R-2828_Permit Drawings_20240508

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END TIP PROJECT R-2721B
BEGIN TIP PROTECT R-2828
BEGIN CONSTRUCTION
—L— STA. 500 + 00.00
SITE #13
SITE #11 -Y17-
SR 1006
SITE #10 OLD STAGE
RD.
SITE #9
SITE #8 v
Sill E #6
PANTHER �
NORFOLK RANCH
SOUTHERN 10
RAILROAD M 7 9
\4 5
HOLLY SPRI 6 _ 16_ 1 I--54b c)S 2723
SITE #1 FANNY BROWN
RD. SITE #12
SITE #2 SITE #7 SITE #70
SITE #3 SITE #5 SITE #13A /
SITE #4 SITE #15 J
CLEARING ON THIS PROJECT SHALL BE PERFORMED $ITE #15A -
TO THE LIMITS ESTABLISHED BY METHOD III.
SITE #17
THIS IS A CONTROLLED ACCESS PROJECT WITH
ACCESS BEING LIMITED TO INTERCHANGES.
STATE OIL NORTH CAROI INA
DIVISION OIL HIGHWAYS
WAKE CH JOHNSTON COUNTY
LOCATION. TRIANGLE EXPRESSWAY SOUTHEAST EXTENSION FROM
EAST OF US 401 TO EAST OF I-40
TYPE OF WORK: DESIGN -BUILD AS SPECIFIED IN THE SCOPE
OF WORK CONTAINED IN THE REQUEST FOR
PROPOSALS BEGIN CONSTRUCTION
-Y22- STA. 382+01.19
SITE #82A
WETLAND AND SURFACE WATER IMPACTS PE� SITE#83—
SITE #84 —
SITE #85
SITE #73 -
PAC KAG E R-2 82 8 -Y22B- SITE #57A
DATE: NOVEMBER 4 2019 NEW BETHEL SITE #57
I CHURCH RD. SITE #59
SITE #58 -
SITE #58A -
SITE #55
SITE #56 -
SITE #13A oZ SITE 454
SITE #53
SITE #14 SITE #52
SITE #16 SITE #51A
SITE #51
SITE #18A
SITE #45 SWIFT
SITE #1813 SITE #44 -�\ CREEK
SITE #18
SITE #19A
SITE #19
LITTLE
CREEK
13
�?®0 4 15 \ 1 \4
SRo2725 BIt6
HOLLAND
CHURCH RD.
SITE #21
SITE #22
SITE #23
SITE #40B
SITE #24
SITE #25
SITE #31
SITE #26A
SITE #32
SITE #27
SITE #28
L-
-Y20-
JORDAN BUFFALO
8I-540
RD CREEK
19
20
21 22 _ _
SR
SAULS
P.D.
SITE #26
SITE #29 -
- SITE #20
SITE #30
GUFFY
BRANCH
SITE #33 -j
SITE #34
SITE #35
8TAT6
STATE PROJECT RBPBRBNCB NO.
SIR
NOT
TOTAL
XBBTS
N.C.
R-2828
I
9TATE PRO! NO.
F A PROJ.NO
DBOCRIPTION
35516.3.GV1
NHP 0540(043)
DESIGN -BUILD
35516.2.3
NHP-0540 043
WW
35516.2.TA7
NHP-0540 043
P1w
END TIP PROJECT R-2828
END CONSTRUCTION
—L—STA. 968 + 50.00
A
Y22-
i-40
e
SITE #50
-Y21- SITE #49
H
�, -Z
'
50 2ro SITE #48
RD SITE #47
0
x
I-540
TT—�
SEA
53
52 .
SITE #82
SITE #78
- SITE #77
SITE #79
SITE #80
SITE #81
SITE #87
SITE #88
END CONSTRUCTION
-Y22- STA. 497 + 92.36
srs 25 SITE #76
SITE #75
SITE #42
` SITE #41
SITE #40
�sr SITE #39
ITE #40A
SITE #38
SITE #37 PERMIT DRAWING
SITE #36 ) LANE f -a6L!JTHE SHEET 1 OF 171
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
P P° ( ° f"
"
sul nrs''Brrevu.Le srHBer
HYDRAULICS ENGINEER
50 25 100
ADT 2018 = NA
LENGTH OF ROADWAY PROJECT R-2828 = 8.055 Miles
sua ; F,r6 usoo
1 I L H NC JT601
"q.RJ6.4o40
FA%: 1.919.836.4099
ND•F-0F65
®0�
,�50
��
ADT 2040 = 53,400
5
ARNRF
FOR THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATTON
2018 STANDARD SPECIFICATIONS
�,
DHV = %
PLANS
D = 65 %
LENGTH OF STRUCTURE PROJECT R-2828 = 0.562 Miles
P.E.
