10	Big Sprinds Branch railroad crossing				Nothing known, but this obstruction represents many barriers upstream.  Assumed 50% maximal impedance, low flow barrier, shaped with generic spring-fed FlwLow patter.		3	13539	20	1	31
11	Big Sprinds Branch railroad crossing				Nothing known, but this obstruction represents many barriers upstream.  Assumed 50% maximal impedance, low flow barrier, shaped with generic spring-fed FlwLow patter.		3	13539	21	1	5
12	Big Sprinds Branch railroad crossing				Nothing known, but this obstruction represents many barriers upstream.  Assumed 50% maximal impedance, low flow barrier, shaped with generic spring-fed FlwLow patter.		3	13539	22	1	61
13	Big Sprinds Branch railroad crossing				Nothing known, but this obstruction represents many barriers upstream.  Assumed 50% maximal impedance, low flow barrier, shaped with generic spring-fed FlwLow patter.		3	13539	23	1	101
14	Big Sprinds Branch railroad crossing				Nothing known, but this obstruction represents many barriers upstream.  Assumed 50% maximal impedance, low flow barrier, shaped with generic spring-fed FlwLow patter.		3	13539	24	1	162
15	Big Sprinds Branch railroad crossing				Nothing known, but this obstruction represents many barriers upstream.  Assumed 50% maximal impedance, low flow barrier, shaped with generic spring-fed FlwLow patter.		3	13539	25	9	31
16	Big Sprinds Branch railroad crossing				Nothing known, but this obstruction represents many barriers upstream.  Assumed 50% maximal impedance, low flow barrier, shaped with generic spring-fed FlwLow patter.		3	13539	26	9	32
17	Big Sprinds Branch railroad crossing				Nothing known, but this obstruction represents many barriers upstream.  Assumed 50% maximal impedance, low flow barrier, shaped with generic spring-fed FlwLow patter.		3	13539	27	9	61
18	Big Sprinds Branch railroad crossing				Nothing known, but this obstruction represents many barriers upstream.  Assumed 50% maximal impedance, low flow barrier, shaped with generic spring-fed FlwLow patter.		3	13539	28	9	62
19	Big Sprinds Branch railroad crossing				Nothing known, but this obstruction represents many barriers upstream.  Assumed 50% maximal impedance, low flow barrier, shaped with generic spring-fed FlwLow patter.		3	13539	29	9	101
20	Big Sprinds Branch railroad crossing				Nothing known, but this obstruction represents many barriers upstream.  Assumed 50% maximal impedance, low flow barrier, shaped with generic spring-fed FlwLow patter.		3	13539	30	9	102
21	Big Sprinds Branch railroad crossing				Nothing known, but this obstruction represents many barriers upstream.  Assumed 50% maximal impedance, low flow barrier, shaped with generic spring-fed FlwLow patter.		3	13539	31	9	141
22	Big Sprinds Branch railroad crossing				Nothing known, but this obstruction represents many barriers upstream.  Assumed 50% maximal impedance, low flow barrier, shaped with generic spring-fed FlwLow patter.		3	13539	32	9	142
23	Big Sprinds Branch railroad crossing				Nothing known, but this obstruction represents many barriers upstream.  Assumed 50% maximal impedance, low flow barrier, shaped with generic spring-fed FlwLow patter.		3	13539	33	9	162
38	Birch4(culvert)				Culvert at Powerline rd. crossing (passage barrier)	Little local knowledge of this culvert - it comes from 1960 survey data from StreamNet. The status of this culvert needs to be confirmed, but locals acknowledge it could be a problem, at least during some times of the year. Recent Steelhead use upstream from this location has not been confirmed by monitoring.  E.P. rated maximum impedance at 50%, assigned problem to low flows.  The impedance pattern assigned to Birch2(waterfall) was used here (50% max, low flow, Couse Cr FlwLow pattern).	3	13541	48	9	31
39	Birch4(culvert)				Culvert at Powerline rd. crossing (passage barrier)	Little local knowledge of this culvert - it comes from 1960 survey data from StreamNet. The status of this culvert needs to be confirmed, but locals acknowledge it could be a problem, at least during some times of the year. Recent Steelhead use upstream from this location has not been confirmed by monitoring.  E.P. rated maximum impedance at 50%, assigned problem to low flows.  The impedance pattern assigned to Birch2(waterfall) was used here (50% max, low flow, Couse Cr FlwLow pattern).	3	13541	49	9	32
40	Birch4(culvert)				Culvert at Powerline rd. crossing (passage barrier)	Little local knowledge of this culvert - it comes from 1960 survey data from StreamNet. The status of this culvert needs to be confirmed, but locals acknowledge it could be a problem, at least during some times of the year. Recent Steelhead use upstream from this location has not been confirmed by monitoring.  E.P. rated maximum impedance at 50%, assigned problem to low flows.  The impedance pattern assigned to Birch2(waterfall) was used here (50% max, low flow, Couse Cr FlwLow pattern).	3	13541	50	9	61
41	Birch4(culvert)				Culvert at Powerline rd. crossing (passage barrier)	Little local knowledge of this culvert - it comes from 1960 survey data from StreamNet. The status of this culvert needs to be confirmed, but locals acknowledge it could be a problem, at least during some times of the year. Recent Steelhead use upstream from this location has not been confirmed by monitoring.  E.P. rated maximum impedance at 50%, assigned problem to low flows.  The impedance pattern assigned to Birch2(waterfall) was used here (50% max, low flow, Couse Cr FlwLow pattern).	3	13541	51	9	62
42	Birch4(culvert)				Culvert at Powerline rd. crossing (passage barrier)	Little local knowledge of this culvert - it comes from 1960 survey data from StreamNet. The status of this culvert needs to be confirmed, but locals acknowledge it could be a problem, at least during some times of the year. Recent Steelhead use upstream from this location has not been confirmed by monitoring.  E.P. rated maximum impedance at 50%, assigned problem to low flows.  The impedance pattern assigned to Birch2(waterfall) was used here (50% max, low flow, Couse Cr FlwLow pattern).	3	13541	52	9	101
43	Birch4(culvert)				Culvert at Powerline rd. crossing (passage barrier)	Little local knowledge of this culvert - it comes from 1960 survey data from StreamNet. The status of this culvert needs to be confirmed, but locals acknowledge it could be a problem, at least during some times of the year. Recent Steelhead use upstream from this location has not been confirmed by monitoring.  E.P. rated maximum impedance at 50%, assigned problem to low flows.  The impedance pattern assigned to Birch2(waterfall) was used here (50% max, low flow, Couse Cr FlwLow pattern).	3	13541	53	9	102
44	Birch4(culvert)				Culvert at Powerline rd. crossing (passage barrier)	Little local knowledge of this culvert - it comes from 1960 survey data from StreamNet. The status of this culvert needs to be confirmed, but locals acknowledge it could be a problem, at least during some times of the year. Recent Steelhead use upstream from this location has not been confirmed by monitoring.  E.P. rated maximum impedance at 50%, assigned problem to low flows.  The impedance pattern assigned to Birch2(waterfall) was used here (50% max, low flow, Couse Cr FlwLow pattern).	3	13541	54	9	141
45	Birch4(culvert)				Culvert at Powerline rd. crossing (passage barrier)	Little local knowledge of this culvert - it comes from 1960 survey data from StreamNet. The status of this culvert needs to be confirmed, but locals acknowledge it could be a problem, at least during some times of the year. Recent Steelhead use upstream from this location has not been confirmed by monitoring.  E.P. rated maximum impedance at 50%, assigned problem to low flows.  The impedance pattern assigned to Birch2(waterfall) was used here (50% max, low flow, Couse Cr FlwLow pattern).	3	13541	55	9	142
46	Birch4(culvert)				Culvert at Powerline rd. crossing (passage barrier)	Little local knowledge of this culvert - it comes from 1960 survey data from StreamNet. The status of this culvert needs to be confirmed, but locals acknowledge it could be a problem, at least during some times of the year. Recent Steelhead use upstream from this location has not been confirmed by monitoring.  E.P. rated maximum impedance at 50%, assigned problem to low flows.  The impedance pattern assigned to Birch2(waterfall) was used here (50% max, low flow, Couse Cr FlwLow pattern).	3	13541	56	9	162
47	Birch4(culvert)				Culvert at Powerline rd. crossing (passage barrier)	Little local knowledge of this culvert - it comes from 1960 survey data from StreamNet. The status of this culvert needs to be confirmed, but locals acknowledge it could be a problem, at least during some times of the year. Recent Steelhead use upstream from this location has not been confirmed by monitoring.  E.P. rated maximum impedance at 50%, assigned problem to low flows.  The impedance pattern assigned to Birch2(waterfall) was used here (50% max, low flow, Couse Cr FlwLow pattern, sthd=chinook).	3	13541	57	1	31
48	Birch4(culvert)				Culvert at Powerline rd. crossing (passage barrier)	Little local knowledge of this culvert - it comes from 1960 survey data from StreamNet. The status of this culvert needs to be confirmed, but locals acknowledge it could be a problem, at least during some times of the year. Recent Steelhead use upstream from this location has not been confirmed by monitoring.  E.P. rated maximum impedance at 50%, assigned problem to low flows.  The impedance pattern assigned to Birch2(waterfall) was used here (50% max, low flow, Couse Cr FlwLow pattern, sthd=chinook).	3	13541	58	1	5
49	Birch4(culvert)				Culvert at Powerline rd. crossing (passage barrier)	Little local knowledge of this culvert - it comes from 1960 survey data from StreamNet. The status of this culvert needs to be confirmed, but locals acknowledge it could be a problem, at least during some times of the year. Recent Steelhead use upstream from this location has not been confirmed by monitoring.  E.P. rated maximum impedance at 50%, assigned problem to low flows.  The impedance pattern assigned to Birch2(waterfall) was used here (50% max, low flow, Couse Cr FlwLow pattern, sthd=chinook).	3	13541	59	1	61
50	Birch4(culvert)				Culvert at Powerline rd. crossing (passage barrier)	Little local knowledge of this culvert - it comes from 1960 survey data from StreamNet. The status of this culvert needs to be confirmed, but locals acknowledge it could be a problem, at least during some times of the year. Recent Steelhead use upstream from this location has not been confirmed by monitoring.  E.P. rated maximum impedance at 50%, assigned problem to low flows.  The impedance pattern assigned to Birch2(waterfall) was used here (50% max, low flow, Couse Cr FlwLow pattern, sthd=chinook).	3	13541	60	1	101
51	Birch4(culvert)				Culvert at Powerline rd. crossing (passage barrier)	Little local knowledge of this culvert - it comes from 1960 survey data from StreamNet. The status of this culvert needs to be confirmed, but locals acknowledge it could be a problem, at least during some times of the year. Recent Steelhead use upstream from this location has not been confirmed by monitoring.  E.P. rated maximum impedance at 50%, assigned problem to low flows.  The impedance pattern assigned to Birch2(waterfall) was used here (50% max, low flow, Couse Cr FlwLow pattern, sthd=chinook).	3	13541	61	1	162
52	Bryant Urban Streams 1A(obstructions)				A hypothetical single obstruction representing the estimated combined impact of a number of small passage barriers.  Assumed equal to "Stone Cr hypothetical": 20% maximum blockage under all flows.		3	13610	62	9	31
53	Bryant Urban Streams 1A(obstructions)				A hypothetical single obstruction representing the estimated combined impact of a number of small passage barriers.  Assumed equal to "Stone Cr hypothetical": 20% maximum blockage under all flows.		3	13610	63	9	32
54	Bryant Urban Streams 1A(obstructions)				A hypothetical single obstruction representing the estimated combined impact of a number of small passage barriers.  Assumed equal to "Stone Cr hypothetical": 20% maximum blockage under all flows.		3	13610	64	9	61
55	Bryant Urban Streams 1A(obstructions)				A hypothetical single obstruction representing the estimated combined impact of a number of small passage barriers.  Assumed equal to "Stone Cr hypothetical": 20% maximum blockage under all flows.		3	13610	65	9	62
56	Bryant Urban Streams 1A(obstructions)				A hypothetical single obstruction representing the estimated combined impact of a number of small passage barriers.  Assumed equal to "Stone Cr hypothetical": 20% maximum blockage under all flows.		3	13610	66	9	101
57	Bryant Urban Streams 1A(obstructions)				A hypothetical single obstruction representing the estimated combined impact of a number of small passage barriers.  Assumed equal to "Stone Cr hypothetical": 20% maximum blockage under all flows.		3	13610	67	9	102
58	Bryant Urban Streams 1A(obstructions)				A hypothetical single obstruction representing the estimated combined impact of a number of small passage barriers.  Assumed equal to "Stone Cr hypothetical": 20% maximum blockage under all flows.		3	13610	68	9	141
59	Bryant Urban Streams 1A(obstructions)				A hypothetical single obstruction representing the estimated combined impact of a number of small passage barriers.  Assumed equal to "Stone Cr hypothetical": 20% maximum blockage under all flows.		3	13610	69	9	142
60	Bryant Urban Streams 1A(obstructions)				A hypothetical single obstruction representing the estimated combined impact of a number of small passage barriers.  Assumed equal to "Stone Cr hypothetical": 20% maximum blockage under all flows.		3	13610	70	9	162
61	Couse2(culvert)				Culvert at Gravel Pit in section 30	E.P. estimates negligible impedance here.  Assumed not to be a real barrier.	3	13621	71	1	31
62	Couse2(culvert)				Culvert at Gravel Pit in section 30	E.P. estimates negligible impedance here.  Assumed not to be a real barrier.	3	13621	72	1	5
63	Couse2(culvert)				Culvert at Gravel Pit in section 30	E.P. estimates negligible impedance here.  Assumed not to be a real barrier.	3	13621	73	1	61
64	Couse2(culvert)				Culvert at Gravel Pit in section 30	E.P. estimates negligible impedance here.  Assumed not to be a real barrier.	3	13621	74	1	101
65	Couse2(culvert)				Culvert at Gravel Pit in section 30	E.P. estimates negligible impedance here.  Assumed not to be a real barrier.	3	13621	75	1	162
66	Couse2(culvert)				Culvert at Gravel Pit in section 30	E.P. estimates negligible impedance here.  Assumed not to be a real barrier.	3	13621	76	9	31
67	Couse2(culvert)				Culvert at Gravel Pit in section 30	E.P. estimates negligible impedance here.  Assumed not to be a real barrier.	3	13621	77	9	32
68	Couse2(culvert)				Culvert at Gravel Pit in section 30	E.P. estimates negligible impedance here.  Assumed not to be a real barrier.	3	13621	78	9	61
69	Couse2(culvert)				Culvert at Gravel Pit in section 30	E.P. estimates negligible impedance here.  Assumed not to be a real barrier.	3	13621	79	9	62
70	Couse2(culvert)				Culvert at Gravel Pit in section 30	E.P. estimates negligible impedance here.  Assumed not to be a real barrier.	3	13621	80	9	101
