+64.63
-L- SC Sta. 241+24.63
245+00
-L-
82
83
85
85A
82A
82A
84
84A 84B
84C
F
F F
C
F
C
C
C
F
F
F
C
C
C
C
C
F
F
84
SITE 55
SITE 54
TS
S
S
F
F
S
S
S
S
S
TS
TS
S
S
F
F
F
S
S
S
S
S
TS
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET INSET A INSET B
INSET A
SEE
INSET B
SEE
SHEET 111 OF 125
PERMIT DRAWING
-L3- STA. 239+99.56 LT
LP
LP
-L3- STA. 240+01.36 RT
0.40%0.30%
0.39%0.30%
BDO
SEE DETAIL AK
BERM V DITCH
15" RCP-IV
2 ELBOWS
15" CSP
15" RCP-III
15" RCP-IV
JB w/MH
2 ELBOWS
15" CSP
SEE DETAIL AM
LATERAL 4' BASE SWALE
2
ELBOWS
15
" CSPNOT BURIED TRENCHLESS INSTALLATION 48" WELDED STEEL2 ELBOWS15" CSPNOT BURIED TRENCHLESS INSTALLATION 54" WELDED STEELSEE DETAIL B
SPECIAL CUT DITCH
HW RETAINDI
REMOVE
DI
REMOVE
DI
REMOVE
DI
REMOVE
DI
REMOVE
DI
REMOVE
REMOVE
SEE DETAIL AV
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL AV
W/ CL I RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL AV
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL AU
SPECIAL CUT 4' BASE SWALE
SEE DETAIL AV
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL AM
LATERAL 4' BASE SWALE
15" RCP-IV
15" RCP-IV 15" RCP-IV 18" RCP-IV
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
P
P
P
P
REMOVE
2 ELBOWS
24" CSP
RETAINP
P
FILL
W/ FLOWABLE
PLUG & FILL
2 ELBOWS
15" CSP
15" RCP-III
15" RCP-III
JB w/MH
48" RCP-III
P
FILL
W/ FLOWABLE
PLUG & FILL
WSF
2-2GIBs-
TB 2GIB-ST
TB 2GIB-ST
TB 2GIB-ST
TB 2GIB-ST
TB 2GIB-STTB 2GIB-STTB 2GIB-ST
TB 2GIB-ST
2-2GIBs-WSF2GIB-WSF
2GIB-WSF
30" RCP-III
JB w/Slab Lid
RCP-III
54"
SEE DETAIL O
W/ CL I RIPRAP
TOE PROTECTION
SEE DETAIL OW/ CL I RIPRAPTOE PROTECTION
DETAIL AM
SWALE SEE
LATERAL 4' BASE
V10=1.90 ft/s
Q10=15.0 cfs
V10=1.97 ft/s
Q10=16.0 cfs
4OTCB
SEE DETAIL AW
W/ CL B RIPRAP
BERM 4' BASE DITCH
(SEE DETAIL BB)
LENGTH=45'
ON BANKS ONLY
W/ 155 SY GEOTEXTILE
83 TONS CL I RIP RAP
W/ 14 SY GEOTEXTILE
5 TONS CL B RIP RAP
INTO PROPOSED DITCHES
TRAVELING ONSITE
CONCENTRATED FLOW
ALL LOCATIONS OF
(WITH RIPRAP)
CONTRACTOR TO FIELD ADJUST
DETAIL AX
RIPRAP SEE
DITCH W/ CL B
LATERAL 4' BASE
TB 2GIB-ST
REMOVE 19'
(SEE DETAIL BB)
LENGTH=40'
W/ 125 SY GEOTEXTILE
65 TONS CL I RIP RAP
SEE DETAIL AM
LATERAL 4' BASE SWALE
P 2GIB-WSF
REMOVE 19'
JB w/MH
REMOVE 19'
REVISED 6/1/2022
Submitted 6/21/2022
MTL
MTLMTL
CABLE
MTL
SSPB 68 PG 28420' DRAINAGE EASEMENTPB 68 PG 28420' DRAINAGE EASEMENT
P
B
6
8

P
G
2
8
4
2
0' DRAI
NAGE EAS
EMENTBARBARA PENNY
EIP
EIP
EIP
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
EX
IST
ING
R
/W
EXISTING R/W
INTERSTATE 40 WBL 24' CONC
INTERSTATE 40 EBL 24' CONC
LUZMILA PETERSON
JERALD L. PETERSON
STEPHANIE K. MATTIN
DIRK MATTIN
BARBARA PENNY
JESSICA BUCKLEY
THOMAS C. III BUCKLEY
BARBARA PENNY
SANDRA FOWLER
