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1999-03-08_PERMIT FILE - M1999025
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1999-03-08_PERMIT FILE - M1999025
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Last modified
3/16/2021 11:16:46 AM
Creation date
11/26/2007 8:12:21 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999025
IBM Index Class Name
Permit File
Doc Date
3/8/1999
Doc Name
CONSTRUCTION MATERIALS REGULAR 112 OPERATION RECLAMATION PERMIT APPLICATION FORM
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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U DEPARTMENT OP ACRICVLTVRE PACE 2 OP 4 <br />N RESnURCES CONSERVATION SERVICE . • OB/17/98 <br /> <br />B~ote -- PHYSICAL PROPERTI EE OP SOILS <br />PHYSICAL PROPERTIEE OP SOILS <br />T report shows set imatee of some characterist ice and features [ha[ affect Boil behavior. These set imates <br />given for the major Jaye re of each soil in the survey area. The estimates are based on field oboe rvatione <br />on teat data for these and similar soils. <br />C ae a so it saps rate consists of mineral eo it part sties Chat are less than 0.002 millimeter in diameter. <br />I hie report, the set imated clay content of each major eo it layer ie given ae a percentage, by weight, of the <br />eo 1 material [hat Se less than 2 millimeters in diameter. The amount and kind of clay greatly affect the <br />fertility and phys Lcal condition of the soil. They determine the ability of the soil to adsorb cations and <br />t stain moisture. They influence shrink-swell potential, perms aD ility, plasticity, Che ease of soil <br />ereion, and other Boll properties. The amount and kind of clay in a Boil also affect tillage and <br />earthmovi ng operations. <br />M T BULR DENSITY ie Che weight of soil (ovendry) per unit volume. Volume Se measured when the aoil ie <br />a said moisture capacity, the moisture cone nt at 1/] bar moisture [ens ion. Weight is determined of car <br />drying [he soil a[ 105 degrees C. In Chie report. [he set ima[ed moist bulk density o£ each major sc it <br />h~zon ie exp re seed Sn grams per cubic centimeter of Boil material the[ Se less than 2 millimeters in <br />d star. Bulk dens icy data are used to compute shrink-swell potential, available water capacity, total <br />pore apace, and other soil properties. The mote[ bulk density of a soil indicates the pore apace available for <br />water and roots. A bulk de nasty of more Chan 1.6 can restrict water eto rage and root penetration. Moist <br />b~ density is influenced by texture, kind of clay, content of organic matter, and soil structure. <br />PERMEABILITY refers to the ability of a Boil [o [ra nemit water or air. The eat imaCes indicate the <br />r of downward movement of water when the soil ie ea[ura[e d. They are ba eed on soil characterie[ics <br />o rved in the field, particularly structure, porosity, and texture. Permeability ie coneide red in <br />t design of soil drainage systems, wept is tank absorption Eielde, and construction where the race of <br />water movement under saturated conditions affects behavior. <br />A~LABLE WATER CAPACITY ref ei9 to Che quantity of water that Che soil ie capable of storing for use by <br />p [e. The capacity fox water storage ie given in inches of water per Snch of soil Eor each major soil layer. <br />The capacity varies, depending on so it props roes chat affect the retention of water and [he depth of [he root <br />¢~ The moat important properties are [he content of organic metre r, soil texture, bulk density, and soil <br />e Cure. Available water capacity Se an important factor in the choice of plants or trope [o be grown and in <br />the design and management of irrigation systems. Available water capacity ie not an set imate of [he quantity of <br />water actually available to plants a[ any given time. <br />E ~NE-SwBLL POTENTIAL ie the potential Ear volume change in a soil with a lose or gain of moisture. Volume <br />change occurs mainly because of the interaction of clay minerals with water and varies with the amount and type <br />o lay mine role Sn the eo il. The size of the load on the Boll and the magnitude of the change in eo it moisture <br />cent influence the amount of swelling of soils in place. Laboratory meaeureme me of swelling of undisturbed <br />c e were made Eor many voile. Por others, swelling was estimated on the basis of the kind and amount of <br />clay minerals in Che Boil and on meaeuremente of similar soils. If [he shrink-swell potential ie rated moderate <br />[ ery high, shrinking and swelling can cause da mega to builds vge, roads, and other st ructuree. Special design <br />i ften needed. Shrink-swell potential classes are Daeed on the change in length of an unconfined clod ae <br />mo store Content Se Snczeaeed from air-dry to field capacity. The change ie based on the soil fraction lees <br />Chan 2 millimeters in diameter. She classes are •LOW,• a change of lees than ] percent; 'Moderate,' 3 to 6 <br />pent: and 'High,' more than 6 percent. 'Very high,' greater than 9 percent, ie sometimes used. <br /> <br /> <br /> <br />
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