20190593 Ver 7_I-5111_I-4739 Individual Modification Wake_Johnston July 6 2022_20220706

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 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
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)
Buffer Restoration 1479 Close OUt I-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
(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 7/6/2022
MARTIN MARIETTA MATERIAL INC.
MAPPED PER WAKE CO. G.I.S.
GARNER ECONOMIC DEVELOPMENT CORP.
MARTIN MARIETTA MATERIAL INC.
MAPPED PER WAKE CO. G.I.S.
CABLE
EOP
EOP
EOP
EOP
EOT
EOT
EOT
EOT
10' CONC
10' CONC
4' CONC
4' CONC
CABLE
MTL
MTL
10' CONC
10' CONC
4' CONC
4' CONC
I-40 EBL 35' CONC
I-40 WBL 35' CONC
;
;
EXISTING R/W
R/W MON R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
S
BL-117
R/W MON
15
" RC
P36" R
CP
15" RCP
36" RCP
15" HDPE15" CMP18" CMP18" RCPDI DI
DI
DI
DI
HW
CONC
11'
DI 15" RC
P36" R
CP
DI
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]
SRM
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\Wetland\I5111_I4739_hyd_4C_wet_psh17.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17
NAD 83
MATCHLINE -L- STA. 179+00 SEE SHEET 18MATCHLINE -L- STA. 165+00 SEE SHEET 16FOR -L- PROFILE SEE SHT. 85
I-5111/I-4739
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-L-
-L- TS Sta. 173+23.00
-L- SC Sta. 176+23.00
170+00 175+00
-L-
165+00
C
C
C
F
C
FCFCCCC
CC
C
CCF 14
14
SITE 14A
SITE 14B
SITE 14C
TS
TS
S
S
TS
TS
TS S
TSS
S
TS
S
TS
TS
S
S
S
TS
TS TS
S
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
SEE INSET C
INSET C
SEE INSET BSEE INSET A
INSET A INSET B
SHEET 31 OF 125
PERMIT DRAWING
FS
15" RCP-III FS
FS
18" RCP
EXTEND
COLLAR AND
15" RCP-III
BDO2 ELBOWS18" CSPRETAIN18" RCP-III
42" RCP-III
15" RCP-III
HW
15" RCP-III
WSS
2GIB
TB 2GIB-ST
TB 2GIB-ST
WSS
2GIB
TB 2GIB-ST
TB 2GIA-ST
TB 2GIA-ST
FS
W/ FLO
WABLE FILL
PLU
G
& FILL
REMOVE DI
REM
OV
E
W/ FLO
WABLE FILL
PLU
G
& FILL 42" WELDED STEEL TRENCHLESS INSTALLATION42" RCP-III
P
P FLOWABLE FILLPLUG & FILL W/FLOWABLE FILLPLUG & FILL W/REMOVE
TB 2GIA-ST
P
P
P
P
SEE DETAIL D
W/ HINGE
SPECIAL CUT DITCH
SEE DETAIL D
W/ HINGE
SPECIAL CUT DITCH
SEE DETAIL E
SPECIAL CUT SWALE
SEE DETAIL G
W/ HINGE
SPECIAL CUT SWALE
SEE DETAIL A
BERM V DITCH
2 ELBOWS1
5" CSPREMOVE DI REMOVE DI
SEE DETAIL A
BERM V DITCH
SEE DETAIL D
SPECIAL CUT DITCH W/ HINGE
REMOVE DI
SEE DETAIL C
W/ CL B RIP RAP
BERM V DITCH
15" RCP-III
2 ELBOWS
15" CSP
2GIB-WSS
BDO
FS
SEE DETAIL A
BERM V DITCH
2GIA-WSS
2GIB-WSS
24" WELDED STEEL INSTALLATIONTRENCHLESS42" WELDED STEE
L
INSTAL
L
ATIO
N
TRENC
HL
ES
S24" RCP-III24" RCP-III
COLLAR
COLLAR
42" RCP-III
REMOVE
REMOVE DI
SEE DETAIL J
TOP ELEV.=349.5'
10' WIDE BERM
7 SY GEOTEXTILE
2 TONS CL B RIP RAP
(SEE DETAIL BB)
LENGTH=35'
ON BANKS ONLY
W/ 98 SY GEOTEXTILE
50 TONS CL I RIP RAP
(SEE DETAIL BB)
LENGTH=5'
ON BANKS ONLY
7 SY GEOTEXTILE
2 TONS CL B RIP RAP
(SEE DETAIL BB)
LENGTH=8'
ON BANKS ONLY
W/ 14 SY GEOTEXTILE
5 TONS CL B RIP RAP
42" RCP-III
REMOVE DI
R
EM
OV
E
P
2 ELBOWS15
" CSPREVISED 6/27/2022
Submitted 7/6/2022
MARTIN MARIETTA MATERIAL INC.