DANIEL ALTON HOLLANDKATHRYN HOLLAND CAVENAUGH
RHONDA HOLLAND TOPPINGS
J
US
TI
N HOL
L
ANDHW
CONC
8.0'12" CMPDI
15" RCPDI
DI
15" RCPDI
15" RCP18" RCP
DI
DI24" RCP24" RCP24" RCP250250250250
250250260 260260260260260260260260260260
260270270270270270270270270
270270270270
270
270
280280280280280280280280280280280280280290290290290290290290290290300300300300250
2502
5
0
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WI
WJ
SJ
SK
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.5/31/2022R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 3\Wetland\I5111_I4739_hyd_4C_wet_psh49_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
49
MATCHLINE -L- STA. 232+00 SEE SHEET 48MATCHLINE -L- STA. 245+00 SEE SHEET 50NAD 83
I-5111/I-4739
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
235+00 240+00
245+00
-L- TS Sta. 238+64.63
-L- SC Sta. 241+24.63
245+00
-L-
82
83
85
85A
82A
82A
84
84A 84B
84C
F
F F
C
F
C
C
C
F
F
F
C
C
C
C
C
F
F
84
SITE 55
SITE 54
TS
S
S
F
F
S
S
S
S
S
TS
TS
S
S
F
F
F
S
S
S
S
S
TS
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET INSET A INSET B
INSET A
SEE
INSET B
SEE
SHEET 112 OF 125
PERMIT DRAWING
-L3- STA. 239+99.56 LT
LP
LP
-L3- STA. 240+01.36 RT
0.40%0.30%
0.39%0.30%
BDO
SEE DETAIL AK
BERM V DITCH
15" RCP-IV
2 ELBOWS
15" CSP
15" RCP-III
15" RCP-IV
JB w/MH
2 ELBOWS
15" CSP
SEE DETAIL AM
LATERAL 4' BASE SWALE
2
ELBOWS
15
" CSPNOT BURIED TRENCHLESS INSTALLATION 48" WELDED STEEL2 ELBOWS15" CSPNOT BURIED TRENCHLESS INSTALLATION 54" WELDED STEELSEE DETAIL B
SPECIAL CUT DITCH
HW RETAINDI
REMOVE
DI
REMOVE
DI
REMOVE
DI
REMOVE
DI
REMOVE
DI
REMOVE
REMOVE
SEE DETAIL AV
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL AV
W/ CL I RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL AV
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL AU
SPECIAL CUT 4' BASE SWALE
SEE DETAIL AV
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL AM
LATERAL 4' BASE SWALE
15" RCP-IV
15" RCP-IV 15" RCP-IV 18" RCP-IV
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
P
P
P
P
REMOVE
2 ELBOWS
24" CSP
RETAINP
P
FILL
W/ FLOWABLE
PLUG & FILL
2 ELBOWS
15" CSP
15" RCP-III
15" RCP-III
JB w/MH
48" RCP-III
P
FILL
W/ FLOWABLE
PLUG & FILL
WSF
2-2GIBs-
TB 2GIB-ST
TB 2GIB-ST
TB 2GIB-ST
TB 2GIB-ST
TB 2GIB-STTB 2GIB-STTB 2GIB-ST
TB 2GIB-ST
2-2GIBs-WSF2GIB-WSF
2GIB-WSF
30" RCP-III
JB w/Slab Lid
RCP-III
54"
SEE DETAIL O
W/ CL I RIPRAP
TOE PROTECTION
SEE DETAIL OW/ CL I RIPRAPTOE PROTECTION
DETAIL AM
SWALE SEE
LATERAL 4' BASE
V10=1.90 ft/s
Q10=15.0 cfs
V10=1.97 ft/s
Q10=16.0 cfs
4OTCB
SEE DETAIL AW
W/ CL B RIPRAP
BERM 4' BASE DITCH
(SEE DETAIL BB)
LENGTH=45'
ON BANKS ONLY
W/ 155 SY GEOTEXTILE
83 TONS CL I RIP RAP
W/ 14 SY GEOTEXTILE
5 TONS CL B RIP RAP