® m
50 25 0 50 100
T = 11 % *
V = 75 MPH
(TTST 4 + DUAL 7)
TOTAL LENGTH OF TIP PROJECT R-2828 = 8.617 Miles
RIGHT OF WAY DATE.
SEPT. 09, 2019
DANIEL BRIDGES, PE
SIGNATURE
�
�� Q�
NtQo
p ®jpl
ROADWAY DESIGN
ENGINEER
PROJECT ENGINEER
PROFILE (HORIZONTAL)
HORIZONTAL
10 5 0 10 20
LETTING DATE:
RONYELL THIGPEN, PE
pA&M
PROJECT DESIGN ENGINEER
FUNCTIONAL CLASS:
FREEWAY
NCDOT CONTACT. DESIGN EWER PROJECT ENGINEER -
TRAxsPoerarrox PROGRAM MANAGEMENT uxrT
DEC. 11, 2019
P.E.
SIGNATURE:
PROFILE (VERTICAL)

III I W/ELB S ITE #41
INSET A
CE TEMPORARY R5
RIM PACT U R AQC� GRAPHIC SCALE
TEIZffVIP CT
DENOTES IMPACTS IN
CLEARING
I� ►'I� �II►�p ��WETLAND
DENOTES TEMPORARY
IMPACTS IN SURFACE WAT!
Apip
PIPE 0 CHANNEL
STAg
SWIFT CREEK BASIN
llu,
• III SITE #41
RI II + vW ail
II 1 N I -
1
A
� v
/-
:ram
f�
"J � w iTPE -
n
Poe
oe-�
\ a,
a
".
va ......
zl—
EP
SE #40A E —
TLANP
PONDS SHALL BE DRAINED IN ACCORDANCE WITH
THE "POND PLANAS APPROVED BIY NAGE THE ENGINE RUIREMENT
PERMIT DRAWING /
SHEET 90 OF 171 /
ioo
GRAPHIC SCALE / -

®ITSIJ
DENOTES FILL IN I _ ., e e:'NF ?2 FCj `''di-• I
WETLAND
/g I , °° ?NFTSFF
DENOTES IMPACTS IN
SURFACE WATER E }� / /�// * 46 T
/d o 7 /� /� / / 0 T; 4:" LINE SEE SN16+50.00 \
DENOTES TEMPORARY E�. "� /// // / / /op
TSLIPBPp. STA 01 I\
IMPACTS IN SURFACE WATER a WE_K- '/a / ""/
TEMPORARY FILL IN WETLAND
/ > soon
SITE#58
[�SF
m,,..
IMP TS
"BY OHERS",�TYP.
(PROJECT 1-511,1
NOTE: SHADED REA SI N(FI,ES' o° .
REVISION TO 41E OF IIVIPA > , o $°
u, IN WETLAND. v
0051 AC OF ORIG AJL IMPA _ ��
�l NTIFIIED AS FILL T A
ILL NOW BE EXCA I I
STA,??pCyjNF / e-n PROPOSED GUARDRAIL / �+�a w \
S6*SyU. 'GiPE f�. / /// ��/ / �I{" �" ` C}p�
ED �' /c \\\..