MAPPED PER WAKE CO. G.I.S.
GARNER ECONOMIC DEVELOPMENT CORP.
MARTIN MARIETTA MATERIAL INC.
MAPPED PER WAKE CO. G.I.S.
CABLE
EOP
EOP
EOP
EOP
EOT
EOT
EOT
EOT
10' CONC
10' CONC
4' CONC
4' CONC
CABLE
MTL
MTL
10' CONC
10' CONC
4' CONC
4' CONC
I-40 EBL 35' CONC
I-40 WBL 35' CONC
;
;
EXISTING R/W
R/W MON R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
S
BL-117
R/W MON
15
" RC
P36" R
CP
15" RCP
36" RCP
15" HDPE15" CMP18" CMP18" RCPDI DI
DI
DI
DI
HW
CONC
11'
DI 15" RC
P36" R
CP
DI
310
310320320
320
3
2
0
320320320320320330 330
330
33
0
33033033
0
33033
0
330330330330340
340 340
340
340
340
340340340340340340340340350350
350 350
350
350
350
35
0
350
350
350350
3503503503503503
5
0
35035036036036036036036036036
0
360360360360360360360360360
360
360
360
360
36036
0
370370370370
370370370370370
370
370 370
370
370370380380380
380380380380380 3803903903
4
0
350
320
32033
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]
SRM
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\Wetland\I5111_I4739_hyd_4C_wet_psh17_con.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17
NAD 83
MATCHLINE -L- STA. 179+00 SEE SHEET 18MATCHLINE -L- STA. 165+00 SEE SHEET 16FOR -L- PROFILE SEE SHT. 85
I-5111/I-4739
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-L-
-L- TS Sta. 173+23.00
-L- SC Sta. 176+23.00
170+00 175+00
-L-
165+00
C
C
C
F
C
FCFCCCC
CC
C
CCF 14
14
SITE 14A
SITE 14B
SITE 14C
TS
TS
S
S
TS
TS
TS S
TSS
S
TS
S
TS
TS
S
S
S
TS
TS TS
S
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
SEE INSET C
INSET C
SEE INSET BSEE INSET A
INSET A INSET B
SHEET 32 OF 125
PERMIT DRAWING
FS
15" RCP-III FS
FS
18" RCP
EXTEND
COLLAR AND
15" RCP-III
BDO2 ELBOWS18" CSPRETAIN18" RCP-III
42" RCP-III
15" RCP-III
HW
15" RCP-III
WSS
2GIB
TB 2GIB-ST
TB 2GIB-ST
WSS
2GIB
TB 2GIB-ST
TB 2GIA-ST
TB 2GIA-ST
FS
W/ FLO
WABLE FILL
PLU
G
& FILL
REMOVE DI
REM
OV
E
W/ FLO
WABLE FILL
PLU
G
& FILL 42" WELDED STEEL TRENCHLESS INSTALLATION42" RCP-III
P
P FLOWABLE FILLPLUG & FILL W/FLOWABLE FILLPLUG & FILL W/REMOVE
TB 2GIA-ST
P
P
P
P
SEE DETAIL D
W/ HINGE
SPECIAL CUT DITCH
SEE DETAIL D
W/ HINGE
SPECIAL CUT DITCH
SEE DETAIL E
SPECIAL CUT SWALE
SEE DETAIL G
W/ HINGE
SPECIAL CUT SWALE
SEE DETAIL A
BERM V DITCH
2 ELBOWS1
5" CSPREMOVE DI REMOVE DI
SEE DETAIL A
BERM V DITCH
SEE DETAIL D
SPECIAL CUT DITCH W/ HINGE
REMOVE DI
SEE DETAIL C
W/ CL B RIP RAP
BERM V DITCH
15" RCP-III
2 ELBOWS
15" CSP
2GIB-WSS
BDO
FS
SEE DETAIL A
BERM V DITCH
2GIA-WSS
