The Vigil Network
Logging Creek: Table 2 - Cross Sections

Data Files:

Station	Distance (m.)	Elevation (m.) (relative to:)	Remarks
BM 1 to BM 2		BM 1
1.	41.35	2.63	BM 2
2.	36.38	2.65
3.	33.8	2.76	top of cut bank
4.	31.5	-1.58	bottom of cut bank, undercut 0.7 m.
5.	28.6	-1.69
6.	27.8	-1.79
7.	27.6	-1.97	edge of water
8.	26.6	-2.15
9.	26.1	-2.3
10.	25.6	-2.35	water surface = 0.39 m.
11.	25.5	-2.22
12.	25.5	-1.79	edge of water, top bank undercut 0.07 m.
13.	24.00	-1.39	estimated bankfull stage
14.	20.7	-1.34
15.	17.2	-1.21
16.	12.0	-1.04
17.	7.6	-0.96
18.	2.8	-0.14
BM 1 to BM 3		BM 1
1.	66.03	3.9	at BM 3
2.	61.07	3.85
3.	57.2	3.84
4.	53.82	3.81	top of cut bank
5.	53.59	1.55	bottom bank, top colluvium
6.	51.8	0.07
7.	50.0	-1.91	edge of water, rod is 0.26 m. in muck
8.	49.8	-1.8
9.	49.8	-1.86
10.	48.9	-1.83	water surface = 0.18 m.
11.	48.2	-1.65	edge of water
12.	46.0	-1.33
13.	44.2	-1.17	estimated bankfull stage
14.	41.0	-1.10
15.	35.6	-1.07
16.	31.0	-0.91
17.	25.5	-0.86
18.	20.1	-1.13
19.	16.0	-0.84
20.	11.5	-0.87
21.	7.2	-0.63
22.	3.8	-0.21
BM 1 to BM 4		BM 1
1.	40.4	-0.06	at BM 4
2.	37.4	-0.13
3.	34.4	-0.48	estimated bankfull stage
4.	33.5	-1.33	bottom of bank
5.	33.5	-1.36	edge of water
6.	32.8	-1.53	water surface = 1.77 m.
7.	32.5	-1.61
8.	32.4	-1.72
9.	31.9	-1.69
10	31.2	-1.6
11.	30.6	-1.36	edge of water
12.	30.2	-0.92	estimated bankfull stage
13.	29.7	-0.82
14.	29.5	-0.67
15.	25.8	-0.54
16.	21.3	-0.43
17.	16.3	-0.21
18.	11.6	-0.08
19.	6.7	-0.04
20.	4.4	-0.03