INTO PROPOSED DITCHES
TRAVELING ONSITE
CONCENTRATED FLOW
ALL LOCATIONS OF
(WITH RIPRAP)
CONTRACTOR TO FIELD ADJUST
DETAIL AX
RIPRAP SEE
DITCH W/ CL B
LATERAL 4' BASE
TB 2GIB-ST
REMOVE 19'
(SEE DETAIL BB)
LENGTH=40'
W/ 125 SY GEOTEXTILE
65 TONS CL I RIP RAP
SEE DETAIL AM
LATERAL 4' BASE SWALE
P 2GIB-WSF
REMOVE 19'
JB w/MH
REMOVE 19'
REVISED 6/1/2022
Submitted 6/21/2022
HandExisting 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 StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)54-L- 232+69-233+35 LT54" WSP - SJ, WI0.06 < 0.01 82 -L- 233+33-233+44 LTBANK STABILIZATION - SJ < 0.01 < 0.01 4510 55-L- 233+94-234+19 LT48" RCP - SK, WJ< 0.01 < 0.01 < 0.01 118 10 56-L- 246+22-246+77 RTCHANNEL CHANGE - SEE < 0.01 < 0.01 102 10 57-L- 246+73-247+6560" WSP - SDD, WFF0.01 0.02 < 0.01 238 10 -L- 247+59-247+78 LTBANK STABILIZATION - SDD < 0.01 < 0.01 559 58-L- 269+75-270+63 LT36" WSP - SQ < 0.01 100 -L- 270+58-270+85 LTBANK STABILIZATION - SQ < 0.01 < 0.01 3327 TOTALS*:0.09 0.06 < 0.01 773 76 0PROJECT TOTALS*:0.78 0.17 0.11 0.171.55 0.21 7744 1495REVISED 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, 6/1/22NOTES:SHEET 125OF 125 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSWAKE AND JOHNSTONI-5111_I-4739 NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSDECEMBER 2021*Rounded totals are sum of actual impacts Submitted 6/21/2022
MTL
MTLMTL
CABLE
MTL
SSPB 68 PG 28420' DRAINAGE EASEMENTPB 68 PG 28420' DRAINAGE EASEMENT
P
B
6
8

P
G
2
8
4
2
0' DRAI
NAGE EAS
EMENTBARBARA PENNY
N 47°10'06" W245.48'N 48°33'24" W205.79'S 26°32'18" W
265.19'
S
8
1°
0
5'
3
6
" E1
9
1.
9
1'S 64°29'44" ES 34°53'55" W
S 86°3
5'14" W78.69'N
8
2
°
4
9'
1
2
" W4
5.
0
7'S 76°52'07" W21.22'S 76°50'55" W13.64'N 88°4
6'10" W3
3.9
8'
N 05°03'15" E49.77'
S 12°57'50" W
32.57'N 69°10'53" W127.12'
S 28°27'50" W
85.00'N 72°17'35" W132.71'
S
8
0
°
3
5'
1
4
" E1
5
4
.
2
0'
S 11°59'57" W137.83'
S 8
8
°3
9'46"
E
45.33'
N 8
4°26'39" E
21.78'N 37°04'27" E
28.10'
S
42°18
'18" W
34
.71
'
S 10°30'40" E134.26'
N 11°53'33" E232.00'S 80°35'14" E3.81'S 71°36'27" E291.00'
N
4
8°08'33" E163.23'N 51°10'06" W380.90'EIP
EIP
EIP
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
EX
IST
ING
R
/W
EXISTING R/W
N 05°03'16" E153.11'
INTERSTATE 40 WBL 24' CONC
INTERSTATE 40 EBL 24' CONC
-EL-WBL-
-EL-EBL-
LUZMILA PETERSON
JERALD L. PETERSON
STEPHANIE K. MATTIN
DIRK MATTIN
BARBARA PENNY
JESSICA BUCKLEY
THOMAS C. III BUCKLEY
BARBARA PENNY
SANDRA FOWLER
DANIEL ALTON HOLLANDKATHRYN HOLLAND CAVENAUGH
RHONDA HOLLAND TOPPINGS
S 49°08'20" E186.03'N 09°49'25" E207.88'S 71°23'13" E166.57'
N 09°49'24" E188.06'291.27'N 27°10'38" E
244.42'S 71°02'34" E213.45'S 71°23'13" E195.27'
S
8
6°4
4'0
9"
E
3
2