2GIB-WSS
24" WELDED STEEL INSTALLATIONTRENCHLESS42" WELDED STEE
L
INSTAL
L
ATIO
N
TRENC
HL
ES
S24" RCP-III24" RCP-III
COLLAR
COLLAR
42" RCP-III
REMOVE
REMOVE DI
SEE DETAIL J
TOP ELEV.=349.5'
10' WIDE BERM
7 SY GEOTEXTILE
2 TONS CL B RIP RAP
(SEE DETAIL BB)
LENGTH=35'
ON BANKS ONLY
W/ 98 SY GEOTEXTILE
50 TONS CL I RIP RAP
(SEE DETAIL BB)
LENGTH=5'
ON BANKS ONLY
7 SY GEOTEXTILE
2 TONS CL B RIP RAP
(SEE DETAIL BB)
LENGTH=8'
ON BANKS ONLY
W/ 14 SY GEOTEXTILE
5 TONS CL B RIP RAP
42" RCP-III
REMOVE DI
R
EM
OV
E
P
2 ELBOWS15
" CSPREVISED 6/27/2022
Submitted 7/6/2022
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
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
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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 7/6/2022
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 7/6/2022
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site StationStructureFill 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)14A-L- 168+98-169+22 LTBANK STABILIZATION - SRM< 0.01 < 0.01 202014B-L- 172+50-172+75 LTBANK STABILIZATION - SRM< 0.01 < 0.01 203114C-L- 175+91-176+26 LTBANK STABILIZATION - SRM< 0.01 < 0.01 341015ONLY IN BUFFER SET16A -Y5RPD- 22+19-22+29 RTEXIST. 24" CMP PLUG - SCF< 0.011016B-Y5RPD- 24+79 RTEXIST. 15" CMP PLUG - SCF< 0.011516C-Y5RPC- 53+31 LT60" RCP - SCF, WQF< 0.01 < 0.01< 0.01 < 0.01 461017 -Y5RCP- 54+38-54+68 RT60" RCP - SOE, WQV< 0.01< 0.01 < 0.01 1221-Y5RCP- 54+68-55+37 RTBANK STABILIZATION - SOE< 0.0184-L- 250+27 LT60" WSP - SOE0.0187-L- 250+27 LTBANK STABILIZATION - SOE< 0.0140-Y5RPA- 22+51-22+93 RT60" WSP - SOE< 0.01 < 0.01 49518 -L- 256+39-257+51 LT & RTDITCH, 66" WSP- SOI< 0.01< 0.01 < 0.01 626-L- 256+70 LTBANK STABILIZATION - SOI, WSD0.02 0.02< 0.01 < 0.01 341119 -L- 272+67-275+51 LT & RTDITCH, 66" WSP - SNF0.02 < 0.01 134 1420 -L- 281+93-284+50 LT & RT CHANNEL CHANGE - SNH, WQE0.01 < 0.01< 0.01 < 0.01 9946-L- 284+50 LTBANK STABILIZATION - SNH< 0.01 < 0.01 510-L- 287+00 LTFILL SLOPE - WRX< 0.0121 -L- 322+40-323+33 LT & RT CHANNEL CHANGE, 72" RCP, SNY0.02 < 0.01 138 1922-L- 323+33-324+31 RTCHANNEL CHANGE - SOC0.01 < 0.01 108 2223A-L- 362+54-364+61 LTCHANNEL CHANGE - SLF / SEM0.01 < 0.01 204 2323B-L- 368+90-369+15 LTBANK STABILIZATION - SEM< 0.01 < 0.01 52023C-L- 374+40-379+01 LTCHANNEL CHANGE - SEM0.02 < 0.01 455 10-L- 379+01-379+22 LTBANK STABILIZATION - SEM< 0.01 < 0.01 121024-L- 378+63-379+12 LT BANK STABILIZATION - SLI, WNQ 0.02< 0.01 < 0.01 5615TOTALS*:0.02 0.03 0.02 < 0.010.15 0.03 1705 327 0*Rounded totals are sum of actual impactsREVISED 6/27/22NOTES:Revised 2016 09 09SHEET 122OF 125WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSWAKE AND JOHNSTONI-5111_I-4739NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSAPRIL 2019Submitted 7/6/2022