DAT_I PROPOSG RAL / PROPOSED GUARDRAIL I:i G / / xc xsTt
W
m+ PROPOSED GUARDRAIL —/T— — N5
xc 9 930 PE �)] PROPO -A U -1 1s N 66 000'E ' / 91, 950 s0 RRIER'ARDRAIL W
GUARDRA25
IL 2
/ r' asc 5 die a/ / S
�II
o
AD
Qo�� of I
°..x,
SITE #7 (Av
�.�* PONDS SHALL BE DRAINED IN ACCORDANCE WITH
SD y�e '?zS1NF / F° ° �* 3 REQUIREMENT"
/
THE "POND DRAINAGE PLAN REQUIR "
AS APPROVED BY THE ENGINEER
SN O • F d 1
m SrGE 0.0 sFC? yF SF ' PI
A .eE�". U,Eeu µ mix a _„_ 1 \
S4N Q4N sill.® SrAF4yFFT s '$eE PERMIT DRAWING
EHEM Br*OSOr9.<?�y` SHEET 128 OF 171
a 4 j9,e�ty MA TC
- —g� � B€i "Rv°o> ERs oo �� reeolav crelo Y22 LYCCNES"A. 8
7E 7' q8

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
1 *
503+27 (RT)
RDWY Fill (WCD)
0.161
2
505+24, 505+63 (LT)
9'x8' RCBC (SBP)
0.03
0.002
519.00
20.000
2
505+24, 505+63 (LT)
9'x8' RCBC Pipe Stabil. (SBP)
0.01
95.00
3
506+50 (RT)
42" RCP(WCE(1),WCE(2),SBR)
0.546
0.007
0.00
0.000
90.00
10.000
3
506+50 (RT)
42" RCP Pipe Stabilization (SBR)
0.00
35.00
4
508+50 (LT)- 511+70 (RT)
Drain Pond (PM)
1.57
5**
508+60-515+40 (RT)
RDWY Fill (WCF) / Stream (SBR)
0.033
0.03
462.00
6
512+15 (LT)
RDWY Fill (WCH) / Stream (SBU)
0.018
0.009
0.035
0.02
0.004
173.00
33.000
7
515+32 (LT) - 520+00 (LT)
RDWY Fill (WCI) / Stream (SBS)
0.673
0.067
0.054
0.00
27.00
8
529+75 - 531+00 (RT)
Roadway Fill (WCJ)
0.118
0.010
9
545+63 - 548+40
Roadway Fill (WCL)
0.220
10
548+68 (LT)-549+40 (RT)
6'x8' RCBC (SBY, WCM)
0.003
0.05
0.002
485.00
18.000
10
548+68 (LT)-549+40 (RT)
Culvert Stabilization (SBY)
0.01
77.00
10
548+68 (LT)-549+40 (RT)
Bank Stabilization (SBY)
0.00
14.00
11
557+67 (RT)-559+60 (LT)
9'x8' RCBC (WCQ, SBX)
0.077
0.043
0.08
0.004
484.00
22.000
11
557+67 (RT)-559+60 (LT)
9'x8' RCBC Culvert Stabil. (SBX)
0.01
70.00
11
557+67 (RT)-559+60 (LT)
Bank Stabilization (SBX)
0.00
7.00
12
558+00 (RT)
Roadway Fill (WCR)
0.055
13
Ramp Quad C (-Y17-)
Drain Pond (PN)
1.04
13
Ramp Quad C (-Y17-)
Roadway Fill (WCV)
0.020
0.005
13**
Ramp Quad C (-Y17-)
Roadway Fill (WCW)
0.043
13A
Ramp Quad A (-Y17-)
Drain Pond (PP)
1.01
13A
Ramp Quad A (-Y17-)
Roadway Fill WCZ(2)
0.400
0.001
SHEET 1 SUBTOTALS***:
2.36
0.00
0.08
0.16
0.00
3.88
0.01
2538
103
0
NOTES:
*Represents an isolated wetland impact (also non -riparian)
**Represents any non -riparian wetland impact
***Rounded totals are sum of actual impacts
Revised 2018 Feb

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
14
609+07 (LT)-610+38 (RT)
Roadway Fill (WCZ(1))
1.284
0.271
14
609+07 (LT)-610+38 (RT)
10'x8' RCBC (SCC)
0.02
0.001
322.00
10.000
14
609+07 (LT)-610+38 (RT)
Culvert Stabilization (SCC)
0.01
78.00
14
609+07 (LT)-610+38 (RT)