71	Couse2(culvert)				Culvert at Gravel Pit in section 30	E.P. estimates negligible impedance here.  Assumed not to be a real barrier.	3	13621	81	9	102
72	Couse2(culvert)				Culvert at Gravel Pit in section 30	E.P. estimates negligible impedance here.  Assumed not to be a real barrier.	3	13621	82	9	141
73	Couse2(culvert)				Culvert at Gravel Pit in section 30	E.P. estimates negligible impedance here.  Assumed not to be a real barrier.	3	13621	83	9	142
74	Couse2(culvert)				Culvert at Gravel Pit in section 30	E.P. estimates negligible impedance here.  Assumed not to be a real barrier.	3	13621	84	9	162
75	Doan1A(underground pipe)				Obstruction: Underground pipe in which Doan is confined.	G.M. estimates a constant 90% blockage for all salmon and steelhead attempting to pass through this underground portion of Doan Cr (the entirety of Doan Cr passes through and underground pipe).	3	13599	85	9	31
76	Doan1A(underground pipe)				Obstruction: Underground pipe in which Doan is confined.	G.M. estimates a constant 90% blockage for all salmon and steelhead attempting to pass through this underground portion of Doan Cr (the entirety of Doan Cr passes through and underground pipe).	3	13599	86	9	32
77	Doan1A(underground pipe)				Obstruction: Underground pipe in which Doan is confined.	G.M. estimates a constant 90% blockage for all salmon and steelhead attempting to pass through this underground portion of Doan Cr (the entirety of Doan Cr passes through and underground pipe).	3	13599	87	9	61
78	Doan1A(underground pipe)				Obstruction: Underground pipe in which Doan is confined.	G.M. estimates a constant 90% blockage for all salmon and steelhead attempting to pass through this underground portion of Doan Cr (the entirety of Doan Cr passes through and underground pipe).	3	13599	88	9	62
79	Doan1A(underground pipe)				Obstruction: Underground pipe in which Doan is confined.	G.M. estimates a constant 90% blockage for all salmon and steelhead attempting to pass through this underground portion of Doan Cr (the entirety of Doan Cr passes through and underground pipe).	3	13599	89	9	101
80	Doan1A(underground pipe)				Obstruction: Underground pipe in which Doan is confined.	G.M. estimates a constant 90% blockage for all salmon and steelhead attempting to pass through this underground portion of Doan Cr (the entirety of Doan Cr passes through and underground pipe).	3	13599	90	9	102
81	Doan1A(underground pipe)				Obstruction: Underground pipe in which Doan is confined.	G.M. estimates a constant 90% blockage for all salmon and steelhead attempting to pass through this underground portion of Doan Cr (the entirety of Doan Cr passes through and underground pipe).	3	13599	91	9	141
82	Doan1A(underground pipe)				Obstruction: Underground pipe in which Doan is confined.	G.M. estimates a constant 90% blockage for all salmon and steelhead attempting to pass through this underground portion of Doan Cr (the entirety of Doan Cr passes through and underground pipe).	3	13599	92	9	142
83	Doan1A(underground pipe)				Obstruction: Underground pipe in which Doan is confined.	G.M. estimates a constant 90% blockage for all salmon and steelhead attempting to pass through this underground portion of Doan Cr (the entirety of Doan Cr passes through and underground pipe).	3	13599	93	9	162
84	Doan1A(underground pipe)				Obstruction: Underground pipe in which Doan is confined.	G.M. estimates a constant 90% blockage for all salmon and steelhead attempting to pass through this underground portion of Doan Cr (the entirety of Doan Cr passes through and underground pipe).	3	13599	94	1	31
85	Doan1A(underground pipe)				Obstruction: Underground pipe in which Doan is confined.	G.M. estimates a constant 90% blockage for all salmon and steelhead attempting to pass through this underground portion of Doan Cr (the entirety of Doan Cr passes through and underground pipe).	3	13599	95	1	5
86	Doan1A(underground pipe)				Obstruction: Underground pipe in which Doan is confined.	G.M. estimates a constant 90% blockage for all salmon and steelhead attempting to pass through this underground portion of Doan Cr (the entirety of Doan Cr passes through and underground pipe).	3	13599	96	1	61
87	Doan1A(underground pipe)				Obstruction: Underground pipe in which Doan is confined.	G.M. estimates a constant 90% blockage for all salmon and steelhead attempting to pass through this underground portion of Doan Cr (the entirety of Doan Cr passes through and underground pipe).	3	13599	97	1	101
88	Doan1A(underground pipe)				Obstruction: Underground pipe in which Doan is confined.	G.M. estimates a constant 90% blockage for all salmon and steelhead attempting to pass through this underground portion of Doan Cr (the entirety of Doan Cr passes through and underground pipe).	3	13599	98	1	162
117	Dry2A (obstruction)				Obstruction: Bridge at L. Waitsburg Rd.	No information available.  Assumed 10%  blockage during high flows (December - May)	2	13596	127	1	31
118	Dry2A (obstruction)				Obstruction: Bridge at L. Waitsburg Rd.	No information available.  Assumed 10%  blockage during high flows (December - May)	2	13596	128	1	5
119	Dry2A (obstruction)				Obstruction: Bridge at L. Waitsburg Rd.	No information available.  Assumed 10%  blockage during high flows (December - May)	2	13596	129	1	61
120	Dry2A (obstruction)				Obstruction: Bridge at L. Waitsburg Rd.	No information available.  Assumed 10%  blockage during high flows (December - May)	2	13596	130	1	101
121	Dry2A (obstruction)				Obstruction: Bridge at L. Waitsburg Rd.	No information available.  Assumed 10%  blockage during high flows (December - May)	2	13596	131	1	162
122	Dry2A (obstruction)				Obstruction: Bridge at L. Waitsburg Rd.	No information available.  Assumed 10%  blockage during high flows (December - May)	2	13596	132	9	31
123	Dry2A (obstruction)				Obstruction: Bridge at L. Waitsburg Rd.	No information available.  Assumed 10%  blockage during high flows (December - May)	2	13596	133	9	32
124	Dry2A (obstruction)				Obstruction: Bridge at L. Waitsburg Rd.	No information available.  Assumed 10%  blockage during high flows (December - May)	2	13596	134	9	61
125	Dry2A (obstruction)				Obstruction: Bridge at L. Waitsburg Rd.	No information available.  Assumed 10%  blockage during high flows (December - May)	2	13596	135	9	62
126	Dry2A (obstruction)				Obstruction: Bridge at L. Waitsburg Rd.	No information available.  Assumed 10%  blockage during high flows (December - May)	2	13596	136	9	101
127	Dry2A (obstruction)				Obstruction: Bridge at L. Waitsburg Rd.	No information available.  Assumed 10%  blockage during high flows (December - May)	2	13596	137	9	102
128	Dry2A (obstruction)				Obstruction: Bridge at L. Waitsburg Rd.	No information available.  Assumed 10%  blockage during high flows (December - May)	2	13596	138	9	141
129	Dry2A (obstruction)				Obstruction: Bridge at L. Waitsburg Rd.	No information available.  Assumed 10%  blockage during high flows (December - May)	2	13596	139	9	142
130	Dry2A (obstruction)				Obstruction: Bridge at L. Waitsburg Rd.	No information available.  Assumed 10%  blockage during high flows (December - May)	2	13596	140	9	162
150	ELittelWalla2A(obstructions)				obstruction:  that represents many barriers upstream to next break)	E.P. estinmates negliginle impact.		13614	160	9	31
151	ELittelWalla2A(obstructions)				obstruction:  that represents many barriers upstream to next break)	E.P. estinmates negliginle impact.		13614	161	9	32
152	ELittelWalla2A(obstructions)				obstruction:  that represents many barriers upstream to next break)	E.P. estinmates negliginle impact.		13614	162	9	61
153	ELittelWalla2A(obstructions)				obstruction:  that represents many barriers upstream to next break)	E.P. estinmates negliginle impact.		13614	163	9	62
154	ELittelWalla2A(obstructions)				obstruction:  that represents many barriers upstream to next break)	E.P. estinmates negliginle impact.		13614	164	9	101
155	ELittelWalla2A(obstructions)				obstruction:  that represents many barriers upstream to next break)	E.P. estinmates negliginle impact.		13614	165	9	102
156	ELittelWalla2A(obstructions)				obstruction:  that represents many barriers upstream to next break)	E.P. estinmates negliginle impact.		13614	166	9	141
157	ELittelWalla2A(obstructions)				obstruction:  that represents many barriers upstream to next break)	E.P. estinmates negliginle impact.		13614	167	9	142
158	ELittelWalla2A(obstructions)				obstruction:  that represents many barriers upstream to next break)	E.P. estinmates negliginle impact.		13614	168	9	162
159	Garrison1A (Larch St Dam)				Garrison (Larch and Lions ponds)	G.M. estimates continuous 95% blockage.	2	13608	169	1	31
160	Garrison1A (Larch St Dam)				Garrison (Larch and Lions ponds)	G.M. estimates continuous 95% blockage.	2	13608	170	1	5
161	Garrison1A (Larch St Dam)				Garrison (Larch and Lions ponds)	G.M. estimates continuous 95% blockage.	2	13608	171	1	61
162	Garrison1A (Larch St Dam)				Garrison (Larch and Lions ponds)	G.M. estimates continuous 95% blockage.	2	13608	172	1	101
163	Garrison1A (Larch St Dam)				Garrison (Larch and Lions ponds)	G.M. estimates continuous 95% blockage.	2	13608	173	1	162
183	Garrison2A (obstruction)				A composite theoretical obstruction summing the impacts of a number of minor obstructions upstream.	G.M. estimates cumulative impact as a continuous 20% blockage	3	13609	193	9	31
184	Garrison2A (obstruction)				A composite theoretical obstruction summing the impacts of a number of minor obstructions upstream.	G.M. estimates cumulative impact as a continuous 20% blockage	3	13609	194	9	32
185	Garrison2A (obstruction)				A composite theoretical obstruction summing the impacts of a number of minor obstructions upstream.	G.M. estimates cumulative impact as a continuous 20% blockage	3	13609	195	9	61
186	Garrison2A (obstruction)				A composite theoretical obstruction summing the impacts of a number of minor obstructions upstream.	G.M. estimates cumulative impact as a continuous 20% blockage	3	13609	196	9	62
187	Garrison2A (obstruction)				A composite theoretical obstruction summing the impacts of a number of minor obstructions upstream.	G.M. estimates cumulative impact as a continuous 20% blockage	3	13609	197	9	101
188	Garrison2A (obstruction)				A composite theoretical obstruction summing the impacts of a number of minor obstructions upstream.	G.M. estimates cumulative impact as a continuous 20% blockage	3	13609	198	9	102
189	Garrison2A (obstruction)				A composite theoretical obstruction summing the impacts of a number of minor obstructions upstream.	G.M. estimates cumulative impact as a continuous 20% blockage	3	13609	199	9	141
190	Garrison2A (obstruction)				A composite theoretical obstruction summing the impacts of a number of minor obstructions upstream.	G.M. estimates cumulative impact as a continuous 20% blockage	3	13609	200	9	142
191	Garrison2A (obstruction)				A composite theoretical obstruction summing the impacts of a number of minor obstructions upstream.	G.M. estimates cumulative impact as a continuous 20% blockage	3	13609	201	9	162
192	Garrison2A (obstruction)				A composite theoretical obstruction summing the impacts of a number of minor obstructions upstream.	G.M. estimates cumulative impact as a continuous 20% blockage	3	13609	202	1	31
193	Garrison2A (obstruction)				A composite theoretical obstruction summing the impacts of a number of minor obstructions upstream.	G.M. estimates cumulative impact as a continuous 20% blockage	3	13609	203	1	5
194	Garrison2A (obstruction)				A composite theoretical obstruction summing the impacts of a number of minor obstructions upstream.	G.M. estimates cumulative impact as a continuous 20% blockage	3	13609	204	1	61
195	Garrison2A (obstruction)				A composite theoretical obstruction summing the impacts of a number of minor obstructions upstream.	G.M. estimates cumulative impact as a continuous 20% blockage	3	13609	205	1	101
196	Garrison2A (obstruction)				A composite theoretical obstruction summing the impacts of a number of minor obstructions upstream.	G.M. estimates cumulative impact as a continuous 20% blockage	3	13609	206	1	162
202	Millcrekk12A(Kooskooskie Dam)				Kosskosskie Dam	G.M. estimates no blockage for steelhead and a 10% low-flow blockage for spring chinook.  Shaped chinook impedance with Mill Creek FlwLow pattern.	2	13607	212	9	31
203	Millcrekk12A(Kooskooskie Dam)				Kosskosskie Dam	G.M. estimates no blockage for steelhead and a 10% low-flow blockage for spring chinook.  Shaped chinook impedance with Mill Creek FlwLow pattern.	2	13607	213	9	32
204	Millcrekk12A(Kooskooskie Dam)				Kosskosskie Dam	G.M. estimates no blockage for steelhead and a 10% low-flow blockage for spring chinook.  Shaped chinook impedance with Mill Creek FlwLow pattern.	2	13607	214	9	61
205	Millcrekk12A(Kooskooskie Dam)				Kosskosskie Dam	G.M. estimates no blockage for steelhead and a 10% low-flow blockage for spring chinook.  Shaped chinook impedance with Mill Creek FlwLow pattern.	2	13607	215	9	62
206	Millcrekk12A(Kooskooskie Dam)				Kosskosskie Dam	G.M. estimates no blockage for steelhead and a 10% low-flow blockage for spring chinook.  Shaped chinook impedance with Mill Creek FlwLow pattern.	2	13607	216	9	101
207	Millcrekk12A(Kooskooskie Dam)				Kosskosskie Dam	G.M. estimates no blockage for steelhead and a 10% low-flow blockage for spring chinook.  Shaped chinook impedance with Mill Creek FlwLow pattern.	2	13607	217	9	102
208	Millcrekk12A(Kooskooskie Dam)				Kosskosskie Dam	G.M. estimates no blockage for steelhead and a 10% low-flow blockage for spring chinook.  Shaped chinook impedance with Mill Creek FlwLow pattern.	2	13607	218	9	141
209	Millcrekk12A(Kooskooskie Dam)				Kosskosskie Dam	G.M. estimates no blockage for steelhead and a 10% low-flow blockage for spring chinook.  Shaped chinook impedance with Mill Creek FlwLow pattern.	2	13607	219	9	142
210	Millcrekk12A(Kooskooskie Dam)				Kosskosskie Dam	G.M. estimates no blockage for steelhead and a 10% low-flow blockage for spring chinook.  Shaped chinook impedance with Mill Creek FlwLow pattern.	2	13607	220	9	162
211	Millcreek3A(dam)				Stiller Ditch diversion dam.	G.M. estimates 10% low-flow impedance for steelhead, 20% low-flow impedance for spring chinook.  Shaped impedance with Mill Creek FlwLow pattern.	2	13600	221	9	31
212	Millcreek3A(dam)				Stiller Ditch diversion dam.	G.M. estimates 10% low-flow impedance for steelhead, 20% low-flow impedance for spring chinook.  Shaped impedance with Mill Creek FlwLow pattern.	2	13600	222	9	32
213	Millcreek3A(dam)				Stiller Ditch diversion dam.	G.M. estimates 10% low-flow impedance for steelhead, 20% low-flow impedance for spring chinook.  Shaped impedance with Mill Creek FlwLow pattern.	2	13600	223	9	61
214	Millcreek3A(dam)				Stiller Ditch diversion dam.	G.M. estimates 10% low-flow impedance for steelhead, 20% low-flow impedance for spring chinook.  Shaped impedance with Mill Creek FlwLow pattern.	2	13600	224	9	62
215	Millcreek3A(dam)				Stiller Ditch diversion dam.	G.M. estimates 10% low-flow impedance for steelhead, 20% low-flow impedance for spring chinook.  Shaped impedance with Mill Creek FlwLow pattern.	2	13600	225	9	101
