Table 1. Summary of disturbances along Mahoning Creek.

Structures	Amount	Percentage out of 308 sites
Bridges	26	8.44%
Depositions Bars	69	22.40%
Pipes	38	12.34%
Rip Rap	21	6.82%
Tributaries	17	5.52%
Dam	1	<1%
Sediment Pollution	1	<1%

Total Erosion sites	135	43.83%
Right Banks	68	50.37%
Left Banks	67	49.63%

Figure 1. Summary of disturbances along Mahoning Creek.

Table 2. Bank height of all erosion sites along Mahoning Creek.

Total Banks
Bank Height	Number	Percent
Low	83	61.48%
Moderate	42	31.11%
High	10	7.41%
Total	135

Table 3. Bank height of right bank erosion sites along Mahoning Creek.

Right Banks
Height	Number	Percent
Low	42	61.76%
Moderate	21	30.88%
High	5	7.35%
Total	68

Table 4. Bank height of left bank erosion sites along Mahoning Creek.

Left Banks
Height	Number	Percent
Low	41	61.19%
Moderate	21	31.34%
High	5	7.46%
Total	67

Table 5. Bank angle of all erosion sites along Mahoning Creek.

Total Banks
Bank Angle	Number	Percent
Low	32	23.70%
Moderate	52	38.52%
High	51	37.78%
Total	135

Table 6. Bank angle of right bank erosion sites along Mahoning Creek.

Right Banks
Bank Angle	Number	Percent
Low	16	23.53%
Moderate	24	35.29%
High	28	41.18%
Total	68

Table 7. Bank angle of left bank erosion sites along Mahoning Creek.

Left Banks
Height	Number	Percent
Low	16	23.88
Moderate	28	41.79
High	23	34.33
Total	67

Table 8. Root density of all erosion sites along Mahoning Creek.

Total Banks
Root Density	Number	Percent
Low	7	5.19%
Moderate	84	62.22%
High	44	32.59%
Total	135

Table 9. Root density of right bank erosion sites along Mahoning Creek.

Right Banks
Root Density	Number	Percent
Low	5	7.35%
Moderate	42	61.76%
High	21	30.88%
Total	68

Table 10. Root density of left bank erosion sites along Mahoning Creek.

Left Banks
Root Density	Number	Percent
Low	2	2.99%
Moderate	42	62.69%
High	23	34.33%
Total	67

Table 11. Particle size of all erosion sites along Mahoning Creek.

Total Banks
Particle Size	Number	Percent
Low	2	1.48%
Moderate	63	46.67%
High	70	51.85%
Total	135

Table 12. Particle size of right bank erosion sites along Mahoning Creek.

Right Banks
Particle Size	Number	Percent
Low	2	2.94%
Moderate	34	50.0%
High	32	47.06%
Total	68

Table 13. Particle size of left bank erosion sites along Mahoning Creek.

Left Banks
Particle Size	Number	Percent
Low	0	0%
Moderate	29	43.28%
High	38	56.72%
Total	67

Table 14. Length of erosion sites compared to bank height along Mahoning Creek.

Total Banks
Length in feet	0-50	51-100	101-250	251-500	501-1000
Low Bank Height	44	23	16	0	0
Moderate Bank Height	10	22	8	2	0
High Bank Height	4	5	1	0	0
Total	58	50	25	2	0
Percent out of 135	42.96%	37.04%	18.52%	1.48%	0%

Table 15. Length of right bank erosion sites compared to bank height along Mahoning Creek.

Right Banks
Length in feet	0-50	51-100	101-250	251-500	501-1000
Low Bank Height	21	13	8	0	0
Moderate Bank Height	6	10	4	1	0
High Bank Height	1	3	1	0	0
Total	28	26	13	1	0
Percent out of 68	41.18%	38.24%	19.12%	1.47%	0%

Table 16. Length of left bank erosion sites compared to bank height along Mahoning Creek.

Left Banks
Length in feet	0-50	51-100	101-250	251-500	501-1000
Low Bank Height	23	10	8	0	0
Moderate Bank Height	4	12	4	1	0
High Bank Height	3	2	0	0	0
Total	30	24	12	1	0
Percent out of 67	44.78%	35.82%	17.91%	1.49%	0%