10'x8' RCBC (SCK)
0.02
0.001
257.00
10.000
14
609+07 (LT)-610+38 (RT)
Culvert Stabilization (SCK)
0.00
26.00
15
616+50 (RT)
Drain Pond PQ, WCZ(2)
0.35
15A
616+50 (RT)
Energy Dissipator (WCZ(2)
0.000
0.002
16
618+00 (RT)
Drain Pond (PR)
1.01
17
622+30 - 622+54 (RT)
Roadway Fill (WCZ(1))
0.014
0.005
18
653+75 - 655 + 50 (LT)
Roadway Fill (WDB)
0.356
0.037
18A
-Y18A- 15+00 - 17+50
Roadway Fill (WDD)
0.196
0.096
18B
-Y18A- 19+50
18" RCP (SCF)
0.01
0.001
47.00
10.000
18B
-Y18A- 19+50
18" RCP Pipe Stabil. (SCF)
0.01
17.00
19
BRIDGE
Bank Stabilization (SCG)
0.00
0.003
10.00
17.000
19A
BRIDGE
Roadway Fill (WDB)
0.033
0.020
0.853
20
662+00 - 671+00
Roadway Fill (WDB)
2.000
0.117
21
689+00 - 691+00 (LT)
Roadway Fill (WDF)
0.186
0.018
0.049
22
690+00 - 691+75 (RT)
Drain Pond (PU)
0.87
23
692+20 - 703+00
Roadway Fill (WDG(1))
2.754
0.375
0.261
24
699+00 - 700+00 (LT)
Drain Pond (PW)
0.12
25
703+00 - 705+40
Drain Pond (PV)
0.93
26
697+00-709+00
Roadway Fill (SCL)
0.06
0.001
1047.00
10.000
26
697+00-709+00
Culvert Stabilization (SCL)
0.00
30.00
SHEET 2 SUBTOTALS***:
6.823
0.000
0.394
0.858
0.853
3.404
0.007
1834.000
57.000
0.000
NOTES:
*Represents an isolated wetland impact (also non -riparian)
** Represents an isolated wetland impact
***Rounded totals are sum of actual impacts
2018 Feb

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
26A
707+50
Roadway Fill (SCM)
0.01
0.002
266.00
35.000
26A
707+50
Culvert Stabilization (SCM)
0.00
65.00
27
705+75 - 714+00
Roadway Fill (WDH)
2.443
0.030
0.236
28
711+00 - 714+00 (LT)
Roadway Fill (SCN)
0.01
0.001
156.00
10.000
29
726+50 - 728+00 (RT)
Drain Pond (PY)
1.40
30
728+00 - 734+50 (RT)
Channel Change (SCQ)
0.06
673.00
31
736+00
Roadway Fill (WDJ, SCQ)
0.375
0.092
0.03
0.007
130.00
58.000
32
736+70 (LT) - 738+00 (RT)
2 @ 8'x9' RCBC (SCP)
0.07
0.016
379.00
92.000
32
736+70 (LT) - 738+00 (RT)
Culvert Stabilization (SCP)
0.01
44.00
32
736+70 (LT) - 738+00 (RT)
Bank Stabilization (SCP)
0.00
29.00
33
759+00 (RT) - 759+82 (LT)
Roadway Fill (WDM)
0.392
0.030
34
767+65 (RT)
Roadway Fill (WDN)
0.001
35
782+00 (LT)
9'x8' RCBC (SCT)
0.05
0.004
441.00
37.000
35
782+00 (LT)
Culvert Stabilization (SCT)
0.01
47.00
35
782+00 (LT)
Bank Stabilization (SCT)
0.00
18.00
36
782+00 - 787+20
Roadway Fill (WDO)
0.707
0.002
0.060
37
785+90 (RT) - 787+70 (LT)
48" RCP (SCV)
0.03
0.003
394.00
20.000
37
785+90 (RT) - 787+70 (LT)
Pipe Stabilization (SCV)
0.00
37.00
38
788+00 (LT)
Roadway Fill (WDP)
0.006
39
812+00 - 813+00 (LT)
Roadway Fill (WDS)
0.080
40
812+90 - 813+37 (LT)
Channel Change (SDB)
0.01
54.00
40
813+50 (LT)
Channel Change (SDC)
0.01
93.00
40A*
-Y21- 40+00 (LT)