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill 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< 0.0182-L- 233+33-233+44 LTBANK STABILIZATION - SJ< 0.01 < 0.01 451055-L- 233+94-234+19 LT48" RCP - SK, WJ< 0.01< 0.01 < 0.01 118 1056-L- 246+22-246+77 RTCHANNEL CHANGE - SEE< 0.01 < 0.01 102 1057-L- 246+73-247+6560" WSP - SDD, WFF0.010.02 < 0.01 238 10-L- 247+59-247+78 LTBANK STABILIZATION - SDD< 0.01 < 0.01 55958-L- 269+75-270+63 LT36" WSP - SQ< 0.01100-L- 270+58-270+85 LTBANK STABILIZATION - SQ< 0.01 < 0.01 3327TOTALS*:0.090.06 < 0.01 773 76 0PROJECT TOTALS*:0.78 0.17 0.11 0.171.55 0.21 7771 1483REVISED 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*Rounded totals are sum of actual impacts6/27/2022 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSWAKE AND JOHNSTONI-5111_I-4739NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSDECEMBER 2021Submitted 7/6/2022
MARTIN MARIETTA MATERIAL INC.
MAPPED PER WAKE CO. G.I.S.
GARNER ECONOMIC DEVELOPMENT CORP.
MARTIN MARIETTA MATERIAL INC.
MAPPED PER WAKE CO. G.I.S.
CABLE
EOP
EOP
EOP
EOP
EOT
EOT
EOT
EOT
10' CONC
10' CONC
4' CONC
4' CONC
CABLE
MTL
MTL
10' CONC
10' CONC
4' CONC
4' CONC
I-40 EBL 35' CONC
I-40 WBL 35' CONC
;
;
EXISTING R/W
R/W MON R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
S
BL-117
15
" RC
P36" R
CP
15" RCP
36" RCP
15" HDPE15" CMP18" CMP18" RCPDI DI
DI
DI
DI
HW
CONC
11'
DI
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]
SRM
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/27/2022R:\Hydraulics\PERMITS_Environmental\Drawings\4C\Section 2\Buffer\I5111_I4739_hyd_4C_buf_psh17.dgnaburke8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17
NAD 83
MATCHLINE -L- STA. 179+00 SEE SHEET 18MATCHLINE -L- STA. 165+00 SEE SHEET 16I-5111/I-4739
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-L-
-L- TS Sta. 173+23.00
-L- SC Sta. 176+23.00
170+00 175+00
-L-
165+00
C
C
C
F
C
FCFCCCC
CC
C
CCF 14
14
SITE 14A
SITE 14B
SITE 14C
ENGLISH
SHEET 15 OF 52
BUFFER DRAWING MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
FS
15" RCP-III FS
FS
18" RCP
EXTEND