216	Millcreek3A(dam)				Stiller Ditch diversion dam.	G.M. estimates 10% low-flow impedance for steelhead, 20% low-flow impedance for spring chinook.  Shaped impedance with Mill Creek FlwLow pattern.	2	13600	226	9	102
217	Millcreek3A(dam)				Stiller Ditch diversion dam.	G.M. estimates 10% low-flow impedance for steelhead, 20% low-flow impedance for spring chinook.  Shaped impedance with Mill Creek FlwLow pattern.	2	13600	227	9	141
218	Millcreek3A(dam)				Stiller Ditch diversion dam.	G.M. estimates 10% low-flow impedance for steelhead, 20% low-flow impedance for spring chinook.  Shaped impedance with Mill Creek FlwLow pattern.	2	13600	228	9	142
219	Millcreek3A(dam)				Stiller Ditch diversion dam.	G.M. estimates 10% low-flow impedance for steelhead, 20% low-flow impedance for spring chinook.  Shaped impedance with Mill Creek FlwLow pattern.	2	13600	229	9	162
220	Millcreek3A(dam)				Stiller Ditch diversion dam.	G.M. estimates 10% low-flow impedance for steelhead, 20% low-flow impedance for spring chinook.  Shaped impedance with Mill Creek FlwLow pattern.	2	13600	230	1	31
221	Millcreek3A(dam)				Stiller Ditch diversion dam.	G.M. estimates 10% low-flow impedance for steelhead, 20% low-flow impedance for spring chinook.  Shaped impedance with Mill Creek FlwLow pattern.	2	13600	231	1	5
222	Millcreek3A(dam)				Stiller Ditch diversion dam.	G.M. estimates 10% low-flow impedance for steelhead, 20% low-flow impedance for spring chinook.  Shaped impedance with Mill Creek FlwLow pattern.	2	13600	232	1	61
223	Millcreek3A(dam)				Stiller Ditch diversion dam.	G.M. estimates 10% low-flow impedance for steelhead, 20% low-flow impedance for spring chinook.  Shaped impedance with Mill Creek FlwLow pattern.	2	13600	233	1	101
224	Millcreek3A(dam)				Stiller Ditch diversion dam.	G.M. estimates 10% low-flow impedance for steelhead, 20% low-flow impedance for spring chinook.  Shaped impedance with Mill Creek FlwLow pattern.	2	13600	234	1	162
225	Millcreek4A (ladder)				Ladder at beginning of Corps project at Gose Street.	G.M. estimates 50% continuous blockage for steelhead and 80% continuous blockage for chinook.	2	13601	235	1	31
226	Millcreek4A (ladder)				Ladder at beginning of Corps project at Gose Street.	G.M. estimates 50% continuous blockage for steelhead and 80% continuous blockage for chinook.	2	13601	236	1	5
227	Millcreek4A (ladder)				Ladder at beginning of Corps project at Gose Street.	G.M. estimates 50% continuous blockage for steelhead and 80% continuous blockage for chinook.	2	13601	237	1	61
228	Millcreek4A (ladder)				Ladder at beginning of Corps project at Gose Street.	G.M. estimates 50% continuous blockage for steelhead and 80% continuous blockage for chinook.	2	13601	238	1	101
229	Millcreek4A (ladder)				Ladder at beginning of Corps project at Gose Street.	G.M. estimates 50% continuous blockage for steelhead and 80% continuous blockage for chinook.	2	13601	239	1	162
230	Millcreek4A (ladder)				Ladder at beginning of Corps project at Gose Street.	G.M. estimates 50% continuous blockage for steelhead and 80% continuous blockage for chinook.	2	13601	240	9	31
231	Millcreek4A (ladder)				Ladder at beginning of Corps project at Gose Street.	G.M. estimates 50% continuous blockage for steelhead and 80% continuous blockage for chinook.	2	13601	241	9	32
232	Millcreek4A (ladder)				Ladder at beginning of Corps project at Gose Street.	G.M. estimates 50% continuous blockage for steelhead and 80% continuous blockage for chinook.	2	13601	242	9	61
233	Millcreek4A (ladder)				Ladder at beginning of Corps project at Gose Street.	G.M. estimates 50% continuous blockage for steelhead and 80% continuous blockage for chinook.	2	13601	243	9	62
234	Millcreek4A (ladder)				Ladder at beginning of Corps project at Gose Street.	G.M. estimates 50% continuous blockage for steelhead and 80% continuous blockage for chinook.	2	13601	244	9	101
235	Millcreek4A (ladder)				Ladder at beginning of Corps project at Gose Street.	G.M. estimates 50% continuous blockage for steelhead and 80% continuous blockage for chinook.	2	13601	245	9	102
236	Millcreek4A (ladder)				Ladder at beginning of Corps project at Gose Street.	G.M. estimates 50% continuous blockage for steelhead and 80% continuous blockage for chinook.	2	13601	246	9	141
237	Millcreek4A (ladder)				Ladder at beginning of Corps project at Gose Street.	G.M. estimates 50% continuous blockage for steelhead and 80% continuous blockage for chinook.	2	13601	247	9	142
238	Millcreek4A (ladder)				Ladder at beginning of Corps project at Gose Street.	G.M. estimates 50% continuous blockage for steelhead and 80% continuous blockage for chinook.	2	13601	248	9	162
248	Millcreek5A (velocity/light barrier)				Obstruction: Velocity barrier from narrow portion of concrete channel and underground sections of the concrete channel.	G.M. estimates a 70% high-flow blockage for steelhead and a 90% high-flow blockage for chinook.  Blockage was shaped by Mill Creek FlwHigh pattern.	2	13602	258	1	31
249	Millcreek5A (velocity/light barrier)				Obstruction: Velocity barrier from narrow portion of concrete channel and underground sections of the concrete channel.	G.M. estimates a 70% high-flow blockage for steelhead and a 90% high-flow blockage for chinook.  Blockage was shaped by Mill Creek FlwHigh pattern.	2	13602	259	1	5
250	Millcreek5A (velocity/light barrier)				Obstruction: Velocity barrier from narrow portion of concrete channel and underground sections of the concrete channel.	G.M. estimates a 70% high-flow blockage for steelhead and a 90% high-flow blockage for chinook.  Blockage was shaped by Mill Creek FlwHigh pattern.	2	13602	260	1	61
251	Millcreek5A (velocity/light barrier)				Obstruction: Velocity barrier from narrow portion of concrete channel and underground sections of the concrete channel.	G.M. estimates a 70% high-flow blockage for steelhead and a 90% high-flow blockage for chinook.  Blockage was shaped by Mill Creek FlwHigh pattern.	2	13602	261	1	101
252	Millcreek5A (velocity/light barrier)				Obstruction: Velocity barrier from narrow portion of concrete channel and underground sections of the concrete channel.	G.M. estimates a 70% high-flow blockage for steelhead and a 90% high-flow blockage for chinook.  Blockage was shaped by Mill Creek FlwHigh pattern.	2	13602	262	1	162
253	Millcreek5A (velocity/light barrier)				Obstruction: Velocity barrier from narrow portion of concrete channel and underground sections of the concrete channel.	G.M. estimates a 70% high-flow blockage for steelhead and a 90% high-flow blockage for chinook.  Blockage was shaped by Mill Creek FlwHigh pattern.	2	13602	263	9	31
254	Millcreek5A (velocity/light barrier)				Obstruction: Velocity barrier from narrow portion of concrete channel and underground sections of the concrete channel.	G.M. estimates a 70% high-flow blockage for steelhead and a 90% high-flow blockage for chinook.  Blockage was shaped by Mill Creek FlwHigh pattern.	2	13602	264	9	32
255	Millcreek5A (velocity/light barrier)				Obstruction: Velocity barrier from narrow portion of concrete channel and underground sections of the concrete channel.	G.M. estimates a 70% high-flow blockage for steelhead and a 90% high-flow blockage for chinook.  Blockage was shaped by Mill Creek FlwHigh pattern.	2	13602	265	9	61
256	Millcreek5A (velocity/light barrier)				Obstruction: Velocity barrier from narrow portion of concrete channel and underground sections of the concrete channel.	G.M. estimates a 70% high-flow blockage for steelhead and a 90% high-flow blockage for chinook.  Blockage was shaped by Mill Creek FlwHigh pattern.	2	13602	266	9	62
257	Millcreek5A (velocity/light barrier)				Obstruction: Velocity barrier from narrow portion of concrete channel and underground sections of the concrete channel.	G.M. estimates a 70% high-flow blockage for steelhead and a 90% high-flow blockage for chinook.  Blockage was shaped by Mill Creek FlwHigh pattern.	2	13602	267	9	101
258	Millcreek5A (velocity/light barrier)				Obstruction: Velocity barrier from narrow portion of concrete channel and underground sections of the concrete channel.	G.M. estimates a 70% high-flow blockage for steelhead and a 90% high-flow blockage for chinook.  Blockage was shaped by Mill Creek FlwHigh pattern.	2	13602	268	9	102
259	Millcreek5A (velocity/light barrier)				Obstruction: Velocity barrier from narrow portion of concrete channel and underground sections of the concrete channel.	G.M. estimates a 70% high-flow blockage for steelhead and a 90% high-flow blockage for chinook.  Blockage was shaped by Mill Creek FlwHigh pattern.	2	13602	269	9	141
260	Millcreek5A (velocity/light barrier)				Obstruction: Velocity barrier from narrow portion of concrete channel and underground sections of the concrete channel.	G.M. estimates a 70% high-flow blockage for steelhead and a 90% high-flow blockage for chinook.  Blockage was shaped by Mill Creek FlwHigh pattern.	2	13602	270	9	142
261	Millcreek5A (velocity/light barrier)				Obstruction: Velocity barrier from narrow portion of concrete channel and underground sections of the concrete channel.	G.M. estimates a 70% high-flow blockage for steelhead and a 90% high-flow blockage for chinook.  Blockage was shaped by Mill Creek FlwHigh pattern.	2	13602	271	9	162
262	Millcreek6A (weirs)				Obstruction: Hypothetical obstruction representing the numerous weirs (velocity controll) in the Corps project.	G.M. estimates 20% low-flow blockage for steelhead, 40% low-flow blockage for chinook.  Impedance shaped by FlwLow Millcreek pattern.	2	13603	272	9	31
263	Millcreek6A (weirs)				Obstruction: Hypothetical obstruction representing the numerous weirs (velocity controll) in the Corps project.	G.M. estimates 20% low-flow blockage for steelhead, 40% low-flow blockage for chinook.  Impedance shaped by FlwLow Millcreek pattern.	2	13603	273	9	32
264	Millcreek6A (weirs)				Obstruction: Hypothetical obstruction representing the numerous weirs (velocity controll) in the Corps project.	G.M. estimates 20% low-flow blockage for steelhead, 40% low-flow blockage for chinook.  Impedance shaped by FlwLow Millcreek pattern.	2	13603	274	9	61
265	Millcreek6A (weirs)				Obstruction: Hypothetical obstruction representing the numerous weirs (velocity controll) in the Corps project.	G.M. estimates 20% low-flow blockage for steelhead, 40% low-flow blockage for chinook.  Impedance shaped by FlwLow Millcreek pattern.	2	13603	275	9	62
266	Millcreek6A (weirs)				Obstruction: Hypothetical obstruction representing the numerous weirs (velocity controll) in the Corps project.	G.M. estimates 20% low-flow blockage for steelhead, 40% low-flow blockage for chinook.  Impedance shaped by FlwLow Millcreek pattern.	2	13603	276	9	101
267	Millcreek6A (weirs)				Obstruction: Hypothetical obstruction representing the numerous weirs (velocity controll) in the Corps project.	G.M. estimates 20% low-flow blockage for steelhead, 40% low-flow blockage for chinook.  Impedance shaped by FlwLow Millcreek pattern.	2	13603	277	9	102
268	Millcreek6A (weirs)				Obstruction: Hypothetical obstruction representing the numerous weirs (velocity controll) in the Corps project.	G.M. estimates 20% low-flow blockage for steelhead, 40% low-flow blockage for chinook.  Impedance shaped by FlwLow Millcreek pattern.	2	13603	278	9	141
269	Millcreek6A (weirs)				Obstruction: Hypothetical obstruction representing the numerous weirs (velocity controll) in the Corps project.	G.M. estimates 20% low-flow blockage for steelhead, 40% low-flow blockage for chinook.  Impedance shaped by FlwLow Millcreek pattern.	2	13603	279	9	142
270	Millcreek6A (weirs)				Obstruction: Hypothetical obstruction representing the numerous weirs (velocity controll) in the Corps project.	G.M. estimates 20% low-flow blockage for steelhead, 40% low-flow blockage for chinook.  Impedance shaped by FlwLow Millcreek pattern.	2	13603	280	9	162
271	Millcreek6A (weirs)				Obstruction: Hypothetical obstruction representing the numerous weirs (velocity controll) in the Corps project.	G.M. estimates 20% low-flow blockage for steelhead, 40% low-flow blockage for chinook.  Impedance shaped by FlwLow Millcreek pattern.	2	13603	281	1	31
272	Millcreek6A (weirs)				Obstruction: Hypothetical obstruction representing the numerous weirs (velocity controll) in the Corps project.	G.M. estimates 20% low-flow blockage for steelhead, 40% low-flow blockage for chinook.  Impedance shaped by FlwLow Millcreek pattern.	2	13603	282	1	5
273	Millcreek6A (weirs)				Obstruction: Hypothetical obstruction representing the numerous weirs (velocity controll) in the Corps project.	G.M. estimates 20% low-flow blockage for steelhead, 40% low-flow blockage for chinook.  Impedance shaped by FlwLow Millcreek pattern.	2	13603	283	1	61
274	Millcreek6A (weirs)				Obstruction: Hypothetical obstruction representing the numerous weirs (velocity controll) in the Corps project.	G.M. estimates 20% low-flow blockage for steelhead, 40% low-flow blockage for chinook.  Impedance shaped by FlwLow Millcreek pattern.	2	13603	284	1	101
275	Millcreek6A (weirs)				Obstruction: Hypothetical obstruction representing the numerous weirs (velocity controll) in the Corps project.	G.M. estimates 20% low-flow blockage for steelhead, 40% low-flow blockage for chinook.  Impedance shaped by FlwLow Millcreek pattern.	2	13603	285	1	162
276	Millcreek8A(dam)				Obstruction, Yellowhawk Division Dam	G.M. rates as a 10% continuous blockage for steelhead and a 20% continuous blockage for chinook.	4	13605	291	1	31
277	Millcreek8A(dam)				Obstruction, Yellowhawk Division Dam	G.M. rates as a 10% continuous blockage for steelhead and a 20% continuous blockage for chinook.	4	13605	292	1	5
278	Millcreek8A(dam)				Obstruction, Yellowhawk Division Dam	G.M. rates as a 10% continuous blockage for steelhead and a 20% continuous blockage for chinook.	4	13605	293	1	61
279	Millcreek8A(dam)				Obstruction, Yellowhawk Division Dam	G.M. rates as a 10% continuous blockage for steelhead and a 20% continuous blockage for chinook.	4	13605	294	1	101
280	Millcreek8A(dam)				Obstruction, Yellowhawk Division Dam	G.M. rates as a 10% continuous blockage for steelhead and a 20% continuous blockage for chinook.	4	13605	295	1	162
281	Millcreek8A(dam)				Obstruction, Yellowhawk Division Dam	G.M. rates as a 10% continuous blockage for steelhead and a 20% continuous blockage for chinook.	4	13605	296	9	31
282	Millcreek8A(dam)				Obstruction, Yellowhawk Division Dam	G.M. rates as a 10% continuous blockage for steelhead and a 20% continuous blockage for chinook.	4	13605	297	9	32
283	Millcreek8A(dam)				Obstruction, Yellowhawk Division Dam	G.M. rates as a 10% continuous blockage for steelhead and a 20% continuous blockage for chinook.	4	13605	298	9	61
284	Millcreek8A(dam)				Obstruction, Yellowhawk Division Dam	G.M. rates as a 10% continuous blockage for steelhead and a 20% continuous blockage for chinook.	4	13605	299	9	62
285	Millcreek8A(dam)				Obstruction, Yellowhawk Division Dam	G.M. rates as a 10% continuous blockage for steelhead and a 20% continuous blockage for chinook.	4	13605	300	9	101
286	Millcreek8A(dam)				Obstruction, Yellowhawk Division Dam	G.M. rates as a 10% continuous blockage for steelhead and a 20% continuous blockage for chinook.	4	13605	301	9	102
287	Millcreek8A(dam)				Obstruction, Yellowhawk Division Dam	G.M. rates as a 10% continuous blockage for steelhead and a 20% continuous blockage for chinook.	4	13605	302	9	141
