19980260 Ver 6_Summary impact table U2579DEF_20210108

Revised
WETLAND PERMIT IMPACT 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)
11
173+80 -L-
48" RCP
0.04
615
11A**
174+23 -L- RT
48" RCP
0.08
12
203+75 - 207+10 -L- RT
ROADWAY FILL
0.02
< 0.01
410
10
12A
205+69 -L- RT
FILL IN WETLAND
0.08
13
207+24 -L-
5x6 CULVERT
0.03
< 0.01
337
22
13A
209+14 -L- LT
4' BASE DITCH
< 0.01
14
222+50 - 223+56 -L- RT
48" RCP
0.01
< 0.01
220
11
14A
222+65 -L- LT
POND
3.06
15
242+86/244+20 -L-
5'x6' RCBC
0.05
< 0.01
520
15
15A
243+60/244+00 -L-
5'x6' RCBC
0.04
16
253+92/255+58 -L-
42" RCP AND DITCH
0.05
< 0.01
513
20
17
261+02/262+96 -L-
6'x6' RCBC
0.08
< 0.01
928
23
18
275+75/276+78 -L-
42" RCP
0.03
< 0.01
161
11
19
279+30/280+86 -L-
5'x7' RCBC
0.04
< 0.01
250
11
19
280+86/281+71 -L-
5' STANDARD BASE DITCH
< 0.01
< 0.01
91
15
20
280+61/281+66 -L-
REMOVE 2 - 72" CMP
0.02
< 0.01
35
31
20A
286+51/286+74 -L-
BANK STABILIZATION
< 0.01
< 0.01
16
21
20B
285+56/285+81 -L-
BANK STABILIZATION
< 0.01
< 0.01
20
21
20C
285+19/285+65 -L-
TEMPORARY WORK PAD
0.06
165
21
285+19/285+65 -L-
CHANNEL CHANGE
< 0.01
133
21
285+19 -L-
BANK STABILIZATION
< 0.01
< 0.01
10
10
22
303+57/304+09 -L-
30" RCP/ 36" RCP
< 0.01
< 0.01
97
7
23
316+25/317+41 -L-
6'x6' RCBC
0.04
< 0.01
348
11
23
317+40/317+49 -L-
BANK STABILIZATION
< 0.01
< 0.01
26
10
TOTALS SHEET 2*:
0.20
< 0.01
3.50
0.09
4730
414
0
*Rounded totals are sum of actual impacts
NOTES:
-**Wetland ES-W33 is total take
-Site 24 is a Channel Relocation
2013 10 24
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/29/2018
FORSYTH
U-2579D, E & F
34839.3.GV7
SHEET OF