20130223 Ver 1_Application_20130412 (3)

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WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No,
Station
(RomffoJ
Structure
Size I Type
Permanent
Fill In
Wetlands
(acJ
Temp,
Fill In
Wetlands
(acJ
Excavation
in
Wetlands
(acJ
Mechanized
Clearing
in Wetlands
(acJ
Hand
Clearing
in
Wetlands
(acJ
Permanent
SW
impacts
(acJ
Temp,
SW
impacts
(acJ
Existing
Channel
Impacts
Permanent
(11J
Existing
Channel
Impacts
Temp.
�ftJ
Natural
Stream
Design
I [11J
1
L. 283 +36 T0286 +34
48" RCP
0.10
ON
0.03
U1
385
13
•L•286 +11T0286 +22
BankStabllizallon
11
2
L 287 +09 TO 287 +21
30° RCP
0,01
0.01
13
14
•L• 287 +00 TO 287 +30
Bank Stabilizalion
11
•L• 287 +11 TO 287 +17
Bank SlabilizalioR
32
3
L. 296 +40 T0297 +18
36" RCP
0,03
0.01
345
20
-L- 296 +44T0296 +52
BankSlabilizalion
10
3A
•L• 296 +82 T0297 +00
Roadway
0.01
30
4
L. 312 +90 TO 31341
1 @ 10' x 7' RCBC
0.06
0 01
331
46
•L• 312 +95 TO 313 +13
Bank Stabilization
30
5
L. 314 +67 TO 321 +11
1 @ 10' x 6' RCBC
0,10
0.01
688
40
•L• 314 +72 TO 315 +05
Bank Stabilization
37
5A
•L• 320 +86 TO 321 +95
Roadway
0,01
90
-L- 320 +78 TO 321 +04
Bank Stabilization
25
6
-L- 323 +60 TO 324 +44
0,04
0.01
60
15
7
•L• 345 +01 TO 345 +88
30" RCP
0.01
0,03
0,01
227
10
•L• 345 +74 TO 345 +85
Bank Slabilizalion
11
7A
•L• 345 +02 TO 345 +49
Roadway
0.01
57
8
L 358 +77 TO 360 +29
54" RCP
0.05
0,01
412
20
L 359 +46T0359 +57
BankSlabilizalion
13
9
L 380 +47 TO 382 +86
Bridge
0,02
0.40
10
L 387 +31 T0387 +46
BankSlabilizalion
0.01
16
11
L 389 +65T0398 +04
Bridge
01
1.44
12
L. 399 +62 TO 408 +51
Bridge & Roadway
2.57
0.36
0.96
13
•L• 407 +72 TO 415 +79
Haia(dous Spill Basins, afidge,
Roadway & 66" RCP
124
0.34
0,64
1.58
U3
0.01
204
20
•L• 409 +67 TO 409 +73
Bank Stabilization
12
•L• 410 +77 TO 410 +89
Bank Stabilization
12
- L- 41148T0411 +42
BankSlabilizalion
36
-L- 414 +83T0415 +16
BankSlabilizalion
22
14
•L•419 +09T0420 +79
Bridge
0.11
TOTALS;
1,03
0.34
123
4.38
0,42
0,09
3120
198
Notes, Permanent Welland Impacls from bridge conshclion = 0.11 acres
Temporary Wohmd Impacls from work bridge construction = 0.14 acres
See Sheet — ___ of — for a defailod breakdown of the proposed bridge consfmclion impacts.