288	Millcreek8A(dam)				Obstruction, Yellowhawk Division Dam	G.M. rates as a 10% continuous blockage for steelhead and a 20% continuous blockage for chinook.	4	13605	303	9	142
289	Millcreek8A(dam)				Obstruction, Yellowhawk Division Dam	G.M. rates as a 10% continuous blockage for steelhead and a 20% continuous blockage for chinook.	4	13605	304	9	162
295	Millcreek9A(Bennington Dam)				Obstruction, Bennington Diversion Dam	G.M. rates as a continuous 80% blockage for steelhead and a continuous 90% blockage for chinook.  CTUIR data shows relatively good passage for Chinook and steelhead: >50%.  Ben Tice video monitoring shows greater efficiency, perhaps 75%		13606	310	9	31
296	Millcreek9A(Bennington Dam)				Obstruction, Bennington Diversion Dam	G.M. rates as a continuous 80% blockage for steelhead and a continuous 90% blockage for chinook.  CTUIR data shows relatively good passage for Chinook and steelhead: >50%.  Ben Tice video monitoring shows greater efficiency, perhaps 75%		13606	311	9	32
297	Millcreek9A(Bennington Dam)				Obstruction, Bennington Diversion Dam	G.M. rates as a continuous 80% blockage for steelhead and a continuous 90% blockage for chinook.  CTUIR data shows relatively good passage for Chinook and steelhead: >50%.  Ben Tice video monitoring shows greater efficiency, perhaps 75%		13606	312	9	61
298	Millcreek9A(Bennington Dam)				Obstruction, Bennington Diversion Dam	G.M. rates as a continuous 80% blockage for steelhead and a continuous 90% blockage for chinook.  CTUIR data shows relatively good passage for Chinook and steelhead: >50%.  Ben Tice video monitoring shows greater efficiency, perhaps 75%		13606	313	9	62
299	Millcreek9A(Bennington Dam)				Obstruction, Bennington Diversion Dam	G.M. rates as a continuous 80% blockage for steelhead and a continuous 90% blockage for chinook.  CTUIR data shows relatively good passage for Chinook and steelhead: >50%.  Ben Tice video monitoring shows greater efficiency, perhaps 75%		13606	314	9	101
300	Millcreek9A(Bennington Dam)				Obstruction, Bennington Diversion Dam	G.M. rates as a continuous 80% blockage for steelhead and a continuous 90% blockage for chinook.  CTUIR data shows relatively good passage for Chinook and steelhead: >50%.  Ben Tice video monitoring shows greater efficiency, perhaps 75%		13606	315	9	102
301	Millcreek9A(Bennington Dam)				Obstruction, Bennington Diversion Dam	G.M. rates as a continuous 80% blockage for steelhead and a continuous 90% blockage for chinook.  CTUIR data shows relatively good passage for Chinook and steelhead: >50%.  Ben Tice video monitoring shows greater efficiency, perhaps 75%		13606	316	9	141
302	Millcreek9A(Bennington Dam)				Obstruction, Bennington Diversion Dam	G.M. rates as a continuous 80% blockage for steelhead and a continuous 90% blockage for chinook.  CTUIR data shows relatively good passage for Chinook and steelhead: >50%.  Ben Tice video monitoring shows greater efficiency, perhaps 75%		13606	317	9	142
303	Millcreek9A(Bennington Dam)				Obstruction, Bennington Diversion Dam	G.M. rates as a continuous 80% blockage for steelhead and a continuous 90% blockage for chinook.  CTUIR data shows relatively good passage for Chinook and steelhead: >50%.  Ben Tice video monitoring shows greater efficiency, perhaps 75%		13606	318	9	162
304	Mud[Dixie]1A(culvert)				Mud Cr(Dixie) RR crossing culvert.  Culvert is complete barrier to upstream migration; SH access limit.		3	13598	319	1	31
305	Mud[Dixie]1A(culvert)				Mud Cr(Dixie) RR crossing culvert.  Culvert is complete barrier to upstream migration; SH access limit.		3	13598	320	1	5
306	Mud[Dixie]1A(culvert)				Mud Cr(Dixie) RR crossing culvert.  Culvert is complete barrier to upstream migration; SH access limit.		3	13598	321	1	61
307	Mud[Dixie]1A(culvert)				Mud Cr(Dixie) RR crossing culvert.  Culvert is complete barrier to upstream migration; SH access limit.		3	13598	322	1	101
308	Mud[Dixie]1A(culvert)				Mud Cr(Dixie) RR crossing culvert.  Culvert is complete barrier to upstream migration; SH access limit.		3	13598	323	1	162
309	Mud[Dixie]1A(culvert)				Mud Cr(Dixie) RR crossing culvert.  Culvert is complete barrier to upstream migration; SH access limit.		3	13598	324	9	31
310	Mud[Dixie]1A(culvert)				Mud Cr(Dixie) RR crossing culvert.  Culvert is complete barrier to upstream migration; SH access limit.		3	13598	325	9	32
311	Mud[Dixie]1A(culvert)				Mud Cr(Dixie) RR crossing culvert.  Culvert is complete barrier to upstream migration; SH access limit.		3	13598	326	9	61
312	Mud[Dixie]1A(culvert)				Mud Cr(Dixie) RR crossing culvert.  Culvert is complete barrier to upstream migration; SH access limit.		3	13598	327	9	62
313	Mud[Dixie]1A(culvert)				Mud Cr(Dixie) RR crossing culvert.  Culvert is complete barrier to upstream migration; SH access limit.		3	13598	328	9	101
314	Mud[Dixie]1A(culvert)				Mud Cr(Dixie) RR crossing culvert.  Culvert is complete barrier to upstream migration; SH access limit.		3	13598	329	9	102
315	Mud[Dixie]1A(culvert)				Mud Cr(Dixie) RR crossing culvert.  Culvert is complete barrier to upstream migration; SH access limit.		3	13598	330	9	141
316	Mud[Dixie]1A(culvert)				Mud Cr(Dixie) RR crossing culvert.  Culvert is complete barrier to upstream migration; SH access limit.		3	13598	331	9	142
317	Mud[Dixie]1A(culvert)				Mud Cr(Dixie) RR crossing culvert.  Culvert is complete barrier to upstream migration; SH access limit.		3	13598	332	9	162
318	Pine11(obstruction)				Concrete bridge on Co Road 708 (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13591	342	1	31
319	Pine11(obstruction)				Concrete bridge on Co Road 708 (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13591	343	1	5
320	Pine11(obstruction)				Concrete bridge on Co Road 708 (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13591	344	1	61
321	Pine11(obstruction)				Concrete bridge on Co Road 708 (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13591	345	1	101
322	Pine11(obstruction)				Concrete bridge on Co Road 708 (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13591	346	1	162
323	Pine11(obstruction)				Concrete bridge on Co Road 708 (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13591	347	9	31
324	Pine11(obstruction)				Concrete bridge on Co Road 708 (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13591	348	9	32
325	Pine11(obstruction)				Concrete bridge on Co Road 708 (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13591	349	9	61
326	Pine11(obstruction)				Concrete bridge on Co Road 708 (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13591	350	9	62
327	Pine11(obstruction)				Concrete bridge on Co Road 708 (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13591	351	9	101
328	Pine11(obstruction)				Concrete bridge on Co Road 708 (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13591	352	9	102
329	Pine11(obstruction)				Concrete bridge on Co Road 708 (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13591	353	9	141
330	Pine11(obstruction)				Concrete bridge on Co Road 708 (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13591	354	9	142
331	Pine11(obstruction)				Concrete bridge on Co Road 708 (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13591	355	9	162
332	Pine13(culvert)				Culvert at Johnson Road (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13592	356	1	31
333	Pine13(culvert)				Culvert at Johnson Road (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13592	357	1	5
334	Pine13(culvert)				Culvert at Johnson Road (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13592	358	1	61
335	Pine13(culvert)				Culvert at Johnson Road (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13592	359	1	101
336	Pine13(culvert)				Culvert at Johnson Road (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13592	360	1	162
337	Pine13(culvert)				Culvert at Johnson Road (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13592	361	9	31
338	Pine13(culvert)				Culvert at Johnson Road (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13592	362	9	32
339	Pine13(culvert)				Culvert at Johnson Road (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13592	363	9	61
340	Pine13(culvert)				Culvert at Johnson Road (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13592	364	9	62
341	Pine13(culvert)				Culvert at Johnson Road (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13592	365	9	101
342	Pine13(culvert)				Culvert at Johnson Road (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13592	366	9	102
343	Pine13(culvert)				Culvert at Johnson Road (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13592	367	9	141
344	Pine13(culvert)				Culvert at Johnson Road (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13592	368	9	142
345	Pine13(culvert)				Culvert at Johnson Road (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13592	369	9	162
346	Pine15(culvert)				Culvert at Hwy 11 (passage barrier)	E.P. rates as a 50% low-flow blockage.	3	13593	370	9	31
347	Pine15(culvert)				Culvert at Hwy 11 (passage barrier)	E.P. rates as a 50% low-flow blockage.	3	13593	371	9	32
348	Pine15(culvert)				Culvert at Hwy 11 (passage barrier)	E.P. rates as a 50% low-flow blockage.	3	13593	372	9	61
349	Pine15(culvert)				Culvert at Hwy 11 (passage barrier)	E.P. rates as a 50% low-flow blockage.	3	13593	373	9	62
350	Pine15(culvert)				Culvert at Hwy 11 (passage barrier)	E.P. rates as a 50% low-flow blockage.	3	13593	374	9	101
351	Pine15(culvert)				Culvert at Hwy 11 (passage barrier)	E.P. rates as a 50% low-flow blockage.	3	13593	375	9	102
352	Pine15(culvert)				Culvert at Hwy 11 (passage barrier)	E.P. rates as a 50% low-flow blockage.	3	13593	376	9	141
353	Pine15(culvert)				Culvert at Hwy 11 (passage barrier)	E.P. rates as a 50% low-flow blockage.	3	13593	377	9	142
354	Pine15(culvert)				Culvert at Hwy 11 (passage barrier)	E.P. rates as a 50% low-flow blockage.	3	13593	378	9	162
355	Pine15(culvert)				Culvert at Hwy 11 (passage barrier)	E.P. rates as a 50% low-flow blockage.	3	13593	379	1	31
356	Pine15(culvert)				Culvert at Hwy 11 (passage barrier)	E.P. rates as a 50% low-flow blockage.	3	13593	380	1	5
357	Pine15(culvert)				Culvert at Hwy 11 (passage barrier)	E.P. rates as a 50% low-flow blockage.	3	13593	381	1	61
358	Pine15(culvert)				Culvert at Hwy 11 (passage barrier)	E.P. rates as a 50% low-flow blockage.	3	13593	382	1	101
359	Pine15(culvert)				Culvert at Hwy 11 (passage barrier)	E.P. rates as a 50% low-flow blockage.	3	13593	383	1	162
360	Pine18(dam)				Poplar Spring Rsv Dam ID # 51759 at 2100 ft level (passage barrier)	E.P. rates as negligible impact on passage.	2	13594	384	1	31
361	Pine18(dam)				Poplar Spring Rsv Dam ID # 51759 at 2100 ft level (passage barrier)	E.P. rates as negligible impact on passage.	2	13594	385	1	5
362	Pine18(dam)				Poplar Spring Rsv Dam ID # 51759 at 2100 ft level (passage barrier)	E.P. rates as negligible impact on passage.	2	13594	386	1	61
363	Pine18(dam)				Poplar Spring Rsv Dam ID # 51759 at 2100 ft level (passage barrier)	E.P. rates as negligible impact on passage.	2	13594	387	1	101
364	Pine18(dam)				Poplar Spring Rsv Dam ID # 51759 at 2100 ft level (passage barrier)	E.P. rates as negligible impact on passage.	2	13594	388	1	162
365	Pine18(dam)				Poplar Spring Rsv Dam ID # 51759 at 2100 ft level (passage barrier)	E.P. rates as negligible impact on passage.	2	13594	389	9	31
366	Pine18(dam)				Poplar Spring Rsv Dam ID # 51759 at 2100 ft level (passage barrier)	E.P. rates as negligible impact on passage.	2	13594	390	9	32
367	Pine18(dam)				Poplar Spring Rsv Dam ID # 51759 at 2100 ft level (passage barrier)	E.P. rates as negligible impact on passage.	2	13594	391	9	61
368	Pine18(dam)				Poplar Spring Rsv Dam ID # 51759 at 2100 ft level (passage barrier)	E.P. rates as negligible impact on passage.	2	13594	392	9	62
369	Pine18(dam)				Poplar Spring Rsv Dam ID # 51759 at 2100 ft level (passage barrier)	E.P. rates as negligible impact on passage.	2	13594	393	9	101
370	Pine18(dam)				Poplar Spring Rsv Dam ID # 51759 at 2100 ft level (passage barrier)	E.P. rates as negligible impact on passage.	2	13594	394	9	102
371	Pine18(dam)				Poplar Spring Rsv Dam ID # 51759 at 2100 ft level (passage barrier)	E.P. rates as negligible impact on passage.	2	13594	395	9	141
372	Pine18(dam)				Poplar Spring Rsv Dam ID # 51759 at 2100 ft level (passage barrier)	E.P. rates as negligible impact on passage.	2	13594	396	9	142
373	Pine18(dam)				Poplar Spring Rsv Dam ID # 51759 at 2100 ft level (passage barrier)	E.P. rates as negligible impact on passage.	2	13594	397	9	162
374	Pine20(dam)				Another Poplar Sp Dam # 50191 at 2350 ft level	E.P. rates as having negligible impact on passage.	2	13595	398	1	31
375	Pine20(dam)				Another Poplar Sp Dam # 50191 at 2350 ft level	E.P. rates as having negligible impact on passage.	2	13595	399	1	5
376	Pine20(dam)				Another Poplar Sp Dam # 50191 at 2350 ft level	E.P. rates as having negligible impact on passage.	2	13595	400	1	61
377	Pine20(dam)				Another Poplar Sp Dam # 50191 at 2350 ft level	E.P. rates as having negligible impact on passage.	2	13595	401	1	101
378	Pine20(dam)				Another Poplar Sp Dam # 50191 at 2350 ft level	E.P. rates as having negligible impact on passage.	2	13595	402	1	162
379	Pine20(dam)				Another Poplar Sp Dam # 50191 at 2350 ft level	E.P. rates as having negligible impact on passage.	2	13595	403	9	31
380	Pine20(dam)				Another Poplar Sp Dam # 50191 at 2350 ft level	E.P. rates as having negligible impact on passage.	2	13595	404	9	32
381	Pine20(dam)				Another Poplar Sp Dam # 50191 at 2350 ft level	E.P. rates as having negligible impact on passage.	2	13595	405	9	61
382	Pine20(dam)				Another Poplar Sp Dam # 50191 at 2350 ft level	E.P. rates as having negligible impact on passage.	2	13595	406	9	62
383	Pine20(dam)				Another Poplar Sp Dam # 50191 at 2350 ft level	E.P. rates as having negligible impact on passage.	2	13595	407	9	101
384	Pine20(dam)				Another Poplar Sp Dam # 50191 at 2350 ft level	E.P. rates as having negligible impact on passage.	2	13595	408	9	102
385	Pine20(dam)				Another Poplar Sp Dam # 50191 at 2350 ft level	E.P. rates as having negligible impact on passage.	2	13595	409	9	141
386	Pine20(dam)				Another Poplar Sp Dam # 50191 at 2350 ft level	E.P. rates as having negligible impact on passage.	2	13595	410	9	142
387	Pine20(dam)				Another Poplar Sp Dam # 50191 at 2350 ft level	E.P. rates as having negligible impact on passage.	2	13595	411	9	162
388	Pine4(obstr)				grade control structure at Co Road 707	E.P. rates as a 90% low-flow blockage.  Impedance shaped by FlwLow for Pine Creek.	2	13588	412	9	31
389	Pine4(obstr)				grade control structure at Co Road 707	E.P. rates as a 90% low-flow blockage.  Impedance shaped by FlwLow for Pine Creek.	2	13588	413	9	32
390	Pine4(obstr)				grade control structure at Co Road 707	E.P. rates as a 90% low-flow blockage.  Impedance shaped by FlwLow for Pine Creek.	2	13588	414	9	61
391	Pine4(obstr)				grade control structure at Co Road 707	E.P. rates as a 90% low-flow blockage.  Impedance shaped by FlwLow for Pine Creek.	2	13588	415	9	62
392	Pine4(obstr)				grade control structure at Co Road 707	E.P. rates as a 90% low-flow blockage.  Impedance shaped by FlwLow for Pine Creek.	2	13588	416	9	101
