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PERMFILE61769
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PERMFILE61769
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Entry Properties
Last modified
8/24/2016 11:08:18 PM
Creation date
11/20/2007 7:17:43 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2006009
IBM Index Class Name
Permit File
Doc Date
1/30/2006
Doc Name
112 Reclamation Permit Application
From
Mesa Sandstone LLC
To
DMG
Media Type
D
Archive
No
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110.--ROMBERGCROSSCAN-ROCK OUTCROP COMPLEX, 25 TO 80 PERCENT SLOPES <br />SETTING Flooding: None <br />Landscape position: Canyons, hills, and structrral benches Runoff: Very High <br />Parent material: Kind - colluvium and residuum; source - Hazard of water erosion: severe <br />sandstone and shale Hazard of wind erosion: Slight <br />Native plan[ community: Pion and Juniper woodland Shrink-swell potential: Low <br />Elevation: 5 400 to8 800 feet <br />Mean annual temperature: 50 to 52 degrees F <br />Mean annual precipitation: 10 to 14 inches <br />Frost-free period:120 to 135 days <br />COMPoS7T/ON <br />Romberg soil and similar inclusions: 30 percent <br />Crosscan soil and similar inclusions: 30 percent <br />Rock outcrop: 20 percent <br />Contrasting inclusions: 15 percent <br />CHARACTERISTICS OFTHE ROMBERG SOIL <br />Landscape position: Carryons,hills, and structural benches <br />Slope range: 25 to 50 percem <br />Pazem material: Kind-colluvium; source--sandstone and <br />shale <br />TYPICAL PROFILE <br />0 to 2inches---dark brown very stony loam <br />2 to 20 inches--dark brown to light brown very stony clay <br />loam <br />20 to 60 inches--brown very stony clay loam <br />So¢ PROPERTIES <br />epth class: Very deep <br />Drainage class: Well drained <br />Permeability: Moderately slow <br />Available water capacity: Low <br />Potential rooting depth: 60 inches or more <br />Flooding: None <br />Runoff: Very high <br />Hazard of water erosion: Severe <br />Hazard of wind erosion: Slight <br />Shrink-swell potential: I,ow <br />CfIARACfERIST/CS OF THE CROSSCAN SOI L <br />Landscape position: Canyons and trills <br />Slope range: 25 to 80 percem <br />Parent material: Kind--colluvium and residuum; source--- <br />sandstone and shale <br />TFP/cAL PROFILE <br />0 to 2 inches--dark brown very bouldery sandy clay loam <br />2 to 9inches--light brown very gravelly clay loam <br />9 to 18 inches---variegated colors of very gravelly clay loam <br />18 inches---soft calcareous shale <br />SOIL PROPERTIES <br />Depth class: Shallow and very shallow <br />Drainage class: Well drained <br />Permeability: Slow <br />Available water capacity: Very low <br />Potential rooting depth: 6 to 20 inches <br />CHARACTERISTICS OFTHE ROC%OUTGROP <br />Landscape position: Canyons and hills Slope range: 25 - 80 <br />Parent material: Kind--residuum; source -sandstone and <br />shale <br />Rock outcrop consists of barren rock that occurs as ledges and <br />nearly vertical cliffs of sandstone. Rock outcrop also includes <br />areas where the depth to bedrock is less than 4 inches. <br />INCLUDED AREA <br />Contrasting Inclusions <br />Gapmesa soils on hills and mesas <br />Rizno soils on mesas and stmctural benches <br />Torriorthents on hills and canyons <br />Zigzag soils on ridges and knobs <br />Similar Inclusions <br />Soils that have fewer rock fragments on surface <br />Soils that nave hard bedrock <br />MA/OR USES <br />Wildlife habitat and livestock grazing <br />MAJORMANAGEMENT FACTORS <br />Rangeland Suitability: Very poor <br />Dominant vegetation in the potential plant community on ibis <br />unit: Utah juniper, pinioq mountain mahogany, Indian <br />ricegrass, galleta, western wheatgrass <br />Potential annual production of airi}ry vegetation on the <br />Romberg soil: 300 pounds per acre <br />Soil-related factors: Slope, depth, stones <br />Management considerations: <br />• Steep slopes limit livestock use to areas of less slope. <br />• Low available water capacity limits forage production. <br />• Surface stones limit equipment use. <br />CROPLAND <br />Suitability: Unsuited <br />Soil-related factors: Slope, stones <br />BUILDING SITE DEVELOPMENT <br />Suitability: Poor <br />Soil-related factors: Slope, permeability, depth <br />Management considerations: <br />• Depth to bedrock may limit excavations. <br />• The presence of shallow bedrock may adversely affect <br />septic systems. <br />• Steepness of slope will increase the hazard of erosion <br />and should be considered in construction. <br />• Slope may limit septic system design. <br />• The design of septic systems should consider the slow <br />permeability of the soil. <br />1HY1O0• - 24 - DA1011Y Appl NINOMARSN SANDSTONE <br />
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