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2022-03-25_REVISION - M1987026 (5)
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2022-03-25_REVISION - M1987026 (5)
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Last modified
3/29/2022 8:33:51 PM
Creation date
3/29/2022 8:02:13 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1987026
IBM Index Class Name
Revision
Doc Date
3/25/2022
Doc Name
Adequacy Review Response #2
From
Colorado Quarries, Inc
To
DRMS
Type & Sequence
CN1
Email Name
ECS
MAC
Media Type
D
Archive
No
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• Frequency of flooding: None <br /> • Frequency of ponding: None <br /> • Available water capacity: Moderate(about 6.3 inches) <br /> Interpretive groups <br /> • Land capability classification (irrigatedJ: 6c <br /> • Land capability classification (nonirrigatedJ: 6c <br /> • Hydrologic Soil Group:A <br /> • Ecological site: R048AY222C0 <br /> • Hydric soil rating: No <br /> Minor Components <br /> Silvercliff <br /> • Percent of map unit: 15 percent <br /> • Hydric soil rating: No <br /> 21—Norriston very cobblv sandv loam.2 to 6 percent sloqes <br /> Map Unit Setting <br /> • National map unit symbol:jqly <br /> • Elevation:7,900 to 8,600 feet <br /> • Mean annual precipitation: 16 to 20 inches <br /> • Mean annual air temperature:40 to 44 degrees F <br /> • Frost free period:55 to 75 days <br /> • Farmland classification: Not prime farmland <br /> Map Unit Composition <br /> • Norriston and similarsoils:80 percent <br /> • Minor components:20 percent <br /> • Estimates are based on observations, descriptions, and transects of the map unit. <br /> Description of Norriston <br /> Setting <br /> • Landform:Outwash terraces,outwash fans <br /> • Down-slope shape: Linear <br /> • Across-slope shape: Linear <br /> • Parent material:Glacial outwash <br /> Typical profile <br /> • H1 -0 to 11 inches:very cobbly sandy loam <br /> • H2-11 to 18 inches:extremely gravelly sandy loam <br /> • H3-18 to 34 inches:extremely gravelly loamy sand <br /> • H4-34 to 60 inches:extremely cobbly sand <br /> Properties and qualities <br /> • Slope:2 to 6 percent <br /> • Depth to restrictive feature: More than 80 inches <br /> • Drainage class:Well drained <br />
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