393	Pine4(obstr)				grade control structure at Co Road 707	E.P. rates as a 90% low-flow blockage.  Impedance shaped by FlwLow for Pine Creek.	2	13588	417	9	102
394	Pine4(obstr)				grade control structure at Co Road 707	E.P. rates as a 90% low-flow blockage.  Impedance shaped by FlwLow for Pine Creek.	2	13588	418	9	141
395	Pine4(obstr)				grade control structure at Co Road 707	E.P. rates as a 90% low-flow blockage.  Impedance shaped by FlwLow for Pine Creek.	2	13588	419	9	142
396	Pine4(obstr)				grade control structure at Co Road 707	E.P. rates as a 90% low-flow blockage.  Impedance shaped by FlwLow for Pine Creek.	2	13588	420	9	162
397	Pine4(obstr)				grade control structure at Co Road 707	E.P. rates as a 90% low-flow blockage.  Impedance shaped by FlwLow for Pine Creek.	2	13588	421	1	31
398	Pine4(obstr)				grade control structure at Co Road 707	E.P. rates as a 90% low-flow blockage.  Impedance shaped by FlwLow for Pine Creek.	2	13588	422	1	5
399	Pine4(obstr)				grade control structure at Co Road 707	E.P. rates as a 90% low-flow blockage.  Impedance shaped by FlwLow for Pine Creek.	2	13588	423	1	61
400	Pine4(obstr)				grade control structure at Co Road 707	E.P. rates as a 90% low-flow blockage.  Impedance shaped by FlwLow for Pine Creek.	2	13588	424	1	101
401	Pine4(obstr)				grade control structure at Co Road 707	E.P. rates as a 90% low-flow blockage.  Impedance shaped by FlwLow for Pine Creek.	2	13588	425	1	162
416	Pine9(dam)				White Ditch Diversion (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13590	440	9	31
417	Pine9(dam)				White Ditch Diversion (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13590	441	9	32
418	Pine9(dam)				White Ditch Diversion (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13590	442	9	61
419	Pine9(dam)				White Ditch Diversion (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13590	443	9	62
420	Pine9(dam)				White Ditch Diversion (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13590	444	9	101
421	Pine9(dam)				White Ditch Diversion (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13590	445	9	102
422	Pine9(dam)				White Ditch Diversion (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13590	446	9	141
423	Pine9(dam)				White Ditch Diversion (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13590	447	9	142
424	Pine9(dam)				White Ditch Diversion (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13590	448	9	162
425	Pine9(dam)				White Ditch Diversion (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13590	449	1	31
426	Pine9(dam)				White Ditch Diversion (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13590	450	1	5
427	Pine9(dam)				White Ditch Diversion (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13590	451	1	61
428	Pine9(dam)				White Ditch Diversion (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13590	452	1	101
429	Pine9(dam)				White Ditch Diversion (passage barrier)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13590	453	1	162
430	Russell1A(dam)				Obstruction: old irrigation Diversion Dam, partial obstruction.	G.M. estimates as a 30% low-flow blockage for steelhead (Russlell Cr not a cuurent or historical chinook producer, so no chinook blockage estimate necessary).  Shaped by Yellowhawk FlwLow pattern.	4	13616	454	9	31
431	Russell1A(dam)				Obstruction: old irrigation Diversion Dam, partial obstruction.	G.M. estimates as a 30% low-flow blockage for steelhead (Russlell Cr not a cuurent or historical chinook producer, so no chinook blockage estimate necessary).  Shaped by Yellowhawk FlwLow pattern.	4	13616	455	9	32
432	Russell1A(dam)				Obstruction: old irrigation Diversion Dam, partial obstruction.	G.M. estimates as a 30% low-flow blockage for steelhead (Russlell Cr not a cuurent or historical chinook producer, so no chinook blockage estimate necessary).  Shaped by Yellowhawk FlwLow pattern.	4	13616	456	9	61
433	Russell1A(dam)				Obstruction: old irrigation Diversion Dam, partial obstruction.	G.M. estimates as a 30% low-flow blockage for steelhead (Russlell Cr not a cuurent or historical chinook producer, so no chinook blockage estimate necessary).  Shaped by Yellowhawk FlwLow pattern.	4	13616	457	9	62
434	Russell1A(dam)				Obstruction: old irrigation Diversion Dam, partial obstruction.	G.M. estimates as a 30% low-flow blockage for steelhead (Russlell Cr not a cuurent or historical chinook producer, so no chinook blockage estimate necessary).  Shaped by Yellowhawk FlwLow pattern.	4	13616	458	9	101
435	Russell1A(dam)				Obstruction: old irrigation Diversion Dam, partial obstruction.	G.M. estimates as a 30% low-flow blockage for steelhead (Russlell Cr not a cuurent or historical chinook producer, so no chinook blockage estimate necessary).  Shaped by Yellowhawk FlwLow pattern.	4	13616	459	9	102
436	Russell1A(dam)				Obstruction: old irrigation Diversion Dam, partial obstruction.	G.M. estimates as a 30% low-flow blockage for steelhead (Russlell Cr not a cuurent or historical chinook producer, so no chinook blockage estimate necessary).  Shaped by Yellowhawk FlwLow pattern.	4	13616	460	9	141
437	Russell1A(dam)				Obstruction: old irrigation Diversion Dam, partial obstruction.	G.M. estimates as a 30% low-flow blockage for steelhead (Russlell Cr not a cuurent or historical chinook producer, so no chinook blockage estimate necessary).  Shaped by Yellowhawk FlwLow pattern.	4	13616	461	9	142
438	Russell1A(dam)				Obstruction: old irrigation Diversion Dam, partial obstruction.	G.M. estimates as a 30% low-flow blockage for steelhead (Russlell Cr not a cuurent or historical chinook producer, so no chinook blockage estimate necessary).  Shaped by Yellowhawk FlwLow pattern.	4	13616	462	9	162
448	Russell3A(dam)				Obstruction: CCC Dam, complete obstruction.	G.M. rates as a total barrier at all flows.	2	13617	472	1	31
449	Russell3A(dam)				Obstruction: CCC Dam, complete obstruction.	G.M. rates as a total barrier at all flows.	2	13617	473	1	5
450	Russell3A(dam)				Obstruction: CCC Dam, complete obstruction.	G.M. rates as a total barrier at all flows.	2	13617	474	1	61
451	Russell3A(dam)				Obstruction: CCC Dam, complete obstruction.	G.M. rates as a total barrier at all flows.	2	13617	475	1	101
452	Russell3A(dam)				Obstruction: CCC Dam, complete obstruction.	G.M. rates as a total barrier at all flows.	2	13617	476	1	162
453	Stone1A (dam)				Obstruction, Pond Dam	G.M. rates as a 20% barrier to steelhead passage at all flows.	2	13611	477	9	31
454	Stone1A (dam)				Obstruction, Pond Dam	G.M. rates as a 20% barrier to steelhead passage at all flows.	2	13611	478	9	32
455	Stone1A (dam)				Obstruction, Pond Dam	G.M. rates as a 20% barrier to steelhead passage at all flows.	2	13611	479	9	61
456	Stone1A (dam)				Obstruction, Pond Dam	G.M. rates as a 20% barrier to steelhead passage at all flows.	2	13611	480	9	62
457	Stone1A (dam)				Obstruction, Pond Dam	G.M. rates as a 20% barrier to steelhead passage at all flows.	2	13611	481	9	101
458	Stone1A (dam)				Obstruction, Pond Dam	G.M. rates as a 20% barrier to steelhead passage at all flows.	2	13611	482	9	102
459	Stone1A (dam)				Obstruction, Pond Dam	G.M. rates as a 20% barrier to steelhead passage at all flows.	2	13611	483	9	141
460	Stone1A (dam)				Obstruction, Pond Dam	G.M. rates as a 20% barrier to steelhead passage at all flows.	2	13611	484	9	142
461	Stone1A (dam)				Obstruction, Pond Dam	G.M. rates as a 20% barrier to steelhead passage at all flows.	2	13611	485	9	162
462	Stone1A (dam)				Obstruction, Pond Dam	G.M. rates as a 20% barrier to steelhead passage at all flows.	2	13611	486	1	31
463	Stone1A (dam)				Obstruction, Pond Dam	G.M. rates as a 20% barrier to steelhead passage at all flows.	2	13611	487	1	5
464	Stone1A (dam)				Obstruction, Pond Dam	G.M. rates as a 20% barrier to steelhead passage at all flows.	2	13611	488	1	61
465	Stone1A (dam)				Obstruction, Pond Dam	G.M. rates as a 20% barrier to steelhead passage at all flows.	2	13611	489	1	101
466	Stone1A (dam)				Obstruction, Pond Dam	G.M. rates as a 20% barrier to steelhead passage at all flows.	2	13611	490	1	162
467	Stone2A (obstruction)				Obstruction: Multiple obstructions in urban Stone Cr above Highway12	G.M. rates as a 20% blockage to steelhead under all flows.	3	13612	491	9	31
468	Stone2A (obstruction)				Obstruction: Multiple obstructions in urban Stone Cr above Highway12	G.M. rates as a 20% blockage to steelhead under all flows.	3	13612	492	9	32
469	Stone2A (obstruction)				Obstruction: Multiple obstructions in urban Stone Cr above Highway12	G.M. rates as a 20% blockage to steelhead under all flows.	3	13612	493	9	61
470	Stone2A (obstruction)				Obstruction: Multiple obstructions in urban Stone Cr above Highway12	G.M. rates as a 20% blockage to steelhead under all flows.	3	13612	494	9	62
471	Stone2A (obstruction)				Obstruction: Multiple obstructions in urban Stone Cr above Highway12	G.M. rates as a 20% blockage to steelhead under all flows.	3	13612	495	9	101
472	Stone2A (obstruction)				Obstruction: Multiple obstructions in urban Stone Cr above Highway12	G.M. rates as a 20% blockage to steelhead under all flows.	3	13612	496	9	102
473	Stone2A (obstruction)				Obstruction: Multiple obstructions in urban Stone Cr above Highway12	G.M. rates as a 20% blockage to steelhead under all flows.	3	13612	497	9	141
474	Stone2A (obstruction)				Obstruction: Multiple obstructions in urban Stone Cr above Highway12	G.M. rates as a 20% blockage to steelhead under all flows.	3	13612	498	9	142
475	Stone2A (obstruction)				Obstruction: Multiple obstructions in urban Stone Cr above Highway12	G.M. rates as a 20% blockage to steelhead under all flows.	3	13612	499	9	162
476	Stone2A (obstruction)				Obstruction: Multiple obstructions in urban Stone Cr above Highway12	G.M. rates as a 20% blockage to steelhead under all flows.	3	13612	500	1	31
477	Stone2A (obstruction)				Obstruction: Multiple obstructions in urban Stone Cr above Highway12	G.M. rates as a 20% blockage to steelhead under all flows.	3	13612	501	1	5
478	Stone2A (obstruction)				Obstruction: Multiple obstructions in urban Stone Cr above Highway12	G.M. rates as a 20% blockage to steelhead under all flows.	3	13612	502	1	61
479	Stone2A (obstruction)				Obstruction: Multiple obstructions in urban Stone Cr above Highway12	G.M. rates as a 20% blockage to steelhead under all flows.	3	13612	503	1	101
480	Stone2A (obstruction)				Obstruction: Multiple obstructions in urban Stone Cr above Highway12	G.M. rates as a 20% blockage to steelhead under all flows.	3	13612	504	1	162
490	Titus1A(culvert)				Obstruction, perched culvert at mouth of Titus Cr	G.M. rates as a total barrier at all flows.	3	13604	514	1	31
491	Titus1A(culvert)				Obstruction, perched culvert at mouth of Titus Cr	G.M. rates as a total barrier at all flows.	3	13604	515	1	5
492	Titus1A(culvert)				Obstruction, perched culvert at mouth of Titus Cr	G.M. rates as a total barrier at all flows.	3	13604	516	1	61
493	Titus1A(culvert)				Obstruction, perched culvert at mouth of Titus Cr	G.M. rates as a total barrier at all flows.	3	13604	517	1	101
494	Titus1A(culvert)				Obstruction, perched culvert at mouth of Titus Cr	G.M. rates as a total barrier at all flows.	3	13604	518	1	162
495	Touchet10A(obstr)				Obstruction: WDFW acclimation Pond intake dam which is a partial barrier.	G.M. rates as a 10% low-flow barrier to steelhead and chinook passage.	2	13587	519	1	31
496	Touchet10A(obstr)				Obstruction: WDFW acclimation Pond intake dam which is a partial barrier.	G.M. rates as a 10% low-flow barrier to steelhead and chinook passage.	2	13587	520	1	5
497	Touchet10A(obstr)				Obstruction: WDFW acclimation Pond intake dam which is a partial barrier.	G.M. rates as a 10% low-flow barrier to steelhead and chinook passage.	2	13587	521	1	61
498	Touchet10A(obstr)				Obstruction: WDFW acclimation Pond intake dam which is a partial barrier.	G.M. rates as a 10% low-flow barrier to steelhead and chinook passage.	2	13587	522	1	101
499	Touchet10A(obstr)				Obstruction: WDFW acclimation Pond intake dam which is a partial barrier.	G.M. rates as a 10% low-flow barrier to steelhead and chinook passage.	2	13587	523	1	162
500	Touchet10A(obstr)				Obstruction: WDFW acclimation Pond intake dam which is a partial barrier.	G.M. rates as a 10% low-flow barrier to steelhead and chinook passage.	2	13587	524	9	31
501	Touchet10A(obstr)				Obstruction: WDFW acclimation Pond intake dam which is a partial barrier.	G.M. rates as a 10% low-flow barrier to steelhead and chinook passage.	2	13587	525	9	32
502	Touchet10A(obstr)				Obstruction: WDFW acclimation Pond intake dam which is a partial barrier.	G.M. rates as a 10% low-flow barrier to steelhead and chinook passage.	2	13587	526	9	61
503	Touchet10A(obstr)				Obstruction: WDFW acclimation Pond intake dam which is a partial barrier.	G.M. rates as a 10% low-flow barrier to steelhead and chinook passage.	2	13587	527	9	62
504	Touchet10A(obstr)				Obstruction: WDFW acclimation Pond intake dam which is a partial barrier.	G.M. rates as a 10% low-flow barrier to steelhead and chinook passage.	2	13587	528	9	101
505	Touchet10A(obstr)				Obstruction: WDFW acclimation Pond intake dam which is a partial barrier.	G.M. rates as a 10% low-flow barrier to steelhead and chinook passage.	2	13587	529	9	102
506	Touchet10A(obstr)				Obstruction: WDFW acclimation Pond intake dam which is a partial barrier.	G.M. rates as a 10% low-flow barrier to steelhead and chinook passage.	2	13587	530	9	141
507	Touchet10A(obstr)				Obstruction: WDFW acclimation Pond intake dam which is a partial barrier.	G.M. rates as a 10% low-flow barrier to steelhead and chinook passage.	2	13587	531	9	142
508	Touchet10A(obstr)				Obstruction: WDFW acclimation Pond intake dam which is a partial barrier.	G.M. rates as a 10% low-flow barrier to steelhead and chinook passage.	2	13587	532	9	162
509	Touchet1A (dam)				Obstruction: Siphon diversion for Hofer	G.M. rates as a 20% low-flow passage barrier for steelhead and a 30% low-flow passage barrier for chinook.  Impedance shaped by FlwLow pattern for Touche at Touche.	2	13583	533	9	31
510	Touchet1A (dam)				Obstruction: Siphon diversion for Hofer	G.M. rates as a 20% low-flow passage barrier for steelhead and a 30% low-flow passage barrier for chinook.  Impedance shaped by FlwLow pattern for Touche at Touche.	2	13583	534	9	32
511	Touchet1A (dam)				Obstruction: Siphon diversion for Hofer	G.M. rates as a 20% low-flow passage barrier for steelhead and a 30% low-flow passage barrier for chinook.  Impedance shaped by FlwLow pattern for Touche at Touche.	2	13583	535	9	61
512	Touchet1A (dam)				Obstruction: Siphon diversion for Hofer	G.M. rates as a 20% low-flow passage barrier for steelhead and a 30% low-flow passage barrier for chinook.  Impedance shaped by FlwLow pattern for Touche at Touche.	2	13583	536	9	62
513	Touchet1A (dam)				Obstruction: Siphon diversion for Hofer	G.M. rates as a 20% low-flow passage barrier for steelhead and a 30% low-flow passage barrier for chinook.  Impedance shaped by FlwLow pattern for Touche at Touche.	2	13583	537	9	101
514	Touchet1A (dam)				Obstruction: Siphon diversion for Hofer	G.M. rates as a 20% low-flow passage barrier for steelhead and a 30% low-flow passage barrier for chinook.  Impedance shaped by FlwLow pattern for Touche at Touche.	2	13583	538	9	102
