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| Status: Non-Cancelled |
| County: Grant, Wheeler |
| Basin: John Day |
| File Folder Location: Salem |
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| POD 1 - UNNAMED STREAM > DONNELY CREEK |
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| | Description |
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| | | T-R-S-QQ: 9.00S-26.00E-21-NW NW |
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| | | Location Description: NONE GIVEN | |
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| | POD Rate |
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| | ROAD CONSTRUCTION (Primary) |
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1/26/1998 | 0.009 | 0.001(est) | | | | | | 1/1 | 12/31 | 6000 GALLONS PER DAY |
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| POD 2 - NORTH FORK JOHN DAY RIVER > JOHN DAY RIVER |
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| | Description |
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| | | T-R-S-QQ: 9.00S-27.00E-2-NE NE |
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| | | Location Description: NONE GIVEN | |
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| | POD Rate |
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| | ROAD CONSTRUCTION (Primary) |
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1/26/1998 | 0.009 | 0.001(est) | | | | | | 1/1 | 12/31 | 6000 GALLONS PER DAY |
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| POD 3 - LONG HOLLOW CREEK > PINE HOLLOW |
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| | Description |
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| | | T-R-S-QQ: 9.00S-23.00E-32-NE NW |
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| | | Location Description: NONE GIVEN | |
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| | POD Rate |
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| | ROAD CONSTRUCTION (Primary) |
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1/26/1998 | 0.009 | 0.001(est) | | | | | | 1/1 | 12/31 | 6000 GALLONS PER DAY |
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| POD 4 - DIPPEN RIG CREEK > HORSESHOE CREEK |
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| | Description |
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| | | T-R-S-QQ: 9.00S-23.00E-11-NE NE |
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| | | Location Description: NONE GIVEN | |
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| | POD Rate |
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| | ROAD CONSTRUCTION (Primary) |
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1/26/1998 | 0.009 | 0.001(est) | | | | | | 1/1 | 12/31 | 6000 GALLONS PER DAY |
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| POD 5 - ROLLIN CANYON > JOHN DAY RIVER |
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| | Description |
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| | | T-R-S-QQ: 9.00S-25.00E-9-NE NE |
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| | | Location Description: NONE GIVEN | |
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| | POD Rate |
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| | ROAD CONSTRUCTION (Primary) |
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1/26/1998 | 0.009 | 0.001(est) | | | | | | 1/1 | 12/31 | 6000 GALLONS PER DAY |
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| POD 6 - UNNAMED STREAM > DONNELY CREEK |
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| | Description |
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| | | T-R-S-QQ: 9.00S-26.00E-30-NW SE |
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| | | Location Description: NONE GIVEN | |
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| | POD Rate |
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| | ROAD CONSTRUCTION (Primary) |
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| | | |
1/26/1998 | 0.009 | 0.001(est) | | | | | | 1/1 | 12/31 | 6000 GALLONS PER DAY |
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| POD 7 - NORTH FORK JOHN DAY RIVER > JOHN DAY RIVER |
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| | Description |
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| | | T-R-S-QQ: 9.00S-26.00E-30-SW NE |
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| | | Location Description: NONE GIVEN | |
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| | POD Rate |
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| | ROAD CONSTRUCTION (Primary) |
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1/26/1998 | 0.009 | 0.001(est) | | | | | | 1/1 | 12/31 | 6000 GALLONS PER DAY |
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| POD 8 - MULESHOE CREEK > JOHN DAY RIVER |
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| | Description |
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| | | T-R-S-QQ: 9.00S-25.00E-5-SE SE |
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| | | Location Description: NONE GIVEN | |
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| | POD Rate |
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| | ROAD CONSTRUCTION (Primary) |
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| | | |
1/26/1998 | 0.009 | 0.001(est) | | | | | | 1/1 | 12/31 | 6000 GALLONS PER DAY |
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