20080737 Ver 11_U2519AAAB_Wetland_Impact_Summary_20190612_20190712

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
I
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
-FLYBD- 20+10 to 23+24
ROADWAY FILL
0.57
0.04
2
-Y4- 24+18 to 26+65
ROADWAY FILL
0.03
0.06
3
-L- 30+88 to 31 +69
54" RCP - IV
< 0.01
0.02
0.03
< 0.01
300
43
4
-L- 36+56 to 37+03
36" RCP - III
< 0.01
< 0.01
78
35
5
-L- 38+17 to 38+93
60" CMP PIPE REMOVAL
0.01
< 0.01
31
6
-L- 37+55 to 44+55
ROADWAY FILL
2.20
0.28
8
-L- 75+02 to 79+96
2 @ 8' x 7' RCBC
1.93
0.03
0.11
0.11
0.08
0.01
518
85
BANK STABILIZATION
< 0.01
35
9
-L- 85+99 to 89+87
30" RCP - III
0.08
0.02
525
101
10
-L- 97+22 to 99+80
ROADWAY FILL
0.05
0.01
445
110
12
-L- 115+50 to 123+12
ROADWAY FILL
0.10
0.04
522
232
13
-L- 123+72 to 123+74
ROADWAY FILL
0.06
< 0.01
736
19
BANK STABILIZATION
< 0.01
44
14
-L- 168+35 to 173+74
72" RCP
0.11
< 0.01
515
42
BANK STABILIZATION
0.03
125
15
-L- 248+32 to 248+51
DITCH RIP RAP
< 0.01
< 0.01
< 0.01
35
BRIDGE
0.05
WORKBRIDGE
0.01
30
16
-L- 256+22 to 256+64 LT
ROADWAY FILL
0.06
0.01
0.01
17
-L- 257+79 to 258+87
ROADWAY FILL
0.15
0.02
18
-L- 261 +09 to 262+60
8'x6' RCBC
0.50
0.09
19
-L- 263+85 to 267+61
ROADWAY FILL
1.55
0.14
0.17
20
-Y1- 31 +39 to 31 +80
ROADWAY FILL
0.06
0.03
21
-Y1- 65+90 to 67+57
ROADWAY FILL
0.20
0.07
TOTALS*:
1 7.27
0
0.18
0.89
0.20
0.51
0.12
3674
728
0
*Rounded totals are sum of actual impacts
NOTES:
Bank stabilization impacts not included in totals (Site 8, Site 13, Site 14)
Site 7: Eliminated; No Impacts
Site 11: Eliminated; No Impacts
Site 16: Wetlands will be total take of .0891 AC
Site 19: Wetlands in this area will add an additional area of .5189 AC (as noted on plans)
Revised 2018 Feb