Table 1.2-1 Summary of Resource Impacts/Avoidance and Minimization Measures
Impact Type |
Project Plan Sheet |
Wetlands |
Waters of the US |
Avoidance & Minimization Measures |
Environmental Protection Measures |
|||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|
Proposed Pole |
Existing Pole |
Perm. (SF) |
Temp. (SF) |
System |
Perm. (SF) |
Temp. (SF) |
Stream Crossing |
System |
||||
WSSC |
Area (SF) |
Length (LF) |
||||||||||
| NEW STR 3 |
312 |
2 |
38 |
3,752 |
Church WET1 |
0 |
0 |
0.0 |
0.0 |
|
Avoidance has been evaluated but because of engineering constraints it is not feasible at this location. Increasing span length would result in taller and additional structures. Adjusting east or west would result in a larger foundation with greater disturbance adjacent to the wetland. Work area in wetland is required for access and removal of existing structure. |
Matting, E&SC BMP |
| NEW STR 10 |
319 |
5 |
0 |
40 |
Church WET2 |
0 |
0 |
0.0 |
0.0 |
|
Structure relocated out of buffer, no permanent impact to wetland or buffer. No Access is proposed from north between Str. 9 and 10 through wetland minimizing temporary impacts. Temporary impact can't be reduced further because of access to existing pole. |
Matting, E&SC BMP |
| NEW STR 18 |
327 |
9 |
0 |
2,500 |
Sudlersville WET1 |
0 |
0 |
0.0 |
0.0 |
|
Angle structure relocated out of wetland, No Access is proposed from south between Str. 18 and 19 through Wetland/Stream minimizing temporary impacts. Temporary impact can't be reduced because of access to existing pole. |
Matting, E&SC BMP |
| NEW STR 22 |
331 |
11 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Stream Crossing is avoided because no access is proposed between Str. 22 and 23 to avoid Stream Crossing minimizing temporary impacts. | E&SC BMP |
| NEW STR 23 |
332 |
11 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 25 |
334 |
12 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Stream Crossing is avoided because no access is proposed between Structures 25 and 26 to avoid Stream Crossing minimizing temporary impacts. | E&SC BMP |
| NEW STR 26 |
335 |
13 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 30 |
339 |
15 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Stream Crossing is avoided because no access is proposed between Structures 30 and 31 to avoid Stream Crossing minimizing temporary impacts. | E&SC BMP |
| NEW STR 31 |
340 |
15 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 32 |
341 |
16 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Impacts have been minimized through the use of the existing culvert to cross Stream between Str. 32 and 33. | E&SC BMP |
| NEW STR 33 |
342 |
16 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 34 |
343 |
17 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 34 and 35 to avoid Stream Crossing minimizing temporary impacts. | E&SC BMP |
| NEW STR 35 |
344 |
17 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 36 |
345 |
18 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
The work area adjusted to avoid temporary Wetland impacts. |
Matting, E&SC BMP |
| NEW STR 39 |
348 |
19 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 39 and 40 to avoid Stream Crossing minimizing temporary impacts. | E&SC BMP |
| NEW STR 40 |
349 |
20 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 41 |
350 |
20 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 41 and 423 to avoid Stream Crossing minimizing temporary impacts. | E&SC BMP |
| NEW STR 42 |
351 |
21 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 43 |
352 |
21 |
0 |
730 |
Duhamel WET1 |
0 |
0 |
0.0 |
0.0 |
|