515	Touchet1A (dam)				Obstruction: Siphon diversion for Hofer	G.M. rates as a 20% low-flow passage barrier for steelhead and a 30% low-flow passage barrier for chinook.  Impedance shaped by FlwLow pattern for Touche at Touche.	2	13583	539	9	141
516	Touchet1A (dam)				Obstruction: Siphon diversion for Hofer	G.M. rates as a 20% low-flow passage barrier for steelhead and a 30% low-flow passage barrier for chinook.  Impedance shaped by FlwLow pattern for Touche at Touche.	2	13583	540	9	142
517	Touchet1A (dam)				Obstruction: Siphon diversion for Hofer	G.M. rates as a 20% low-flow passage barrier for steelhead and a 30% low-flow passage barrier for chinook.  Impedance shaped by FlwLow pattern for Touche at Touche.	2	13583	541	9	162
518	Touchet1A (dam)				Obstruction: Siphon diversion for Hofer	G.M. rates as a 20% low-flow passage barrier for steelhead and a 30% low-flow passage barrier for chinook.  Impedance shaped by FlwLow pattern for Touche at Touche.	2	13583	542	1	31
519	Touchet1A (dam)				Obstruction: Siphon diversion for Hofer	G.M. rates as a 20% low-flow passage barrier for steelhead and a 30% low-flow passage barrier for chinook.  Impedance shaped by FlwLow pattern for Touche at Touche.	2	13583	543	1	5
520	Touchet1A (dam)				Obstruction: Siphon diversion for Hofer	G.M. rates as a 20% low-flow passage barrier for steelhead and a 30% low-flow passage barrier for chinook.  Impedance shaped by FlwLow pattern for Touche at Touche.	2	13583	544	1	61
521	Touchet1A (dam)				Obstruction: Siphon diversion for Hofer	G.M. rates as a 20% low-flow passage barrier for steelhead and a 30% low-flow passage barrier for chinook.  Impedance shaped by FlwLow pattern for Touche at Touche.	2	13583	545	1	101
522	Touchet1A (dam)				Obstruction: Siphon diversion for Hofer	G.M. rates as a 20% low-flow passage barrier for steelhead and a 30% low-flow passage barrier for chinook.  Impedance shaped by FlwLow pattern for Touche at Touche.	2	13583	546	1	162
523	Touchet2A (dam)				Obstruction: Hofer dam	G.M. rates as a 50% low-flow blockage of steelhead passage and a 40% low-flow blockage of chinook passage.  Blockage shaped by Touche near Touche FlwLow pattern.	2	13584	547	9	31
524	Touchet2A (dam)				Obstruction: Hofer dam	G.M. rates as a 50% low-flow blockage of steelhead passage and a 40% low-flow blockage of chinook passage.  Blockage shaped by Touche near Touche FlwLow pattern.	2	13584	548	9	32
525	Touchet2A (dam)				Obstruction: Hofer dam	G.M. rates as a 50% low-flow blockage of steelhead passage and a 40% low-flow blockage of chinook passage.  Blockage shaped by Touche near Touche FlwLow pattern.	2	13584	549	9	61
526	Touchet2A (dam)				Obstruction: Hofer dam	G.M. rates as a 50% low-flow blockage of steelhead passage and a 40% low-flow blockage of chinook passage.  Blockage shaped by Touche near Touche FlwLow pattern.	2	13584	550	9	62
527	Touchet2A (dam)				Obstruction: Hofer dam	G.M. rates as a 50% low-flow blockage of steelhead passage and a 40% low-flow blockage of chinook passage.  Blockage shaped by Touche near Touche FlwLow pattern.	2	13584	551	9	101
528	Touchet2A (dam)				Obstruction: Hofer dam	G.M. rates as a 50% low-flow blockage of steelhead passage and a 40% low-flow blockage of chinook passage.  Blockage shaped by Touche near Touche FlwLow pattern.	2	13584	552	9	102
529	Touchet2A (dam)				Obstruction: Hofer dam	G.M. rates as a 50% low-flow blockage of steelhead passage and a 40% low-flow blockage of chinook passage.  Blockage shaped by Touche near Touche FlwLow pattern.	2	13584	553	9	141
530	Touchet2A (dam)				Obstruction: Hofer dam	G.M. rates as a 50% low-flow blockage of steelhead passage and a 40% low-flow blockage of chinook passage.  Blockage shaped by Touche near Touche FlwLow pattern.	2	13584	554	9	142
531	Touchet2A (dam)				Obstruction: Hofer dam	G.M. rates as a 50% low-flow blockage of steelhead passage and a 40% low-flow blockage of chinook passage.  Blockage shaped by Touche near Touche FlwLow pattern.	2	13584	555	9	162
532	Touchet2A (dam)				Obstruction: Hofer dam	G.M. rates as a 50% low-flow blockage of steelhead passage and a 40% low-flow blockage of chinook passage.  Blockage shaped by Touche near Touche FlwLow pattern.	2	13584	556	1	31
533	Touchet2A (dam)				Obstruction: Hofer dam	G.M. rates as a 50% low-flow blockage of steelhead passage and a 40% low-flow blockage of chinook passage.  Blockage shaped by Touche near Touche FlwLow pattern.	2	13584	557	1	5
534	Touchet2A (dam)				Obstruction: Hofer dam	G.M. rates as a 50% low-flow blockage of steelhead passage and a 40% low-flow blockage of chinook passage.  Blockage shaped by Touche near Touche FlwLow pattern.	2	13584	558	1	61
535	Touchet2A (dam)				Obstruction: Hofer dam	G.M. rates as a 50% low-flow blockage of steelhead passage and a 40% low-flow blockage of chinook passage.  Blockage shaped by Touche near Touche FlwLow pattern.	2	13584	559	1	101
536	Touchet2A (dam)				Obstruction: Hofer dam	G.M. rates as a 50% low-flow blockage of steelhead passage and a 40% low-flow blockage of chinook passage.  Blockage shaped by Touche near Touche FlwLow pattern.	2	13584	560	1	162
546	Touche5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13585	570	1	31
547	Touche5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13585	571	1	5
548	Touche5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13585	572	1	61
549	Touche5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13585	573	1	101
550	Touche5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13585	574	1	162
560	Touchet5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13546	584	1	31
561	Touchet5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13546	585	1	5
562	Touchet5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13546	586	1	61
563	Touchet5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13546	587	1	101
564	Touchet5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13546	588	1	162
565	UnnamedSpring2(obstructions)				Obstruction: Represents many obstructions from railroad crossing up.	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13615	589	1	31
566	UnnamedSpring2(obstructions)				Obstruction: Represents many obstructions from railroad crossing up.	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13615	590	1	5
567	UnnamedSpring2(obstructions)				Obstruction: Represents many obstructions from railroad crossing up.	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13615	591	1	61
568	UnnamedSpring2(obstructions)				Obstruction: Represents many obstructions from railroad crossing up.	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13615	592	1	101
569	UnnamedSpring2(obstructions)				Obstruction: Represents many obstructions from railroad crossing up.	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13615	593	1	162
570	UnnamedSpring2(obstructions)				Obstruction: Represents many obstructions from railroad crossing up.	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13615	594	9	31
571	UnnamedSpring2(obstructions)				Obstruction: Represents many obstructions from railroad crossing up.	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13615	595	9	32
572	UnnamedSpring2(obstructions)				Obstruction: Represents many obstructions from railroad crossing up.	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13615	596	9	61
573	UnnamedSpring2(obstructions)				Obstruction: Represents many obstructions from railroad crossing up.	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13615	597	9	62
574	UnnamedSpring2(obstructions)				Obstruction: Represents many obstructions from railroad crossing up.	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13615	598	9	101
575	UnnamedSpring2(obstructions)				Obstruction: Represents many obstructions from railroad crossing up.	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13615	599	9	102
576	UnnamedSpring2(obstructions)				Obstruction: Represents many obstructions from railroad crossing up.	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13615	600	9	141
577	UnnamedSpring2(obstructions)				Obstruction: Represents many obstructions from railroad crossing up.	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13615	601	9	142
578	UnnamedSpring2(obstructions)				Obstruction: Represents many obstructions from railroad crossing up.	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	3	13615	602	9	162
579	Walla11A(Burlinggame Diversion)				Obstruction: Burlinggame Diversion, partial obstruction.	G.M. rates as a 10% low-flow blockage of steelhead and a 20% low-flow blockage of chinook.  Impedance shaped by FlwLow for Walla Walla.  CTUIR data shows considerable sucessful passage for STS and Chinook.		13613	603	9	31
580	Walla11A(Burlinggame Diversion)				Obstruction: Burlinggame Diversion, partial obstruction.	G.M. rates as a 10% low-flow blockage of steelhead and a 20% low-flow blockage of chinook.  Impedance shaped by FlwLow for Walla Walla.  CTUIR data shows considerable sucessful passage for STS and Chinook.		13613	604	9	32
581	Walla11A(Burlinggame Diversion)				Obstruction: Burlinggame Diversion, partial obstruction.	G.M. rates as a 10% low-flow blockage of steelhead and a 20% low-flow blockage of chinook.  Impedance shaped by FlwLow for Walla Walla.  CTUIR data shows considerable sucessful passage for STS and Chinook.		13613	605	9	61
582	Walla11A(Burlinggame Diversion)				Obstruction: Burlinggame Diversion, partial obstruction.	G.M. rates as a 10% low-flow blockage of steelhead and a 20% low-flow blockage of chinook.  Impedance shaped by FlwLow for Walla Walla.  CTUIR data shows considerable sucessful passage for STS and Chinook.		13613	606	9	62
583	Walla11A(Burlinggame Diversion)				Obstruction: Burlinggame Diversion, partial obstruction.	G.M. rates as a 10% low-flow blockage of steelhead and a 20% low-flow blockage of chinook.  Impedance shaped by FlwLow for Walla Walla.  CTUIR data shows considerable sucessful passage for STS and Chinook.		13613	607	9	101
584	Walla11A(Burlinggame Diversion)				Obstruction: Burlinggame Diversion, partial obstruction.	G.M. rates as a 10% low-flow blockage of steelhead and a 20% low-flow blockage of chinook.  Impedance shaped by FlwLow for Walla Walla.  CTUIR data shows considerable sucessful passage for STS and Chinook.		13613	608	9	102
585	Walla11A(Burlinggame Diversion)				Obstruction: Burlinggame Diversion, partial obstruction.	G.M. rates as a 10% low-flow blockage of steelhead and a 20% low-flow blockage of chinook.  Impedance shaped by FlwLow for Walla Walla.  CTUIR data shows considerable sucessful passage for STS and Chinook.		13613	609	9	141
586	Walla11A(Burlinggame Diversion)				Obstruction: Burlinggame Diversion, partial obstruction.	G.M. rates as a 10% low-flow blockage of steelhead and a 20% low-flow blockage of chinook.  Impedance shaped by FlwLow for Walla Walla.  CTUIR data shows considerable sucessful passage for STS and Chinook.		13613	610	9	142
587	Walla11A(Burlinggame Diversion)				Obstruction: Burlinggame Diversion, partial obstruction.	G.M. rates as a 10% low-flow blockage of steelhead and a 20% low-flow blockage of chinook.  Impedance shaped by FlwLow for Walla Walla.  CTUIR data shows considerable sucessful passage for STS and Chinook.		13613	611	9	162
598	Walla19(obstruction)				Nursery Bridge obstruction	E.P. rates as a 20% low-flow blockage.  Shaped by Walla Walla near Touche FlwLow pattern.  Brian  Mahoney (CTUIR)  rates as a 90%+ passage for CHS, STS, and BT with both ladders operational		13619	622	9	31
599	Walla19(obstruction)				Nursery Bridge obstruction	E.P. rates as a 20% low-flow blockage.  Shaped by Walla Walla near Touche FlwLow pattern.  Brian  Mahoney (CTUIR)  rates as a 90%+ passage for CHS, STS, and BT with both ladders operational		13619	623	9	32
600	Walla19(obstruction)				Nursery Bridge obstruction	E.P. rates as a 20% low-flow blockage.  Shaped by Walla Walla near Touche FlwLow pattern.  Brian  Mahoney (CTUIR)  rates as a 90%+ passage for CHS, STS, and BT with both ladders operational		13619	624	9	61
601	Walla19(obstruction)				Nursery Bridge obstruction	E.P. rates as a 20% low-flow blockage.  Shaped by Walla Walla near Touche FlwLow pattern.  Brian  Mahoney (CTUIR)  rates as a 90%+ passage for CHS, STS, and BT with both ladders operational		13619	625	9	62
602	Walla19(obstruction)				Nursery Bridge obstruction	E.P. rates as a 20% low-flow blockage.  Shaped by Walla Walla near Touche FlwLow pattern.  Brian  Mahoney (CTUIR)  rates as a 90%+ passage for CHS, STS, and BT with both ladders operational		13619	626	9	101
603	Walla19(obstruction)				Nursery Bridge obstruction	E.P. rates as a 20% low-flow blockage.  Shaped by Walla Walla near Touche FlwLow pattern.  Brian  Mahoney (CTUIR)  rates as a 90%+ passage for CHS, STS, and BT with both ladders operational		13619	627	9	102
604	Walla19(obstruction)				Nursery Bridge obstruction	E.P. rates as a 20% low-flow blockage.  Shaped by Walla Walla near Touche FlwLow pattern.  Brian  Mahoney (CTUIR)  rates as a 90%+ passage for CHS, STS, and BT with both ladders operational		13619	628	9	141
605	Walla19(obstruction)				Nursery Bridge obstruction	E.P. rates as a 20% low-flow blockage.  Shaped by Walla Walla near Touche FlwLow pattern.  Brian  Mahoney (CTUIR)  rates as a 90%+ passage for CHS, STS, and BT with both ladders operational		13619	629	9	142
606	Walla19(obstruction)				Nursery Bridge obstruction	E.P. rates as a 20% low-flow blockage.  Shaped by Walla Walla near Touche FlwLow pattern.  Brian  Mahoney (CTUIR)  rates as a 90%+ passage for CHS, STS, and BT with both ladders operational		13619	630	9	162
607	Walla21(dam)				Little WW Diversion Dam ID # 50210	E.P. rates as a negligible barrier for adult salmonids.	2	13620	631	1	31
608	Walla21(dam)				Little WW Diversion Dam ID # 50210	E.P. rates as a negligible barrier for adult salmonids.	2	13620	632	1	5
609	Walla21(dam)				Little WW Diversion Dam ID # 50210	E.P. rates as a negligible barrier for adult salmonids.	2	13620	633	1	61
610	Walla21(dam)				Little WW Diversion Dam ID # 50210	E.P. rates as a negligible barrier for adult salmonids.	2	13620	634	1	101
611	Walla21(dam)				Little WW Diversion Dam ID # 50210	E.P. rates as a negligible barrier for adult salmonids.	2	13620	635	1	162
612	Walla21(dam)				Little WW Diversion Dam ID # 50210	E.P. rates as a negligible barrier for adult salmonids.	2	13620	636	9	31
613	Walla21(dam)				Little WW Diversion Dam ID # 50210	E.P. rates as a negligible barrier for adult salmonids.	2	13620	637	9	32
614	Walla21(dam)				Little WW Diversion Dam ID # 50210	E.P. rates as a negligible barrier for adult salmonids.	2	13620	638	9	61
615	Walla21(dam)				Little WW Diversion Dam ID # 50210	E.P. rates as a negligible barrier for adult salmonids.	2	13620	639	9	62
616	Walla21(dam)				Little WW Diversion Dam ID # 50210	E.P. rates as a negligible barrier for adult salmonids.	2	13620	640	9	101
617	Walla21(dam)				Little WW Diversion Dam ID # 50210	E.P. rates as a negligible barrier for adult salmonids.	2	13620	641	9	102
618	Walla21(dam)				Little WW Diversion Dam ID # 50210	E.P. rates as a negligible barrier for adult salmonids.	2	13620	642	9	141
619	Walla21(dam)				Little WW Diversion Dam ID # 50210	E.P. rates as a negligible barrier for adult salmonids.	2	13620	643	9	142
