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1982-03-18_REVISION - C1981013 (3)
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1982-03-18_REVISION - C1981013 (3)
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Last modified
12/7/2020 9:19:30 PM
Creation date
12/13/2012 10:12:39 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981013
IBM Index Class Name
REVISION
Doc Date
3/18/1982
Doc Name
CF& Is response to Concerns
From
CF & I Steel Corporation
To
MLRB
Type & Sequence
TR1
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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2 <br /> 3 . CF&I agrees to substitute the Ripariah seed mix <br /> suggested by Ms. Mowry of the Division of Mined Land <br /> Reclamation , pending availability of those species. If <br /> the recommended species are not available , CF&I will <br /> contact the Division to suggest suitable alternative <br /> species . The proposed species list follows: <br /> Rosana Western Wheatgrass 1 .5 lb/ac <br /> Oathe Intermediate Wheatgrass 1 .5 lb/ac <br /> Paloma Indian Wheatgrass 2 lb/ac <br /> Regan Meadow Brome 2 lb/ac <br /> Stream Bank Wheatgrass 2 lb/ac <br /> Timothy 1 lb/ac <br /> Small Burnet 1 lb/ac <br /> Lewis Flax 1 lb/ac <br /> Emerald Crownvetch 1 lb/ac <br /> Lantana Cicer Milkvetch 1 lb/ac <br /> Wood ' s Rose 1 lb/ac <br /> Sedge (plugs) 3-ft centers only <br /> along stream bank <br /> Potentilla (seedlings) 5-ft centers <br /> slightly above <br /> stream bank <br /> Willow Transplants (on site) 5-ft centers only <br /> along stream bank <br /> 4 . Backup plans to be implemented at the crossing in case <br /> of an unexpected delay would be to install the 9-ft <br /> diameter culvert extensions on the damaged upstream <br /> side of the existing crossing. The extentions would be <br /> riprapped , protected by concrete headwalls, or <br /> otherwise protected from damage due to flood events of <br /> the Purgatoire River . If CF&I repairs the existing <br /> system, it is highly unlikely that a bridge would ever <br /> be constructed to replace the repaired large culvert <br /> system. The other backup plan in case of an unexpected <br /> delay is to temporarily repair the crossing by <br /> riprapping the damaged slopes without putting in the 9- <br /> ft diameter culvert extensions and to postpone bridge <br /> construction until low water conditions can be expected <br /> in the fall . <br />
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