Construction constraints (Pulling site) limit ability to reduce temporary impacts to wetlands. |
Matting, E&SC BMP |
| NEW STR 44 |
353 |
22 |
0 |
2 |
Duhamel WET3 |
0 |
0 |
0.0 |
0.0 |
|
Structure relocated out of buffer avoiding permanent impacts; utilize existing farm road/culvert to access. |
Matting, E&SC BMP |
| NEW STR 45 |
354 |
22 |
38 |
3,754 |
Duhamel WET5 |
0 |
0 |
0.0 |
0.0 |
|
Avoidance has been evaluated but because of engineering constraints it is not feasible at this location. Increasing span length would result in taller and additional structures. Work area in wetland is required for access and removal of existing structure. The access road has been located to minimize temporary wetland impacts. |
E&SC BMP |
| NEW STR 46 |
355 |
23 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 46 and 47 to avoid Stream Crossing minimizing temporary impacts. |
Matting, E&SC BMP |
| NEW STR 47 |
356 |
23 |
63 |
3,351 |
Duhamel WET6 |
0 |
0 |
0.0 |
0.0 |
|
The Angle structure has been relocated closer to edge of wetland. Further avoidance has been evaluated but because of engineering constraints it is not feasible at this location. Increasing span length would result in taller and additional structures. Work area in wetland is required for access and removal of existing structure. |
Matting, E&SC BMP |
| NEW STR 48 |
357 |
24 |
0 |
793 |
Duhamel WET7 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact. |
Matting, E&SC BMP |
| NEW STR 49 |
358 |
24 |
0 |
10,602 |
Duhamel WET7, Duhamel WET9 |
0 |
0 |
0.0 |
0.0 |
|
Construction constraints (Pulling site) limit ability to reduce temporary impacts to wetlands. |
Matting, E&SC BMP |
| NEW STR 51 |
360 |
25 |
38 |
5,009 |
Basic WET2 |
0 |
0 |
0.0 |
0.0 |
|
Avoidance has been evaluated but because of engineering constraints it is not feasible at this location. Increasing span length would result in taller and additional structures. Work area in wetland is required for access and removal of existing structure. The access road has been located to minimize temporary wetland impacts. |
Matting, E&SC BMP |
| NEW STR 52 |
361 |
26 |
38 |
5,009 |
Basic WET2 |
0 |
0 |
0.0 |
0.0 |
|
Avoidance has been evaluated but because of engineering constraints it is not feasible at this location. Increasing span length would result in taller and additional structures. Work area in wetland is required for access and removal of existing structure. |
Matting, E&SC BMP |
| NEW STR 53 |
362 |
26, 27 |
38 |
5,009 |
Basic WET2 |
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 53 and 54 to avoid Wetland Crossing minimizing temporary impacts. | Matting, E&SC BMP |
| NEW STR 54 |
363 |
27 |
38 |
5,009 |
Basic WET2 |
0 |
0 |
0.0 |
0.0 |
|
Matting, E&SC BMP |
|
| NEW STR 55 |
364 |
27, 28 |
0 |
1,081 |
Basic WET3 |
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 55 and 56 to avoid Wetland Crossing minimizing temporary impacts. Construction constraints (Pulling site) limit ability to reduce temporary impacts to wetlands. | Matting, E&SC BMP |
| NEW STR 56 |
365 |
28 |
2 |
1,109 |
Barclay WET1 |
0 |
0 |
0.0 |
0.0 |
|
Matting, E&SC BMP |
|
| NEW STR 57 |
366 |
29 |
0 |
3,176 |
Barclay WET2 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact, access through wetland minimized. |
Matting, E&SC BMP |
| NEW STR 58 |
367 |
29 |
0 |
2,504 |
Barclay WET2 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact, access through wetland minimized. |
Matting, E&SC BMP |
| NEW STR 59 |
368 |
29, 30 |
0 |
2,871 |
Barclay WET3 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact, access through wetland minimized. |
Matting, E&SC BMP |
| NEW STR 60 |
369 |
30 |
0 |
3,213 |