COLLAR AND
15" RCP-III
BDO2 ELBOWS18" CSPRETAIN18" RCP-III
42" RCP-III
15" RCP-III
HW
15" RCP-III
WSS
2GIB
TB 2GIB-ST
TB 2GIB-ST
WSS
2GIB
TB 2GIB-ST
TB 2GIA-ST
TB 2GIA-ST
FS
W/ FLO
WABLE FILL
PLU
G
& FILL
REMOVE DI
REM
OV
E
W/ FLO
WABLE FILL
PLU
G
& FILL 42" WELDED STEEL TRENCHLESS INSTALLATION42" RCP-III
P
P FLOWABLE FILLPLUG & FILL W/FLOWABLE FILLPLUG & FILL W/REMOVE
TB 2GIA-ST
P
P
P
P
SEE DETAIL D
W/ HINGE
SPECIAL CUT DITCH
SEE DETAIL D
W/ HINGE
SPECIAL CUT DITCH
SEE DETAIL E
SPECIAL CUT SWALE
SEE DETAIL G
W/ HINGE
SPECIAL CUT SWALE
SEE DETAIL A
BERM V DITCH
2 ELBOWS1
5" CSPREMOVE DI REMOVE DI
SEE DETAIL A
BERM V DITCH
SEE DETAIL D
SPECIAL CUT DITCH W/ HINGE
REMOVE DI
SEE DETAIL C
W/ CL B RIP RAP
BERM V DITCH
15" RCP-III
2 ELBOWS
15" CSP
2GIB-WSS
BDO
FS
SEE DETAIL A
BERM V DITCH
2GIA-WSS
2GIB-WSS
24" WELDED STEEL INSTALLATIONTRENCHLESS42" WELDED STEE
L
INSTAL
L
ATIO
N
TRENC
HL
ES
S24" RCP-III24" RCP-III
COLLAR
COLLAR
42" RCP-III
REMOVE
REMOVE DI
SEE DETAIL J
TOP ELEV.=349.5'
10' WIDE BERM
7 SY GEOTEXTILE
2 TONS CL B RIP RAP
(SEE DETAIL BB)
LENGTH=35'
ON BANKS ONLY
W/ 98 SY GEOTEXTILE
50 TONS CL I RIP RAP
(SEE DETAIL BB)
LENGTH=5'
ON BANKS ONLY
7 SY GEOTEXTILE
2 TONS CL B RIP RAP
(SEE DETAIL BB)
LENGTH=8'
ON BANKS ONLY
W/ 14 SY GEOTEXTILE
5 TONS CL B RIP RAP
REVISED 6/27/2022
Submitted 7/6/2022
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 7/6/2022
SiteStationStructureNo. (From/To)Size / Type14A-L- 168+89-169+89 LTBANK STABILIZATION - SRMX2058 1132 319014B-L- 172+50-172+88 LTBANK STABILIZATION - SRMX1824 1680 350414C-L- 175+81-176+98 LTBANK STABILIZATION - SRMX2795 277 307115-L- 186+18-188+55 LTROADWAY FILL - SRJX0 90 9016A-Y5RPD- 22+19-22+50 RTEXIST. 24" CMP PLUGX2032 2231 426316B-Y5RPD- 24+79 RTEXIST. 15" CMP PLUGX613 306 91816C-Y5RPC- 53+20 LT60" RCP - SCF, WQFX1489 0 148917-Y5RPC- 54+38-55+47 RT, -L- 250+27 LT, -Y5RPA- 21+91-23+05 RTBANK STABILIZATION - SOE, WQVX12732 5068 1780018-L- 256+39-257+51 LT & RT DITCH, 66" WSP- SOI, WSDX6922 3626 1054819-L- 272+67-275+51 LT & RTDITCH, 66" WSP - SNFX8722 5049 1377120-L- 281+93-284+50 LT & RT CHANNEL CHANGE - SNH, WQE,WRXX3953 956 490921-L- 322+40-323+33 LT & RT CHANNEL CHANGE, 72" RCP, SNYX8579 4452 1303122-L- 323+52-325+32 RTCHANNEL CHANGE - SOCX3438 1054 449323A-L- 361+15-364+65 LTCHANNEL CHANGE - SLF / SEMX10192 2082 1227423B-L- 368+90-369+15 LTBANK STABILIZATION - SEMX1037 0 103723C-L- 374+40-378+99 LTCHANNEL CHANGE - SEMX11509 