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_PERMIT FILE - M1997053 (36)
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_PERMIT FILE - M1997053 (36)
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Entry Properties
Last modified
2/26/2024 1:09:03 PM
Creation date
11/20/2007 6:02:08 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1997053
IBM Index Class Name
Permit File
Section_Exhibit Name
EXHIBIT I SOILS INFORMATION
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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U.S. DEPARTMENT OF AGRICULTURE PAGE 2 OF 4 <br /> �TURAL RESOURCES CONSERVATION SERVICE O1/28/97 <br /> ' PHYSICAL PROPERTIES OF SOILS <br /> �dnote -- PHYSICAL PROPERTIES OF SOILS <br /> This report shows estimates of some characteristics and features that affect soil behavior. These estimates <br /> �e given for the major layers of each soil in the survey area. The estimates are based on field observations <br /> d on test data for these and similar soils. <br /> AY as a soil separate consists of mineral soil particles that are Less than 0.002 millimeter in diameter. <br /> this report, the estimated clay content of each major soil layer is given as a percentage, by weight, of the <br /> it material that is Less than 2 millimeters in diameter. The amount and kind of clay greatly affect the <br /> fertility and physical condition of the soil. They determine the ability of the soil to adsorb cations and <br /> retain moisture. They influence shrink-swell potential, permeability, plasticity, the ease of soil <br /> spersion, and other soil properties. The amount and kind of clay in a soil also affect tillage and <br /> earthmoving operations. <br /> LIST BULK DENSITY is the weight of soil (ovendry) per unit volume. Volume is measured when the soil is <br /> at field moisture capacity, the moisture content at 1/3 bar moisture tension. Weight is determined after <br /> fying the soil at 105 degrees C. In this report, the estimated moist bulk density of each major soil <br /> rizon is expressed in grams per cubic centimeter of soil material that is less than 2 millimeters in <br /> ameter. Bulk density data are used to compute shrink-swell potential, available water capacity, total <br /> pare space, and other soil properties. The moist bulk density of a soil indicates the pore space available for <br /> Iter and roots. A bulk density of more than 1.6 can restrict water storage and root penetration. Moist <br /> lk density is influenced by texture, kind of clay, content of organic matter, and soil structure. <br /> RMEABILITY refers to the ability of a soil to transmit water or air. The estimates indicate the <br /> to of downward movement of water when the soil is saturated. They are based on soil characteristics <br /> o served in the field, particularly structure, porosity, and texture. Permeability is considered in <br /> the design of soil drainage systems, septic tank absorption fields, and construction where the rate of <br /> Iter movement under saturated conditions affects behavior. <br /> AVAILABLE WATER CAPACITY refers to the quantity of water that the soil is capable of storing for use by <br /> 'ants. The capacity for water storage is given in inches of water per inch of soil for each major soil layer. <br /> e capacity varies, depending on soil properties that affect the retention of water and the depth of the root <br /> zone. The most important properties are the content of organic matter, soil texture, bulk density, and soil <br /> ructure. Available water capacity is an important factor in the choice of plants or crops to be grown and in <br /> e design and management of irrigation systems. Available water capacity is not an estimate of the quantity of <br /> ter actually available to plants at any given time. <br /> 'RINK-SWELL POTENTIAL is the potential for volume change in a soil with a loss or gain of moisture. VoLume <br /> ange occurs mainly because of the interaction of clay minerals with water and varies with the amount and type <br /> of clay minerals in the soil. The size of the load on the soil and the magnitude of the change in soil moisture <br /> ,ntent influence the amount of swelling of soils in place. Laboratory measurements of swelling of undisturbed <br /> ods were made for many soils. For others, swelling was estimated on the basis of the kind and amount of <br /> clay minerals in the soil and on measurements of similar soils. If the shrink-sweLL potential is rated moderate <br /> lvery high, shrinking and swelling can cause damage to buildings, roads, and other structures. Special design <br /> often needed. Shrink-swelL potential classes are based on the change in length of an unconfined clod as <br /> isture content is increased from air-dry to field capacity. The change is based on the soil fraction Less <br /> than 2 millimeters in diameter. The classes are "Low," a change of less than 3 percent; "Moderate," 3 to 6 <br /> 'rcent; and "High," more than 6 percent. "Very high," greater than 9 percent, is sometimes used. <br />
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