Barclay WET3 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact, access through wetland minimized. |
Matting, E&SC BMP |
| NEW STR 61 |
370 |
30, 31 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Temporary impacts have been minimized by utilizing the existing farm road/culvert to access. |
Matting, E&SC BMP |
| NEW STR 62 |
371 |
31 |
0 |
253 |
Woodyard WET2 |
0 |
0 |
0.0 |
0.0 |
|
Engineering constraints (span lengths) required pole to be relocated within buffer. |
Matting, E&SC BMP |
| NEW STR 64 |
373 |
32 |
0 |
20,191 |
Woodyard WET3, Woodyard WET4 |
0 |
0 |
0.0 |
0.0 |
|
Structure relocated out of buffer. Utilize existing culvert to access. |
Matting, E&SC BMP |
| NEW STR 65 |
374 |
32 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 64 and 65 to avoid Wetland Crossing minimizing temporary impacts. | E&SC BMP |
| NEW STR 66 |
375 |
33 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 68 |
377 |
34 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Temporary impacts have been minimized by utilizing the existing farm road/culvert to access. |
Matting, E&SC BMP |
| NEW STR 70 |
379 |
35 |
0 |
1,156 |
Zion WET1 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact. No Access between Str. 70 and 71 to avoid Wetland Crossing minimizing temporary impacts. |
Matting, E&SC BMP |
| NEW STR 71 |
380 |
36 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact. No Access between Str. 71 and 72 to avoid Wetland Crossing minimizing temporary impacts. |
E&SC BMP |
| NEW STR 72 |
381 |
36 |
0 |
0 |
|
0 |
18 |
165.3 |
15.0 |
Zion WUS1 |
The work area has been minimized to avoid the stream channel. |
Temp Stream Crossing, E&SC BMP |
| NEW STR 74 |
383 |
37 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Temporary impacts to wetlands have been minimized by utilizing the existing culvert for access to Str. 74. Structure 75 has been relocated out of wetland avoiding permanent impact. No Access between Str. 74 and 75 to avoid Wetland Crossing minimizing temporary impacts. | Matting, E&SC BMP |
| NEW STR 75 |
384 |
38 |
0 |
2,503 |
Schults WET2 |
0 |
0 |
0.0 |
0.0 |
|
Matting, E&SC BMP |
|
| NEW STR 76 |
385 |
38 |
0 |
820 |
Schults WET2 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact. |
Matting, E&SC BMP |
| NEW STR 77 |
386 |
39 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact, access through wetland minimized. Further avoidance has been evaluated but because of engineering constraints it is not feasible at this location. Increasing span length would result in taller and additional structures. Work area in wetland is required for access and removal of existing structure. |
Matting, E&SC BMP |
| NEW STR 78 |
387 |
39 |
0 |
2,721 |
Trunk WET1 |
0 |
0 |
0.0 |
0.0 |
|
Construction constraints (Pulling site) limit ability to reduce temporary impacts to wetlands. |
Matting, E&SC BMP |
| NEW STR 82 |
391 |
41 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Temporary impacts to wetlands have been minimized by utilizing the existing culvert for access. |
Matting, E&SC BMP |
| NEW STR 83 |
392 |
41, 42 |
0 |
557 |
Trunk WET4 |
0 |
0 |
0.0 |
0.0 |
|
Access through wetland minimized. |
Matting, E&SC BMP |
| NEW STR 87 |
396 |
43 |
0 |
552 |
Bee WET1 |
0 |
0 |
0.0 |
0.0 |
|
Construction constraints (Pulling site) limit ability to reduce temporary impacts to wetlands. |
Matting, E&SC BMP |
| NEW STR 88 |
397 |
44 |
0 |
1,009 |
Bee WET1 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact, access through wetland minimized. |
Matting, E&SC BMP |
| NEW STR 90 |
399 |
45 |
0 |
3,429 |
Bee WET1 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact, access through wetland minimized. |
Matting, E&SC BMP |
| NEW STR 91 |
400 |
45 |
