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_PERMIT FILE - M2013026
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_PERMIT FILE - M2013026
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Entry Properties
Last modified
11/15/2020 4:01:03 PM
Creation date
5/8/2013 12:46:34 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2013026
IBM Index Class Name
Permit File
Doc Name
Other Applications
Media Type
D
Archive
No
Etiquetas
DRMS Re-OCR
Descripción:
Signifies Re-OCR Process Performed
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Colorado Cultural Resource Survey <br /> Management Data Form <br /> Continuation (page 6 of 7) <br /> State Site#: 5LK50.5.9 and 5LK50.23.36 <br /> Temporary #: N/A <br /> 43. Management Recommendations(Cont'd): <br /> 6LK50.9 - Segment 5LK50.9 should be avoided by all project imparts, including heavy vehicle use and <br /> upgrading. If avoidance is not possible, the areas that will be impacted should be photographically documented <br /> prior to disturbance. <br /> 5LK50.23 - Segment 51100.23 should be avoided by all project impacts, including heavy vehicle use and <br /> upgrading. If avoidance is not possible, the portion of the grade to be impacted should be photographically <br /> documented to Athearn's(1990)Level II standards prior to disturbance. <br /> 5LK60.24 - The western portion of segment 5LI{50.24, west of the road intersection on the east side of South <br /> Evans Creek,should be avoided by all project impacts, including heavy vehicle use and upgrading. If avoidance <br /> is not possible, the portion of the grade to be impacted should be photographically documented to Athearn's <br /> (1990) Level II standards prior to disturbance. East of the road intersection on the east side of South Evans <br /> Creek, the grade has seen some upgrading, so additional minor upgrading would not adversely impact the <br /> grade. If major upgrading which will seriously altar the appearance of the grade is necessary, the grade in this <br /> area should be photographically documented to Level 11 standards as well. <br /> 5LK50.26 - No further historical or archaeological work is recommended for 5LI(50.25. <br /> 6LK O.26 - Segment 5LK50.21 should be avoided by all project impacts, including heavy vehicle use and <br /> upgrading, If avoidance is not passible, the portion of the grade to be impacted should be photographically <br /> -documented to Athearn's(1990) bevel 11 standards prior to disturbance. <br /> 6LIC50.27-No further historical or archaeological work is recommended for 5IAV30,27. <br /> 6LK50.28 - Segment 5LIi50.28 should be avoided by all project impacts, including heavy vehicle use and <br /> upgrading. If avoidance is not possible, the portion of the grade to be impacted should be photographically <br /> documented to Athearn's(1990)Level II standards prior to disturbance. <br /> 5LK50.29- No further historical or archaeological work is recommended for 5LK50.2(9. <br /> 5LKCi0.30 - Segment 5LK50.30 should be avoided by all project impacts, including heavy vehicle use and <br /> upgrading. If avoidance is not passible, the portion of the grade to be impacted should be photographically <br /> documented to Athearn's(1990) Level II standards prior to disturbance. <br /> 5LIf50.3I - Segment 5I.K50.31 should be avoided by all project impacts, including heavy vehicle use and <br /> upgrading. If avoidance is not possible, the portion of the grade to be impacted should be photographically <br /> documented to Athearn's(1990)Level II standardh;prior to disturbance. <br /> 6LK50.32 -The visible portions of segment 5LK50.32 should be avoided by till project impacts, including heavy <br /> vehicle use, and upgrading. If avoidance is not possible, the portion of the grade to be impacted should be <br /> photographically documented to Athearn's(1990) Level II staandards prior to disturbance. <br /> 5LK50.33-No further historical or archaeological work is recommenced for 5LK50.33. <br /> 6LK50.34 Segment 5LK50,34 should be avoided by all project impacts, including heavy vehicle use anai <br /> upgrading. If avoidance is not passible, the portion of the grade to be impacted should txt photographically <br /> documented to Athearn's(1990) Level II stand ar(N prior to disturbance. <br />
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