620	Walla21(dam)				Little WW Diversion Dam ID # 50210	E.P. rates as a negligible barrier for adult salmonids.	2	13620	644	9	162
635	Yellowhawk6A(dam)				Garrison/Yellowhawk Diversion Dam	G.M. rates as a 5% low-flow blockage for steelhead and a 10% low-flow blockage for chinook.	4	13618	659	9	31
636	Yellowhawk6A(dam)				Garrison/Yellowhawk Diversion Dam	G.M. rates as a 5% low-flow blockage for steelhead and a 10% low-flow blockage for chinook.	4	13618	660	9	32
637	Yellowhawk6A(dam)				Garrison/Yellowhawk Diversion Dam	G.M. rates as a 5% low-flow blockage for steelhead and a 10% low-flow blockage for chinook.	4	13618	661	9	61
638	Yellowhawk6A(dam)				Garrison/Yellowhawk Diversion Dam	G.M. rates as a 5% low-flow blockage for steelhead and a 10% low-flow blockage for chinook.	4	13618	662	9	62
639	Yellowhawk6A(dam)				Garrison/Yellowhawk Diversion Dam	G.M. rates as a 5% low-flow blockage for steelhead and a 10% low-flow blockage for chinook.	4	13618	663	9	101
640	Yellowhawk6A(dam)				Garrison/Yellowhawk Diversion Dam	G.M. rates as a 5% low-flow blockage for steelhead and a 10% low-flow blockage for chinook.	4	13618	664	9	102
641	Yellowhawk6A(dam)				Garrison/Yellowhawk Diversion Dam	G.M. rates as a 5% low-flow blockage for steelhead and a 10% low-flow blockage for chinook.	4	13618	665	9	141
642	Yellowhawk6A(dam)				Garrison/Yellowhawk Diversion Dam	G.M. rates as a 5% low-flow blockage for steelhead and a 10% low-flow blockage for chinook.	4	13618	666	9	142
643	Yellowhawk6A(dam)				Garrison/Yellowhawk Diversion Dam	G.M. rates as a 5% low-flow blockage for steelhead and a 10% low-flow blockage for chinook.	4	13618	667	9	162
644	Yellowhawk6A(dam)				Garrison/Yellowhawk Diversion Dam	G.M. rates as a 5% low-flow blockage for steelhead and a 10% low-flow blockage for chinook.	4	13618	668	1	31
645	Yellowhawk6A(dam)				Garrison/Yellowhawk Diversion Dam	G.M. rates as a 5% low-flow blockage for steelhead and a 10% low-flow blockage for chinook.	4	13618	669	1	5
646	Yellowhawk6A(dam)				Garrison/Yellowhawk Diversion Dam	G.M. rates as a 5% low-flow blockage for steelhead and a 10% low-flow blockage for chinook.	4	13618	670	1	61
647	Yellowhawk6A(dam)				Garrison/Yellowhawk Diversion Dam	G.M. rates as a 5% low-flow blockage for steelhead and a 10% low-flow blockage for chinook.	4	13618	671	1	101
648	Yellowhawk6A(dam)				Garrison/Yellowhawk Diversion Dam	G.M. rates as a 5% low-flow blockage for steelhead and a 10% low-flow blockage for chinook.	4	13618	672	1	162
649	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	E.P. rates as a 50% low-flow bloackage.  Shaped with Walla Walla FlwLow pattern.	1	13540	710	9	31
650	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	E.P. rates as a 50% low-flow bloackage.  Shaped with Walla Walla FlwLow pattern.	1	13540	711	9	32
651	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	E.P. rates as a 50% low-flow bloackage.  Shaped with Walla Walla FlwLow pattern.	1	13540	712	9	61
652	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	E.P. rates as a 50% low-flow bloackage.  Shaped with Walla Walla FlwLow pattern.	1	13540	713	9	62
653	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	E.P. rates as a 50% low-flow bloackage.  Shaped with Walla Walla FlwLow pattern.	1	13540	714	9	101
654	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	E.P. rates as a 50% low-flow bloackage.  Shaped with Walla Walla FlwLow pattern.	1	13540	715	9	102
655	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	E.P. rates as a 50% low-flow bloackage.  Shaped with Walla Walla FlwLow pattern.	1	13540	716	9	141
656	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	E.P. rates as a 50% low-flow bloackage.  Shaped with Walla Walla FlwLow pattern.	1	13540	717	9	142
657	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	E.P. rates as a 50% low-flow bloackage.  Shaped with Walla Walla FlwLow pattern.	1	13540	718	9	162
658	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	E.P. rates as a 50% low-flow bloackage.  Shaped with Walla Walla FlwLow pattern.	1	13540	719	1	31
659	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	E.P. rates as a 50% low-flow bloackage.  Shaped with Walla Walla FlwLow pattern.	1	13540	720	1	5
660	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	E.P. rates as a 50% low-flow bloackage.  Shaped with Walla Walla FlwLow pattern.	1	13540	721	1	61
661	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	E.P. rates as a 50% low-flow bloackage.  Shaped with Walla Walla FlwLow pattern.	1	13540	722	1	101
662	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	E.P. rates as a 50% low-flow bloackage.  Shaped with Walla Walla FlwLow pattern.	1	13540	723	1	162
663	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	Little local knowledge of this waterfall - it comes from 1960 survey data from StreamNet. Steelhead have been found upstream from this location during winter months, so it was assumed that this is only a blockage barrier during low-flow periods.  Assumed maximum impedance = 50% and that impedance is associated with low flows.  Shaped impedance with Walla Walla mianstem FlwLow pattern.	1	13537	724	1	31
664	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	Little local knowledge of this waterfall - it comes from 1960 survey data from StreamNet. Steelhead have been found upstream from this location during winter months, so it was assumed that this is only a blockage barrier during low-flow periods.  Assumed maximum impedance = 50% and that impedance is associated with low flows.  Shaped impedance with Walla Walla mianstem FlwLow pattern.	1	13537	725	1	5
665	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	Little local knowledge of this waterfall - it comes from 1960 survey data from StreamNet. Steelhead have been found upstream from this location during winter months, so it was assumed that this is only a blockage barrier during low-flow periods.  Assumed maximum impedance = 50% and that impedance is associated with low flows.  Shaped impedance with Walla Walla mianstem FlwLow pattern.	1	13537	726	1	61
666	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	Little local knowledge of this waterfall - it comes from 1960 survey data from StreamNet. Steelhead have been found upstream from this location during winter months, so it was assumed that this is only a blockage barrier during low-flow periods.  Assumed maximum impedance = 50% and that impedance is associated with low flows.  Shaped impedance with Walla Walla mianstem FlwLow pattern.	1	13537	727	1	101
667	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	Little local knowledge of this waterfall - it comes from 1960 survey data from StreamNet. Steelhead have been found upstream from this location during winter months, so it was assumed that this is only a blockage barrier during low-flow periods.  Assumed maximum impedance = 50% and that impedance is associated with low flows.  Shaped impedance with Walla Walla mianstem FlwLow pattern.	1	13537	728	1	162
668	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	Little local knowledge of this waterfall - it comes from 1960 survey data from StreamNet. Steelhead have been found upstream from this location during winter months, so it was assumed that this is only a blockage barrier during low-flow periods.  Assumed maximum impedance = 50% and that impedance is associated with low flows.  Shaped impedance with Walla Walla mianstem FlwLow pattern.	1	13537	729	9	31
669	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	Little local knowledge of this waterfall - it comes from 1960 survey data from StreamNet. Steelhead have been found upstream from this location during winter months, so it was assumed that this is only a blockage barrier during low-flow periods.  Assumed maximum impedance = 50% and that impedance is associated with low flows.  Shaped impedance with Walla Walla mianstem FlwLow pattern.	1	13537	730	9	32
670	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	Little local knowledge of this waterfall - it comes from 1960 survey data from StreamNet. Steelhead have been found upstream from this location during winter months, so it was assumed that this is only a blockage barrier during low-flow periods.  Assumed maximum impedance = 50% and that impedance is associated with low flows.  Shaped impedance with Walla Walla mianstem FlwLow pattern.	1	13537	731	9	61
671	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	Little local knowledge of this waterfall - it comes from 1960 survey data from StreamNet. Steelhead have been found upstream from this location during winter months, so it was assumed that this is only a blockage barrier during low-flow periods.  Assumed maximum impedance = 50% and that impedance is associated with low flows.  Shaped impedance with Walla Walla mianstem FlwLow pattern.	1	13537	732	9	62
672	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	Little local knowledge of this waterfall - it comes from 1960 survey data from StreamNet. Steelhead have been found upstream from this location during winter months, so it was assumed that this is only a blockage barrier during low-flow periods.  Assumed maximum impedance = 50% and that impedance is associated with low flows.  Shaped impedance with Walla Walla mianstem FlwLow pattern.	1	13537	733	9	101
673	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	Little local knowledge of this waterfall - it comes from 1960 survey data from StreamNet. Steelhead have been found upstream from this location during winter months, so it was assumed that this is only a blockage barrier during low-flow periods.  Assumed maximum impedance = 50% and that impedance is associated with low flows.  Shaped impedance with Walla Walla mianstem FlwLow pattern.	1	13537	734	9	102
674	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	Little local knowledge of this waterfall - it comes from 1960 survey data from StreamNet. Steelhead have been found upstream from this location during winter months, so it was assumed that this is only a blockage barrier during low-flow periods.  Assumed maximum impedance = 50% and that impedance is associated with low flows.  Shaped impedance with Walla Walla mianstem FlwLow pattern.	1	13537	735	9	141
675	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	Little local knowledge of this waterfall - it comes from 1960 survey data from StreamNet. Steelhead have been found upstream from this location during winter months, so it was assumed that this is only a blockage barrier during low-flow periods.  Assumed maximum impedance = 50% and that impedance is associated with low flows.  Shaped impedance with Walla Walla mianstem FlwLow pattern.	1	13537	736	9	142
676	Birch2(waterfall)				Waterfall just inside Section 18 StreamNet #50214	Little local knowledge of this waterfall - it comes from 1960 survey data from StreamNet. Steelhead have been found upstream from this location during winter months, so it was assumed that this is only a blockage barrier during low-flow periods.  Assumed maximum impedance = 50% and that impedance is associated with low flows.  Shaped impedance with Walla Walla mianstem FlwLow pattern.	1	13537	737	9	162
677	Dry3A(culvert)				Obstruction: Cement box culvert just upstream of Sapolil.	Assumed 10% blockage under all flows.	3	13597	738	1	31
678	Dry3A(culvert)				Obstruction: Cement box culvert just upstream of Sapolil.	Assumed 10% blockage under all flows.	3	13597	739	1	5
679	Dry3A(culvert)				Obstruction: Cement box culvert just upstream of Sapolil.	Assumed 10% blockage under all flows.	3	13597	740	1	61
680	Dry3A(culvert)				Obstruction: Cement box culvert just upstream of Sapolil.	Assumed 10% blockage under all flows.	3	13597	741	1	101
681	Dry3A(culvert)				Obstruction: Cement box culvert just upstream of Sapolil.	Assumed 10% blockage under all flows.	3	13597	742	1	162
682	Dry3A(culvert)				Obstruction: Cement box culvert just upstream of Sapolil.	Assumed 10% blockage under all flows.	3	13597	743	9	31
683	Dry3A(culvert)				Obstruction: Cement box culvert just upstream of Sapolil.	Assumed 10% blockage under all flows.	3	13597	744	9	32
684	Dry3A(culvert)				Obstruction: Cement box culvert just upstream of Sapolil.	Assumed 10% blockage under all flows.	3	13597	745	9	61
685	Dry3A(culvert)				Obstruction: Cement box culvert just upstream of Sapolil.	Assumed 10% blockage under all flows.	3	13597	746	9	62
686	Dry3A(culvert)				Obstruction: Cement box culvert just upstream of Sapolil.	Assumed 10% blockage under all flows.	3	13597	747	9	101
687	Dry3A(culvert)				Obstruction: Cement box culvert just upstream of Sapolil.	Assumed 10% blockage under all flows.	3	13597	748	9	102
688	Dry3A(culvert)				Obstruction: Cement box culvert just upstream of Sapolil.	Assumed 10% blockage under all flows.	3	13597	749	9	141
689	Dry3A(culvert)				Obstruction: Cement box culvert just upstream of Sapolil.	Assumed 10% blockage under all flows.	3	13597	750	9	142
690	Dry3A(culvert)				Obstruction: Cement box culvert just upstream of Sapolil.	Assumed 10% blockage under all flows.	3	13597	751	9	162
691	Garrison1A (Larch St Dam)				Garrison (Larch and Lions ponds)	G.M. estimates continuous 95% blockage.	2	13608	752	9	31
692	Garrison1A (Larch St Dam)				Garrison (Larch and Lions ponds)	G.M. estimates continuous 95% blockage.	2	13608	753	9	32
693	Garrison1A (Larch St Dam)				Garrison (Larch and Lions ponds)	G.M. estimates continuous 95% blockage.	2	13608	754	9	61
694	Garrison1A (Larch St Dam)				Garrison (Larch and Lions ponds)	G.M. estimates continuous 95% blockage.	2	13608	755	9	62
695	Garrison1A (Larch St Dam)				Garrison (Larch and Lions ponds)	G.M. estimates continuous 95% blockage.	2	13608	756	9	101
696	Garrison1A (Larch St Dam)				Garrison (Larch and Lions ponds)	G.M. estimates continuous 95% blockage.	2	13608	757	9	102
697	Garrison1A (Larch St Dam)				Garrison (Larch and Lions ponds)	G.M. estimates continuous 95% blockage.	2	13608	758	9	141
698	Garrison1A (Larch St Dam)				Garrison (Larch and Lions ponds)	G.M. estimates continuous 95% blockage.	2	13608	759	9	142
699	Garrison1A (Larch St Dam)				Garrison (Larch and Lions ponds)	G.M. estimates continuous 95% blockage.	2	13608	760	9	162
700	Millcrekk12A(Kooskooskie Dam)				Kooskooskie Dam	G.M. estimates no blockage for steelhead and a 10% low-flow blockage for spring chinook.  Shaped chinook impedance with Mill Creek FlwLow pattern.	2	13607	761	1	31
701	Millcrekk12A(Kooskooskie Dam)				Kooskooskie Dam	G.M. estimates no blockage for steelhead and a 10% low-flow blockage for spring chinook.  Shaped chinook impedance with Mill Creek FlwLow pattern.	2	13607	762	1	5
702	Millcrekk12A(Kooskooskie Dam)				Kooskooskie Dam	G.M. estimates no blockage for steelhead and a 10% low-flow blockage for spring chinook.  Shaped chinook impedance with Mill Creek FlwLow pattern.	2	13607	763	1	61
703	Millcrekk12A(Kooskooskie Dam)				Kooskooskie Dam	G.M. estimates no blockage for steelhead and a 10% low-flow blockage for spring chinook.  Shaped chinook impedance with Mill Creek FlwLow pattern.	2	13607	764	1	101
704	Millcrekk12A(Kooskooskie Dam)				Kooskooskie Dam	G.M. estimates no blockage for steelhead and a 10% low-flow blockage for spring chinook.  Shaped chinook impedance with Mill Creek FlwLow pattern.	2	13607	765	1	162