63 |
2,273 |
Bee WET1 |
0 |
0 |
0.0 |
0.0 |
|
Avoidance has been evaluated but because of engineering constraints it is not feasible at this location. Increasing span length would result in taller and additional structures. |
Matting, E&SC BMP |
| NEW STR 92 |
401 |
46 |
0 |
3,005 |
Bee WET5 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact, access through wetland minimized. |
Matting, E&SC BMP |
| NEW STR 93 |
402 |
46 |
0 |
24 |
Bee WET7 |
0 |
0 |
0.0 |
0.0 |
|
Avoidance has been evaluated but because of engineering constraints it is not feasible at this location. Increasing span length would result in taller and additional structures. Work area in wetland minimized. |
Matting, E&SC BMP |
| NEW STR 94 |
403 |
47 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 94 and 95 to avoid Wetland Crossing minimizing temporary impacts. | E&SC BMP |
| NEW STR 95 |
404 |
47 |
0 |
4,496 |
Bee WET7 |
0 |
0 |
0.0 |
0.0 |
|
Matting, E&SC BMP |
|
| NEW STR 97 |
406 |
48 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 97 and 98 to avoid Wetland Crossing minimizing temporary impacts. | E&SC BMP |
| NEW STR 98 |
407 |
49 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 99 |
408 |
49 |
0 |
4,885 |
Henderson WET4 |
0 |
0 |
0.0 |
0.0 |
|
Construction constraints (Pulling site) limit ability to reduce temporary impacts to wetlands. |
E&SC BMP |
| NEW STR 100 |
409 |
50 |
63 |
5,003 |
Henderson WET4 |
0 |
0 |
0.0 |
0.0 |
|
Avoidance has been evaluated but because of engineering constraints it is not feasible at this location. Increasing span length would result in taller and additional structures. Work area in wetland is required for access and removal of existing structure. |
Matting, E&SC BMP |
| NEW STR 101 |
410 |
50 |
38 |
3,759 |
Henderson WET4 |
0 |
0 |
0.0 |
0.0 |
|
Avoidance has been evaluated but because of engineering constraints it is not feasible at this location. Increasing span length would result in taller and additional structures. Work area in wetland is required for access and removal of existing structure. Access road located to minimize wetland crossing. |
Matting, E&SC BMP |
| NEW STR 102 |
411 |
51 |
38 |
3,759 |
Henderson WET4 |
0 |
0 |
0.0 |
0.0 |
|
Avoidance has been evaluated but because of engineering constraints it is not feasible at this location. Increasing span length would result in taller and additional structures. Work area in wetland is required for access and removal of existing structure. Access road located to minimize wetland crossing. |
Matting, E&SC BMP |
| NEW STR 103 |
412 |
51 |
0 |
82 |
Henderson WET4 |
0 |
0 |
0.0 |
0.0 |
|
Work area in wetland buffer is required for access and removal of existing structure. Access road located to minimize wetland crossing. |
Matting, E&SC BMP |
| NEW STR 105 |
414 |
52 |
0 |
464 |
Henderson WET5 |
0 |
0 |
0.0 |
0.0 |
|
Work area in wetland buffer is required for access and removal of existing structure. Access road located to minimize wetland crossing. |
Matting, E&SC BMP |
| NEW STR 106 |
415 |
52 |
0 |
622 |
Henderson WET6 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact. Further avoidance has been evaluated but because of engineering constraints it is not feasible at this location. Increasing span length would result in taller and additional structures. Work area in wetland is required for access and removal of existing structure. |
Matting, E&SC BMP |
| NEW STR 109 |
418 |
54 |
0 |
2,977 |
Henderson WET7 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact. Construction constraints (Pulling site) limit ability to reduce temporary impacts to wetlands. |
Matting, E&SC BMP |
| NEW STR 110 |
419 |
54 |
0 |
2,406 |
