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2012-03-30_REVISION - M1987013 (3)
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2012-03-30_REVISION - M1987013 (3)
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Last modified
6/15/2021 5:58:27 PM
Creation date
4/2/2012 10:44:34 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1987013
IBM Index Class Name
REVISION
Doc Date
3/30/2012
Doc Name
New Conversion Application
From
Southway Construction Company, Inc.
To
DRMS
Type & Sequence
CN1
Email Name
SSS
RCO
Media Type
D
Archive
No
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Custom Sal Resource Report <br />Description of Luhon <br />Setting <br />Landform: Valley sides, alluvial fans <br />Down -slope shape: Linear <br />Across-slope shape' Linear <br />Parent material Al luvum <br />Properties and qualities <br />Slope: 1 to 3 percent <br />Depth to restrictive feature: More than 80 inches <br />Drainage class: WeN drained <br />Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high <br />(0.60 to 2.00 rnlhr) <br />Depth to water table: More than 80 inches <br />Frequency of flooding: None <br />Frequency of ponding: None <br />Calcium carbonate, maximum content: 30 percent <br />Gypsum, maximum content: 4 percent <br />Maximum salinity' Nonsaline to very slightly saline (2.0 to 4.0 mmhoslcm) <br />Sodium adsorption ratio, maximum: 5.0 <br />Available water capacity: High (about 10.3 inches) <br />Interpretive groups <br />Land capability classification (imgated): 3e <br />Land capability (nonirrigated): 6e <br />Ecological site: Limy Bench (R051XY276C0) <br />Typical profile <br />0 to 47 inches: Loam <br />47 to 60 inches: Sandy clay loam <br />TsE Travelers Garita complex, 5 to 25 percent slopes <br />Map Unit Setting <br />Elevation: 7,800 to 8,800 feet <br />Frost -free penod: 90 to 105 days <br />Map Unit Composition <br />Travelers and similar soils: 45 percent <br />Ganta and similar soils: 35 percent <br />Description of Travelers <br />Setting <br />Landform Mesas <br />Down-slope shape: Linear <br />Across-slope shape: Linear <br />Parent material Residuum weathered from basalt <br />Properties and qualities <br />Slope: 5 to 25 percent <br />13 <br />
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