705	Pine6(dam)				Bevans and Young Irrigation Dam (StreamNet #50190)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13589	766	1	31
706	Pine6(dam)				Bevans and Young Irrigation Dam (StreamNet #50190)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13589	767	1	5
707	Pine6(dam)				Bevans and Young Irrigation Dam (StreamNet #50190)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13589	768	1	61
708	Pine6(dam)				Bevans and Young Irrigation Dam (StreamNet #50190)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13589	769	1	101
709	Pine6(dam)				Bevans and Young Irrigation Dam (StreamNet #50190)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13589	770	1	162
710	Pine6(dam)				Bevans and Young Irrigation Dam (StreamNet #50190)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13589	771	9	31
711	Pine6(dam)				Bevans and Young Irrigation Dam (StreamNet #50190)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13589	772	9	32
712	Pine6(dam)				Bevans and Young Irrigation Dam (StreamNet #50190)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13589	773	9	61
713	Pine6(dam)				Bevans and Young Irrigation Dam (StreamNet #50190)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13589	774	9	62
714	Pine6(dam)				Bevans and Young Irrigation Dam (StreamNet #50190)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13589	775	9	101
715	Pine6(dam)				Bevans and Young Irrigation Dam (StreamNet #50190)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13589	776	9	102
716	Pine6(dam)				Bevans and Young Irrigation Dam (StreamNet #50190)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13589	777	9	141
717	Pine6(dam)				Bevans and Young Irrigation Dam (StreamNet #50190)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13589	778	9	142
718	Pine6(dam)				Bevans and Young Irrigation Dam (StreamNet #50190)	Assumed to allow full passage.  Local knowledge of this barrier and its passage allowance does not exist - it was entered into the reach structure at the request of Oregon TOAST which found it cited in Streamnet (from a 1960 survey).	4	13589	779	9	162
719	Russell3A(dam)				Obstruction: CCC Dam, complete obstruction.	G.M. rates as a total barrier at all flows.	2	13617	780	9	31
720	Russell3A(dam)				Obstruction: CCC Dam, complete obstruction.	G.M. rates as a total barrier at all flows.	2	13617	781	9	32
721	Russell3A(dam)				Obstruction: CCC Dam, complete obstruction.	G.M. rates as a total barrier at all flows.	2	13617	782	9	61
722	Russell3A(dam)				Obstruction: CCC Dam, complete obstruction.	G.M. rates as a total barrier at all flows.	2	13617	783	9	62
723	Russell3A(dam)				Obstruction: CCC Dam, complete obstruction.	G.M. rates as a total barrier at all flows.	2	13617	784	9	101
724	Russell3A(dam)				Obstruction: CCC Dam, complete obstruction.	G.M. rates as a total barrier at all flows.	2	13617	785	9	102
725	Russell3A(dam)				Obstruction: CCC Dam, complete obstruction.	G.M. rates as a total barrier at all flows.	2	13617	786	9	141
726	Russell3A(dam)				Obstruction: CCC Dam, complete obstruction.	G.M. rates as a total barrier at all flows.	2	13617	787	9	142
727	Russell3A(dam)				Obstruction: CCC Dam, complete obstruction.	G.M. rates as a total barrier at all flows.	2	13617	788	9	162
728	Titus1A(culvert)				Obstruction, perched culvert at mouth of Titus Cr	G.M. rates as a total barrier at all flows.	3	13604	789	9	31
729	Titus1A(culvert)				Obstruction, perched culvert at mouth of Titus Cr	G.M. rates as a total barrier at all flows.	3	13604	790	9	32
730	Titus1A(culvert)				Obstruction, perched culvert at mouth of Titus Cr	G.M. rates as a total barrier at all flows.	3	13604	791	9	61
731	Titus1A(culvert)				Obstruction, perched culvert at mouth of Titus Cr	G.M. rates as a total barrier at all flows.	3	13604	792	9	62
732	Titus1A(culvert)				Obstruction, perched culvert at mouth of Titus Cr	G.M. rates as a total barrier at all flows.	3	13604	793	9	101
733	Titus1A(culvert)				Obstruction, perched culvert at mouth of Titus Cr	G.M. rates as a total barrier at all flows.	3	13604	794	9	102
734	Titus1A(culvert)				Obstruction, perched culvert at mouth of Titus Cr	G.M. rates as a total barrier at all flows.	3	13604	795	9	141
735	Titus1A(culvert)				Obstruction, perched culvert at mouth of Titus Cr	G.M. rates as a total barrier at all flows.	3	13604	796	9	142
736	Titus1A(culvert)				Obstruction, perched culvert at mouth of Titus Cr	G.M. rates as a total barrier at all flows.	3	13604	797	9	162
737	Touche5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13585	798	9	31
738	Touche5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13585	799	9	32
739	Touche5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13585	800	9	61
740	Touche5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13585	801	9	62
741	Touche5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13585	802	9	101
742	Touche5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13585	803	9	102
743	Touche5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13585	804	9	141
744	Touche5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13585	805	9	142
745	Touche5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13585	806	9	162
746	Touchet5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13546	807	9	31
747	Touchet5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13546	808	9	32
748	Touchet5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13546	809	9	61
749	Touchet5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13546	810	9	62
750	Touchet5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13546	811	9	101
751	Touchet5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13546	812	9	102
752	Touchet5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13546	813	9	141
753	Touchet5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13546	814	9	142
754	Touchet5A (falls)				Obstruction: Falls just below Bolles Bridge.	G.M. rates as a 10% low-flow blockage of steelhead passage and a 20% low-flow blockage of chinook passage.  Impedance shaped by Touche at Touche FlwLow pattern.	1	13546	815	9	162
755	Whiskey1A (culvert)				NOTE: misnamed: this is actually a waterfall.	G.M. rates as an 80% barrier under all flows.	1	13586	816	1	31
756	Whiskey1A (culvert)				NOTE: misnamed: this is actually a waterfall.	G.M. rates as an 80% barrier under all flows.	1	13586	817	1	5
757	Whiskey1A (culvert)				NOTE: misnamed: this is actually a waterfall.	G.M. rates as an 80% barrier under all flows.	1	13586	818	1	61
758	Whiskey1A (culvert)				NOTE: misnamed: this is actually a waterfall.	G.M. rates as an 80% barrier under all flows.	1	13586	819	1	101
759	Whiskey1A (culvert)				NOTE: misnamed: this is actually a waterfall.	G.M. rates as an 80% barrier under all flows.	1	13586	820	1	162
760	Whiskey1A (culvert)				NOTE: misnamed: this is actually a waterfall.	G.M. rates as an 80% barrier under all flows.	1	13586	821	9	31
761	Whiskey1A (culvert)				NOTE: misnamed: this is actually a waterfall.	G.M. rates as an 80% barrier under all flows.	1	13586	822	9	32
762	Whiskey1A (culvert)				NOTE: misnamed: this is actually a waterfall.	G.M. rates as an 80% barrier under all flows.	1	13586	823	9	61
763	Whiskey1A (culvert)				NOTE: misnamed: this is actually a waterfall.	G.M. rates as an 80% barrier under all flows.	1	13586	824	9	62
764	Whiskey1A (culvert)				NOTE: misnamed: this is actually a waterfall.	G.M. rates as an 80% barrier under all flows.	1	13586	825	9	101
765	Whiskey1A (culvert)				NOTE: misnamed: this is actually a waterfall.	G.M. rates as an 80% barrier under all flows.	1	13586	826	9	102
766	Whiskey1A (culvert)				NOTE: misnamed: this is actually a waterfall.	G.M. rates as an 80% barrier under all flows.	1	13586	827	9	141
767	Whiskey1A (culvert)				NOTE: misnamed: this is actually a waterfall.	G.M. rates as an 80% barrier under all flows.	1	13586	828	9	142
768	Whiskey1A (culvert)				NOTE: misnamed: this is actually a waterfall.	G.M. rates as an 80% barrier under all flows.	1	13586	829	9	162
769	Whiskey1A(culvert)				NOTE: this is misnamed.  It is actually a waterfall.	G.M. rates as an 80% blockage under all flows	1	13547	830	9	31
770	Whiskey1A(culvert)				NOTE: this is misnamed.  It is actually a waterfall.	G.M. rates as an 80% blockage under all flows	1	13547	831	9	32
771	Whiskey1A(culvert)				NOTE: this is misnamed.  It is actually a waterfall.	G.M. rates as an 80% blockage under all flows	1	13547	832	9	61
772	Whiskey1A(culvert)				NOTE: this is misnamed.  It is actually a waterfall.	G.M. rates as an 80% blockage under all flows	1	13547	833	9	62
773	Whiskey1A(culvert)				NOTE: this is misnamed.  It is actually a waterfall.	G.M. rates as an 80% blockage under all flows	1	13547	834	9	101
774	Whiskey1A(culvert)				NOTE: this is misnamed.  It is actually a waterfall.	G.M. rates as an 80% blockage under all flows	1	13547	835	9	102
775	Whiskey1A(culvert)				NOTE: this is misnamed.  It is actually a waterfall.	G.M. rates as an 80% blockage under all flows	1	13547	836	9	141
776	Whiskey1A(culvert)				NOTE: this is misnamed.  It is actually a waterfall.	G.M. rates as an 80% blockage under all flows	1	13547	837	9	142
777	Whiskey1A(culvert)				NOTE: this is misnamed.  It is actually a waterfall.	G.M. rates as an 80% blockage under all flows	1	13547	838	9	162
778	Whiskey1A(culvert)				NOTE: this is misnamed.  It is actually a waterfall.	G.M. rates as an 80% blockage under all flows	1	13547	839	1	31
779	Whiskey1A(culvert)				NOTE: this is misnamed.  It is actually a waterfall.	G.M. rates as an 80% blockage under all flows	1	13547	840	1	5
780	Whiskey1A(culvert)				NOTE: this is misnamed.  It is actually a waterfall.	G.M. rates as an 80% blockage under all flows	1	13547	841	1	61
781	Whiskey1A(culvert)				NOTE: this is misnamed.  It is actually a waterfall.	G.M. rates as an 80% blockage under all flows	1	13547	842	1	101
782	Whiskey1A(culvert)				NOTE: this is misnamed.  It is actually a waterfall.	G.M. rates as an 80% blockage under all flows	1	13547	843	1	162
783	Millcreek9A(Bennington Dam)				Obstruction, Bennington Diversion Dam	G.M. rates as a continuous 80% blockage for steelhead and a continuous 90% blockage for chinook.  CTUIR data shows relatively good passage for Chinook and steelhead: >50%.  Ben Tice video monitoring shows greater efficiency, perhaps 75%		13606	845	1	31
784	Millcreek9A(Bennington Dam)				Obstruction, Bennington Diversion Dam	G.M. rates as a continuous 80% blockage for steelhead and a continuous 90% blockage for chinook.  CTUIR data shows relatively good passage for Chinook and steelhead: >50%.  Ben Tice video monitoring shows greater efficiency, perhaps 75%		13606	846	1	5
785	Millcreek9A(Bennington Dam)				Obstruction, Bennington Diversion Dam	G.M. rates as a continuous 80% blockage for steelhead and a continuous 90% blockage for chinook.  CTUIR data shows relatively good passage for Chinook and steelhead: >50%.  Ben Tice video monitoring shows greater efficiency, perhaps 75%		13606	847	1	61
786	Millcreek9A(Bennington Dam)				Obstruction, Bennington Diversion Dam	G.M. rates as a continuous 80% blockage for steelhead and a continuous 90% blockage for chinook.  CTUIR data shows relatively good passage for Chinook and steelhead: >50%.  Ben Tice video monitoring shows greater efficiency, perhaps 75%		13606	848	1	101
787	Millcreek9A(Bennington Dam)				Obstruction, Bennington Diversion Dam	G.M. rates as a continuous 80% blockage for steelhead and a continuous 90% blockage for chinook.  CTUIR data shows relatively good passage for Chinook and steelhead: >50%.  Ben Tice video monitoring shows greater efficiency, perhaps 75%		13606	849	1	162
788	Walla11A(Burlinggame Diversion)				Obstruction: Burlinggame Diversion, partial obstruction.	G.M. rates as a 10% low-flow blockage of steelhead and a 20% low-flow blockage of chinook.  Impedance shaped by FlwLow for Walla Walla.  CTUIR data shows considerable sucessful passage for STS and Chinook.		13613	850	1	31
789	Walla11A(Burlinggame Diversion)				Obstruction: Burlinggame Diversion, partial obstruction.	G.M. rates as a 10% low-flow blockage of steelhead and a 20% low-flow blockage of chinook.  Impedance shaped by FlwLow for Walla Walla.  CTUIR data shows considerable sucessful passage for STS and Chinook.		13613	851	1	5
790	Walla11A(Burlinggame Diversion)				Obstruction: Burlinggame Diversion, partial obstruction.	G.M. rates as a 10% low-flow blockage of steelhead and a 20% low-flow blockage of chinook.  Impedance shaped by FlwLow for Walla Walla.  CTUIR data shows considerable sucessful passage for STS and Chinook.		13613	852	1	61
791	Walla11A(Burlinggame Diversion)				Obstruction: Burlinggame Diversion, partial obstruction.	G.M. rates as a 10% low-flow blockage of steelhead and a 20% low-flow blockage of chinook.  Impedance shaped by FlwLow for Walla Walla.  CTUIR data shows considerable sucessful passage for STS and Chinook.		13613	853	1	101
792	Walla11A(Burlinggame Diversion)				Obstruction: Burlinggame Diversion, partial obstruction.	G.M. rates as a 10% low-flow blockage of steelhead and a 20% low-flow blockage of chinook.  Impedance shaped by FlwLow for Walla Walla.  CTUIR data shows considerable sucessful passage for STS and Chinook.		13613	854	1	162
793	Walla19(obstruction)				Nursery Bridge obstruction	E.P. rates as a 20% low-flow blockage.  Shaped by Walla Walla near Touche FlwLow pattern.  Brian  Mahoney (CTUIR)  rates as a 90%+ passage for CHS, STS, and BT with both ladders operational		13619	855	1	31
794	Walla19(obstruction)				Nursery Bridge obstruction	E.P. rates as a 20% low-flow blockage.  Shaped by Walla Walla near Touche FlwLow pattern.  Brian  Mahoney (CTUIR)  rates as a 90%+ passage for CHS, STS, and BT with both ladders operational		13619	856	1	5
795	Walla19(obstruction)				Nursery Bridge obstruction	E.P. rates as a 20% low-flow blockage.  Shaped by Walla Walla near Touche FlwLow pattern.  Brian  Mahoney (CTUIR)  rates as a 90%+ passage for CHS, STS, and BT with both ladders operational		13619	857	1	61
796	Walla19(obstruction)				Nursery Bridge obstruction	E.P. rates as a 20% low-flow blockage.  Shaped by Walla Walla near Touche FlwLow pattern.  Brian  Mahoney (CTUIR)  rates as a 90%+ passage for CHS, STS, and BT with both ladders operational		13619	858	1	101
797	Walla19(obstruction)				Nursery Bridge obstruction	E.P. rates as a 20% low-flow blockage.  Shaped by Walla Walla near Touche FlwLow pattern.  Brian  Mahoney (CTUIR)  rates as a 90%+ passage for CHS, STS, and BT with both ladders operational		13619	859	1	162
798	ELittelWalla2A(obstructions)				obstruction:  that represents many barriers upstream to next break)	E.P. estinmates negliginle impact.		13614	860	1	31
799	ELittelWalla2A(obstructions)				obstruction:  that represents many barriers upstream to next break)	E.P. estinmates negliginle impact.		13614	861	1	5
800	ELittelWalla2A(obstructions)				obstruction:  that represents many barriers upstream to next break)	E.P. estinmates negliginle impact.		13614	862	1	61
801	ELittelWalla2A(obstructions)				obstruction:  that represents many barriers upstream to next break)	E.P. estinmates negliginle impact.		13614	863	1	101
802	ELittelWalla2A(obstructions)				obstruction:  that represents many barriers upstream to next break)	E.P. estinmates negliginle impact.		13614	864	1	162