Sandtown WET2 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact. No Access between Str. 109 and 110 to avoid Stream Crossing minimizing temporary impacts. |
Matting, E&SC BMP |
| NEW STR 111 |
420 |
55 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Temporary impacts have been minimized by utilizing the existing farm road for access |
E&SC BMP |
| NEW STR 112 |
421 |
55 |
0 |
24,473 |
Sandtown WET3 |
0 |
0 |
0.0 |
0.0 |
|
Temporary impacts have been minimized by utilizing the existing farm road for access. |
E&SC BMP |
| NEW STR 113 |
422 |
55, 56 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Temporary impacts have been minimized by utilizing the existing farm road for access. |
E&SC BMP |
| NEW STR 114 |
423 |
56 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Temporary impacts have been minimized by utilizing the existing farm road for access. |
E&SC BMP |
| NEW STR 115 |
424 |
56 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Temporary impacts have been minimized by utilizing the existing farm road for access. |
E&SC BMP |
| NEW STR 116 |
425 |
57 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 116 and 117 to avoid Stream Crossing minimizing temporary impacts. | E&SC BMP |
| NEW STR 117 |
426 |
57 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 119 |
428 |
58 |
0 |
0 |
|
0 |
0 |
78.4 | 15.0 | Broadway WUS1 | Stream crossing is required between Str. 119 and 120. | Temp Stream Crossing, E&SC BMP |
| NEW STR 120 |
429 |
59 |
0 |
0 |
|
0 |
0 |
|||||
| NEW STR 121 |
430 |
59 |
0 |
36 |
Broadway WET2 |
0 |
0 |
0.0 |
0.0 |
|
The work area adjusted to minimize wetland impact. |
Matting, E&SC BMP |
| NEW STR 123 |
432 |
60 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Work area adjusted to minimize wetland impact, No Access between Str. 123 and 124 to avoid Wetland Crossing minimizing temporary impacts. | Matting, E&SC BMP |
| NEW STR 124 |
433 |
61 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 127 |
436 |
62 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Access adjusted to minimize wetland impacts. |
Matting, E&SC BMP |
| NEW STR 128 |
437 |
63 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Work area adjusted to minimize wetland impact, No Access between Str. 128 and 129 to avoid Wetland Crossing minimizing temporary impacts. | Matting, E&SC BMP |
| NEW STR 129 |
438 |
63 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 130 |
439 |
63, 64 |
0 |
0 |
|
0 |
0 |
6.4 | 5.0 | Red Bridges WUS1 | Temporary impacts have been minimized by utilizing the existing farm road/culvert to access Str. 131. There will be no impacts to stream during construction. No access between structures 131 and 132 to avoid wetland/stream crossing minimizing temporary impacts. | Matting, E&SC BMP |
| NEW STR 131 |
440 |
64 |
0 |
0 |
|
0 |
0 |
Matting, E&SC BMP |
||||
| NEW STR 132 |
441 |
64 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Matting, E&SC BMP |
|
| NEW STR 134 |
443 |
65 |
0 |
0 |
|
0 |
0 |
40.0 |
5.0 |
Red Bridges WUS7 |
Temporary impacts have been minimized by utilizing the existing farm road/culvert to access There will be no impacts to stream during construction. |
Matting, E&SC BMP |
| NEW STR 135 |
443A |
66 |
0 |
0 |
|
0 |
0 |
99.9 |
15.0 |
Red Bridges WUS3 |
Temporary impacts have been minimized by utilizing the existing farm road/culvert to access. |
Temp. Stream crossing, Matting, E&SC BMP |
| NEW STR 136 |
444 |
66 |
0 |
0 |
|
0 |
0 |
85.1 | 15.0 | Red Bridges WUS6 | Stream crossing is required between Str. 136 and 137. | Temp. Stream crossing, Matting, E&SC BMP |
| NEW STR 137 |
445 |
67 |
0 |
0 |
|
0 |
0 |
|||||
| NEW STR 138 |
446 |