228 1173824-L- 378+63-379+21 LTBANK STABILIZATION - SLIX1108 0 110825-L- 373+59-374+08 RTROADWAY FILL/ DITCH - SNMX61 775 83626A-L- 381+90 RTBANK STABILIZATION - SNKX422 0 42226B-L- 385+01-385+81 RTROADWAY FILL - SNKX1025 0 1025-L- 385+80-386+06 RTBANK STABILIZATION - SNKX712 0 71227-L- 386+06-386+88 RTBANK STABILIZATION - SNOX1765 1079 284428-L- 387+14-387+47 LT60" WSP - SEMX1116 0 111631431 15161 46592 52673 14924 67597 0 0NOTES:Revised 2018 Feb 6/27/2022 SHEET 47 OF 52BUFFER REPLACEMENTIMPACTSRIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPEWAKE / JOHNSTONREVISED 12/12/2019I-5111 / I-47398/3/202042346.3.1ALLOWABLEMITIGABLEAUGUST 2020ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)Submitted 7/6/2022
SiteStationStructureNo. (From/To)Size / Type39ONLY IN PERMIT SET40-L- 99+00-107+44 LT & RTBRIDGEX14449 7030 21479 1104 2993 409741ONLY IN PERMIT SET42-L- 106+42-107+44 RTROADWAY FILL - SDN, WENX7169 5126 1229543-L- 109+63-114+04 RTROADWAY FILL - SEOX7471 4557 1202844-L- 110+99-115+29 LT & RT60" RCP- SEQ, WEO(1) 1X12849 6826 1967545-L- 143+25-145+12 LT48" CSP - SEUX11384 6539 1792346-L- 164+25-164+78 RT30" CSP / 36" RCP - SEA, WOEX10987 7345 1833247-Y1RPA- 16+15-17+72 RT54" CSP - SLVX5620 2993 861348ONLY IN PERMIT SET49-L- 170+95-175+40 LT & RT 66" WSP / 66" RCP - SLU, WC, WOBX20163 9924 3008750-L- 178+00-184+97 LT&RT 60" CSP, CHANNEL CHANGE - SLS,WOAX38684 25634 6431851-L- 199+51-205+31ROADWAY FILL, 66" RCP - SLR, WNZX17316 9930 2724752ONLY IN PERMIT SET53-L- 209+51-217+29 LT & RT 54" RCP / 66" RCP - MILL BRANCHX27804 17778 4558254-L- 232+37-234+37 LT54" WSP - SJ, WI, WJX8694 5213 1390755ONLY IN PERMIT SET56ONLY IN PERMIT SET57-L- 246+11-248+25 LT & RT60" WSP - SDD, WFFX15680 9394 2507458-L- 269+75-270+63 LT36" WSP - SQX10972 7749 1872128762 15236 43999 181583 113795 295378 0 0115552 55966 171518 302860 169677 472537 0 0NOTES:Revised 2018 Feb 8/11/2021 SHEET 51 OF 52RIPARIAN BUFFER IMPACTS SUMMARYNC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSPROJECT TOTALS*:ROAD CROSSINGBRIDGEPARALLEL IMPACTZONE 1(ft2)ZONE 2(ft2)TYPE ALLOWABLEMITIGABLETOTALS*:11/19/2021BUFFER REPLACEMENTIMPACTS42346.3.1ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)ZONE 2(ft2)ZONE 1(ft2)TOTAL(ft2)WAKE / JOHNSTON1. 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 PDEJANUARY 20226/27/20228/27/2021REVISED 8/28/201912/12/20197/2/20208/11/20201/6/2022I-5111 / I-47397/13/2021Submitted 7/6/2022