Roadway Fill (WDR)
0.091
40B
-Y21- 44+40 (RT)
Roadway Fill (SCZ)
I
I
I
I
I
1 0.00
0.001
52.00
13.000
SHEET 3 SUBTOTALS***:
1 4.09
1 0.00
1 0.03
1 0.43
1 0.00
1 1.70
0.03
2878
265
0
NOTES:
*Represents an isolated wetland impact (also non -riparian)
**Represents any non -riparian wetland impact
***Rounded totals are sum of actual impacts
2018 Feb

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
41
813+50 (LT) - 829+50 (RT)
Channel Change (SCY)
0.24
0.03
1689
130
41
-Y21- 44+50 (RT)
18" CSP (SCY)
< 0.01
58
41
-Y21- 44+50 (RT)
Pipe Stabilization (SCY)
< 0.01
21
41
829+50 (LT) - 834+00 (RT)
Bank Stabilization (SCY)
0.09
340
42
BRIDGE 832+50 (RT)
Work Trestle (WDU)
0.02
44
BRIDGE
Bridge****
0.02
0.02
0.54
0.05
238
44
BRIDGE
Bank Stabilization
0.01
44
45
841 +78 - 843+00 (LT)
Roadway Fill (W DV)
0.05
0.03
47
856+50 - 861 +50
Roadway Fill (W DV)
0.37
0.05
48
861 +40 - 866+30
Work Trestle (W DV)
0.02
< 0.01
0.65
49
867+50 - 868+50
Work Trestle (WDY)
< 0.01
0.17
50
876+00
14'X8' RCBC (SDJ)
0.03
< 0.01
318
46
50
876+00
Culvert Stabilization (SDJ)
< 0.01
42
50
876+00
Bank Stabilization (SDJ)
< 0.01
48
50A
875+50 - 877+00
Roadway Fill (W DZ)
0.56
0.09
51
890+00
42" RCP (SDK)
< 0.01
< 0.01
32
10
51
890+00
Pipe Stabilization (SDK)
< 0.01
21
51A
890+00
Roadway Fill (WEA)
0.29
52
895+00
60" RCP (SDL)
0.05
< 0.01
588
20
52
895+00
Pipe Stabilization (SDL)
< 0.01
39
53
900+50 (LT) - 906+50 (RT)
42" RCP (SDM)
0.05
< 0.01
948
20
53
900+50 (LT) - 906+50 (RT)
Pipe Stabilization (SDM)
< 0.01
47
54
1911+00 (LT) - 913+75 (RT)
I Roadway Fill (WEC)
1 1.88
1
1
1 0.10
SHEET 4 SUBTOTALS***:
1 3.19
1 0.02
0.27
1.38
1 0.50
1 0.09
4235.00
1 464.00
NOTES:
*Represents an isolated wetland impact (also non -riparian)
**Represents any non -riparian wetland impact
***Rounded totals are sum of actual impacts
****Impacts are rounded to the nearest hundreds
ised 2018 Feb

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
55
914+00 (RT)-918+50 (LT)
2@ 9'x9' RCBC (SDW)
0.12
< 0.01
834
10
55
914+00 (RT)-918+50 (LT)
Culvert Stabilization (SDW)
< 0.01
18
55
914+00 (RT)-918+50 (LT)
Bank Stabilization (SDW)
< 0.01
4
56
Y22SLIPRPB 38+50 (LT)
Channel Change (SDV)
0.02
< 0.01
518
10
57
-Y22RPB- 25+42 (LT)
54" RCP (SDT)
0.01
< 0.01
113
10
57
-Y22RPB- 25+42 (LT)
Pipe Stabilization (SDT)
< 0.01
22
57A
-Y22RPB- 26+50 (LT)
Channel Change (SDS)
< 0.01
< 0.01
72
10
58
Y22FLYBD 46+50-47+75
42" RCP (SDT)
0.01
< 0.01
196
20
58
Y22FLYBD 46+50-47+75
Pipe Stabilization (SDT)
< 0.01
47
58A
Y22FLYCC 123+00-127+0
54" RCP (SDT)
0.05
< 0.01
485
20
58A
Y22FLYCC 123+00-127+OC
Pipe Stabilization (SDT)
< 0.01
57
59
Y22FLYCC 119+00 (RT)