67 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 138 and 139 to avoid Wetland/Stream Crossing minimizing temporary impacts. |
E&SC BMP |
| NEW STR 139 |
447 |
68 |
0 |
6 |
Stallings WET2 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland buffer avoiding permanent impact. |
Matting, E&SC BMP |
| NEW STR 145 |
453 |
71 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 145 and 146 to avoid Stream Crossing minimizing temporary impacts. | E&SC BMP |
| NEW STR 146 |
454 |
71 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 150 |
458 |
73 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 150 and 151 to avoid Stream Crossing minimizing temporary impacts. |
E&SC BMP |
| NEW STR 151 |
459 |
74 |
0 |
3,468 |
Whiteleysburg WET1 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact. |
Matting, E&SC BMP |
| NEW STR 157 |
465 |
76 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 157 and 158 to avoid Stream Crossing minimizing temporary impacts. | E&SC BMP |
| NEW STR 158 |
466 |
77 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 165 |
473 |
80 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Temporary impacts have been minimized by utilizing the existing farm road/culvert to access. |
E&SC BMP |
| NEW STR 166 |
474 |
81 |
0 |
319 |
Kibler WET1 |
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 166 and 167 to avoid Wetland/Stream Crossing minimizing temporary impacts. |
E&SC BMP |
| NEW STR 167 |
475 |
81 |
0 |
2,729 |
Kibler WET1 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact. |
Matting, E&SC BMP |
| NEW STR 170 |
478 |
83 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 170 and 171 to avoid Stream Crossing minimizing temporary impacts. |
E&SC BMP |
| NEW STR 171 |
479 |
83 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland buffer avoiding permanent impact. No Access between Str. 171 and 172 to avoid Stream Crossing minimizing temporary impacts. | Matting, E&SC BMP |
| NEW STR 172 |
480 |
84 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 174 |
482 |
85 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
No Access between Str. 174 and 175 to avoid Stream Crossing minimizing temporary impacts. The work area has been adjusted to avoid stream impacts. | E&SC BMP |
| NEW STR 175 |
483 |
85 |
0 |
0 |
|
0 |
0 |
0.0 |
0.0 |
|
E&SC BMP |
|
| NEW STR 177 |
485 |
86 |
0 |
1,660 |
Burrsville WET1 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated out of wetland avoiding permanent impact. |
Matting, E&SC BMP |
| NEW STR 180 |
488 |
88 |
95 |
111,459 | Burrsville WET2 | 0 |
0 |
0.0 |
0.0 |
|
Multiple new structures are required for the installation of the switches for the Oil City Tap. Significant work areas/access for all of the construction activities in this area for the Oil City Tap. for structure placement. | Matting, E&SC BMP |
| NEW STR 181 |
488B |
88 |
38 |
0 |
0 |
0.0 |
0.0 |
|
Matting, E&SC BMP |
|||
| NEW STR 182 |
488C |
88 |
38 |
0 |
0 |
0.0 |
0.0 |
|
Matting, E&SC BMP |
|||
| NEW STR 183 |
488D |
88 |
38 |
0 |
0 |
0.0 |
0.0 |
|
||||
| NEW STR 184 |
489 |
88 |
28 |
0 |
0 |
0.0 |
0.0 |
|
||||
| NEW STR 185 |
490 |
89 |
0 |
530 |
Burrsville WET4 |
0 |
0 |
0.0 |
0.0 |
|
Structure has been relocated into the wetland buffer. Further avoidance has been evaluated but because of engineering constraints it is not feasible at this location. Increasing span length would result in taller and additional structures. |
Matting, E&SC BMP |
Structure Total Impacts | 737 |
271,141 |
|
0 |
18 |
|
|
1 WUS System |
||||
Access Road Impacts | 0 |
121,652 |
35 Wetland Systems |
0 |
|
475 |
|
6 WUS Systems |
||||
Totals | 737 |
392,793 |
|
0 |
18 |
475 |
70 |
|
||||