3.2
4'S 66°39'44" EN 09°46'12" E190.00'
J
US
TI
N HOL
L
ANDHW
CONC
8.0'12" CMPDI
15" RCPDI
DI
15" RCPDI
15" RCP18" RCP
DI
DI24" RCP24" RCP24" RCPINCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
WI
WJ
SJ
SK
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
SITE 55
SITE 54
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.5/31/2022R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 3\Buffer\I5111_I4739_hyd_4C_buf_psh49.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
49
MATCHLINE -L- STA. 232+00 SEE SHEET 48MATCHLINE -L- STA. 245+00 SEE SHEET 50NAD 83
I-5111/I-4739
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
235+00 240+00
245+00245+00
-L-
82
83
85
85A
82A
82A
84
84A 84B
84C
F
F F
C
F
C
C
C
F
F
F
C
C
C
C
C
F
F
ENGLISH
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
SHEET 41 OF 52
BUFFER DRAWING
-L3- STA. 239+99.56 LT
LP
LP
-L3- STA. 240+01.36 RT
0.40%0.30%
0.39%0.30%
BDO
SEE DETAIL AK
BERM V DITCH
15" RCP-IV
2 ELBOWS
15" CSP
15" RCP-III
15" RCP-IV
JB w/MH
2 ELBOWS
15" CSP
SEE DETAIL AM
LATERAL 4' BASE SWALE
2
ELBOWS
15
" CSPNOT BURIED TRENCHLESS INSTALLATION 48" WELDED STEEL2 ELBOWS15" CSPNOT BURIED TRENCHLESS INSTALLATION 54" WELDED STEELSEE DETAIL B
SPECIAL CUT DITCH
HW RETAINDI
REMOVE
DI
REMOVE
DI
REMOVE
DI
REMOVE
DI
REMOVE
DI
REMOVE
REMOVE
SEE DETAIL AV
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL AV
W/ CL I RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL AV
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL AU
SPECIAL CUT 4' BASE SWALE
SEE DETAIL AV
W/ CL B RIPRAP
LATERAL 4' BASE DITCH
SEE DETAIL AM
LATERAL 4' BASE SWALE
15" RCP-IV
15" RCP-IV 15" RCP-IV 18" RCP-IV
FILL
W/ FLOWABLE
PLUG & FILL
FILL
W/ FLOWABLE
PLUG & FILL
P
P
P
P
REMOVE
2 ELBOWS
24" CSP
RETAINP
P
FILL
W/ FLOWABLE
PLUG & FILL
2 ELBOWS
15" CSP
15" RCP-III
15" RCP-III
JB w/MH
48" RCP-III
P
FILL
W/ FLOWABLE
PLUG & FILL
WSF
2-2GIBs-
TB 2GIB-ST
TB 2GIB-ST
TB 2GIB-ST
TB 2GIB-ST
TB 2GIB-STTB 2GIB-STTB 2GIB-ST
TB 2GIB-ST
2-2GIBs-WSF2GIB-WSF
2GIB-WSF
30" RCP-III
JB w/Slab Lid
RCP-III
54"
SEE DETAIL O
W/ CL I RIPRAP
TOE PROTECTION
SEE DETAIL OW/ CL I RIPRAPTOE PROTECTION
DETAIL AM
SWALE SEE
LATERAL 4' BASE
V10=1.90 ft/s
Q10=15.0 cfs
V10=1.97 ft/s
Q10=16.0 cfs
4OTCB
SEE DETAIL AW
W/ CL B RIPRAP
BERM 4' BASE DITCH
(SEE DETAIL BB)
LENGTH=45'
ON BANKS ONLY
W/ 155 SY GEOTEXTILE
83 TONS CL I RIP RAP
W/ 14 SY GEOTEXTILE
5 TONS CL B RIP RAP
INTO PROPOSED DITCHES
TRAVELING ONSITE
CONCENTRATED FLOW
ALL LOCATIONS OF
(WITH RIPRAP)
CONTRACTOR TO FIELD ADJUST
DETAIL AX
RIPRAP SEE
DITCH W/ CL B
LATERAL 4' BASE
TB 2GIB-ST
REMOVE 19'
(SEE DETAIL BB)
LENGTH=40'
W/ 125 SY GEOTEXTILE
65 TONS CL I RIP RAP
REVISED 6/1/2022
Submitted 6/21/2022