15" CSP (SDX)
< 0.01
17
15
59
Y22FLYCC 119+00 (RT)
Pipe Stabilization (SDX)
< 0.01
< 0.01
75
59A
Y22FLYCC 119+00 (RT)
Roadway Fill (WEJ)
< 0.01
< 0.01
70
-Y17- 28+50
24" Pipe Stabilization SCB(1)
< 0.01
< 0.01
20
10
72
REMOVED
Non -Jurisdictional Pond (PAB)
73
Y22FLYBD 34+70 (RT)
30" RCP Extension (SDR)
< 0.01
< 0.01
10
10
73
Y22FLYBD 34+70 (RT)
Pipe Stabilization (SDR)
< 0.01
57
75
Y22FLYCC 34+00-41 +00
Bridge (W EC, SDV)
0.03
0.02
1.56
0.01
254
76
Y22FLYCC 143+00 (RT)
42" RCP (WEC, SDO)
< 0.01
< 0.01
0.08
< 0.01
1101
10
77
Y22FLYCC 71+00 (615' LT
Roadway Fill (WEY)
0.06
78
REMOVED
60" RCP Pipe Removal (SET)
79
Y22FLYBD 83+00 (LT)
54" RCP (SET)
0.04
< 0.01
563
20
79
1 Y22FLYBD 83+00 (LT)
Pipe Stabilization (SET)
< 0.01
1
44
SHEET 5 SUBTOTALS***:
1 0.09
0.03
1.56
0.36
0.02
4253
399
0
NOTES:
*Represents an isolated wetland impact (also non -riparian)
**Represents any non -riparian wetland impact
***Rounded totals are sum of actual impacts
Revised 2018 Feb

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
80
-Y22FLYBD- 83+50 (RT)
Roadway Fill (WEV)
0.03
81
-Y22RPDE- 29+50 (RT)
Roadway Fill (WEU)
0.04
82
-Y22FLYBD- 113+30 (RT)
HSB Outlet SEH, (WFN(2))
0.05
< 0.01
10
82
-Y22FLYBD- 113+30 (RT)
12" Pipe Stabil. (SEH)
< 0.01
15
82A
-Y22SEC2- 382+00 - 386+00 (LT)
Channel Change (SEM)
0.04
< 0.01
422
20
83
-Y22SEC2- 396+50 (LT)
Channel Change (SEK, WFF)
< 0.01
< 0.01
< 0.01
28
13
84
-Y22SEC2- 405+00 (LT)
60" CMP & 72" WSP (SEL)
< 0.01
10
84
-Y22SEC2- 405+00 (LT)
Pipe Stabilizatoin (SEL)
< 0.01
37
85
-Y22SEC2- 416+00 (LT)
30" RCP Pipe Extension (SEV)
< 0.01
< 0.01
59
10
85
-Y22SEC2- 416+00 (LT)
Pipe Stabilizatoin (SEV)
< 0.01
19
87
-Y22SEC2- 474+20 (LT)
42" Pipe (SES)
< 0.01
10
87
-Y22SEC2- 474+20 (LT)
Pipe Stabilization (SES)
< 0.01
10
88
-Y22SEC2 (LT) - 80+00 (LT)
48" RCP (SES)
0.02
< 0.01
244
20
88
-Y22SEC2 (LT) - 80+00 (LT)
Pipe Stabilizatoin (SES)
< 0.01
30
91
Y22FLYCC 121+30/121+90 (RT)
Haul Road (SDQ)
0.01
66
92
Y22RPB 23+65/24+85 (LT)
Ex. Piers & Bridge Demolition (WEL, SDS)
0.05
< 0.01
92
93
Y22RPB 26+27 (LT)
Ex. Piers & Bridge Demolition (WEK, SDS)
< 0.01
< 0.01
35
SHEET 1 SUBTOTALS
2.36
< 0.01
0.08
0.16
3.88
0.01
2538
103
SHEET 2 SUBTOTALS
6.82
0.39
0.86
0.85
3.40
< 0.01
1834
57
SHEET 3 SUBTOTALS
4.09
0.03
0.43
1.70
0.03
2878
265
SHEET 4 SUBTOTALS
3.19
0.02
0.27
1.38
0.50
0.09
4235
464
SHEET 5 SUBTOTALS
1
1 0.09
0.03
1.56
1 0.36
0.02
1 4253
1 399
TOTALS***:
16.62
0.05
0.52
1.79
3.79
9.92
0.19
16602
1574
0
NOTES:
*Represents an isolated wetland impact (also non -riparian)
**Represents any non -riparian wetland impact
***Rounded totals are sum of actual impacts
2018 Feb