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PERMFILE47530
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PERMFILE47530
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Entry Properties
Last modified
8/24/2016 10:49:33 PM
Creation date
11/20/2007 1:12:30 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M2000158
IBM Index Class Name
Permit File
Doc Date
12/21/2000
Doc Name
Original APPLICATION FOR A MINED LAND RECLAMATION BOARD CONSTRUCTION MATERIALS PERMIT
Media Type
D
Archive
No
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U.S. DEPARTMENi OF AGRICULTURE ~ AGE : OF 4 <br />NATURAL RESDUACES CONSERVATION SERVICE 04/26/00 <br />Endnote -- PHYSICAL PAOPERiiES OF SOILS <br />PHYSICAL PROPERTIES OF SOILS <br />this report shows estimates of some characteristics and features that affect soil behavior. these estimates <br />are given for the major layers of each soil in the survey area. The estimates are based on field observations <br />and on test data for these and similar sails. <br />CLAY as a soil separate consists of mineral soil Darticles that are less than 0.002 millimeter in diameter. <br />In this report, the estimated clay content of each major soil layer is oiven as a percentage, by weight, of the <br />soil material that is less than 2 millimeters in diameter. the amount and kind of clay greatly affect the <br />fertility and physical cmnditien of the soil. they determine the ability of the soil to adsorb cations and <br />to retain moisture. They influence shrink-swell potential, permeability, plasticity, the ease of soil <br />dispersion, and other soil properties. The amount and kind of clay in a soil also affect tillage and <br />earthmoving operations. <br />NOISi BULK DENSITY is the weight of soil (mvendry) per unit volume. Volume is measured when the sail is <br />3t field moisture capacity, the moisture content at 1/3 bar moisture tension. Weight is determined after <br />Trying the soil at l05 degrees C. In this report, the estimated moist bulk density of each major sail <br />iorizmn is expressed in grams per cubic centimeter of sail material that is less than 2 millimeters in <br />diameter. Bulk density data are used to compute shrink-swell potential, available water capacity, total <br />yore space, and other soil properties. The moist bulk density of a soil indicates the pore space available for <br />water and roots. A bulk density of more than l.6 can restrict water storage and ;oot per~etraticn. Moist <br />sulk density is influenced by texture, kind of clay, content of organic matter, and soil structure. <br />°ERMEABILIIY refers to the ability of a soil to transmit water or air. the estimates indicate the <br />•ate of downward movement of water when the sail is saturated. They are based an soil characteristics <br />observed in the field, particularly structure, porosity, and texture. Permeability is considered in <br />She design of soil drainage systems, septic tank absorption fields, and construction where [he rate of <br />rater movement under saturated conditions affects behavior. <br />IVAILABLE WATER CAPACIi'! refers to the quantity of water that the soil is capable of storing for use by <br />plants. the capacity for water storage is given in inches of water per inch of sail for each major soil layer. <br />fhe capacity varies, depending on soil properties that affect the retention of water and the depth of the root <br />!one. the most important properties are the content of organic matter, soil texture, bulk density, and sail <br />structure. Available water capacity is an important factor in the choice of plants or crops to be grown and in <br />the design and management of irrigation systems. Available water capacity is not an estimate of the quantity of <br />+a ter actually available to plants at any given time. <br />iHR]NK-SWELL POTENTIAL is the potential for volume change in a soil with a loss or gain of moisture. Volume <br />:hange occurs mainly because of the interaction of clay minerals xith rater and varies with the amount and type <br />~f clay minerals in the soil. The size of the load on the soil and the magnitude of the change in soil moisture <br />:ontent influence the amount of swelling of soils in place. Laboratory measurements of swelling of undisturbed <br />:lolls were made for many soils. far others, swelling was estimated on the basis of the kind and amount of <br />:lay minerals in the soil and on measurements of similar soils. If the shrink-swell potential is rated moderate <br />to very high, shrinking and swelling can cause damage to buildings, roads, and other structures. Special design <br />is often needed. Shrink-swell potential classes are based on the change in length of an unconfined clod as <br />ooisture content is increased from air-dry to field capacity. the change is based on the soil fraction less <br />;han 2 millimeters in diameter. the classes are "Law," a change of less than 3 percent; "Moderate," 3 to 6 <br />percent; and "High," more than b percent. "Very high," greater than 9 percent, is sometimes used. <br />
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