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2003-04-03_REVISION - M1996076
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2003-04-03_REVISION - M1996076
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Entry Properties
Last modified
6/15/2021 6:06:08 PM
Creation date
11/21/2007 4:02:37 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1996076
IBM Index Class Name
Revision
Doc Date
4/3/2003
Doc Name
Adequacy Response
From
Walter Aldridge
To
DMG
Type & Sequence
CN1
Media Type
D
Archive
No
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U. S. CEPARTMENT OF AGRICULTURE <br />NATURAL RESOURCES CONSERVATION SERVICE <br />PHYSICAL PROPERTIES OF SOILS <br />EndnoCe -- PHYSICAL PROPERTIES OF SOILS <br />PAGE 2 OF 4 <br />08/19/00 <br />This report shows estimates of some characteristics and features that affect soil behavior. These estimates <br />aze given for [he major layers of each eoil in the survey area. The estimates are based on field observations <br />and on test data for these and similar soils. <br />CLAY as a soil separate cone is ea of mineral soil pareiclea that are less than 0.002 millimeter In diameter. <br />In this report, Che estimated clay content of each major soil layer is given as a percentage, by weight, of the <br />soil material Chat is less than 2 millimeee re in diameter. The amount and kind of clay greatly affece the <br />fertility and physical condition of the soil. They determine the ability of Che soil to adsorb cations and <br />co retain moisture. They influence shrink-swell potential, permeability, pl ascicity, she ease of sail <br />dispersion, and other soil properties. The amount and kind of clay in a soil also affect tillage and <br />earchmovang operations. <br />MOIST BULK GENSI TY ie [he weight of soil (ovendryl per unit volume. Volume is measured when the soil is <br />ac field moisture capacity, the moisture content a[ i/3 bar moisture tension. Weight is determined after <br />tlryi ng the soil ac 105 degrees C. In this report, [he ea [imated moist bulk density of each major soil <br />horizon is expressed in grams per cubic centimeter of soil material that is leas than 2 millimeters in <br />diame Cez. Bulk dens icy data are used to compute shrink-swell potential, available water capacity, total <br />pore apace, 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 1.6 can restrict water storage and root penetration. Moie[ <br />bu" density is influenced by texture, kind of clay, content of organic matter, and soil structure. <br />PERMEABILITY refers to the ability of a soil to transmit water or air. The estimates indicate Che <br />rate of downward movemene of water when the soil is saturated. They are based on soil charactetia tics <br />ODeerved in the field, particularly structure, porosity, and texture. Permeability is consideretl in <br />the design of soil drainage systems, septic tank absorption fields, and construction where [he rate of <br />water 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 />plants. The capacity Eor water storage is given in inches Of water per inch of soil for each major soil layer. <br />The capacity varies, depending on soil properties chat 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 />structure. Available water capacity ie an important factor in the choice of plants or trope 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 />water actually available to plants at any given time. <br />SHRINK-SWELL POTENTIAL is the potential for volume change in a soil with a loss or gain of mo is CUre. Volume <br />change occurs mainly because of Che interaction of clay minerals with water and va ties with the amount and type <br />of clay ma ne rals in the soil. The size of the load on the soil and she magnitude of [he change in soil moisture <br />content influence Che amount of swelling of voila in place. Laboratory measurements of swelling of undisturbed <br />clotls were made Eor many voila. For others, swell ins 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 ratetl moderate <br />to very high, shrinking and swelling can cause damage to buildings, roads, and other structures. Special design <br />ie often needed. Shrink-swell potential classes are based on the change in length of an unconfined clod as <br />moisture content is increased Erom air-dry to field capacity. The change is based on the soil fraction less <br />Chan 2 millimeters in diameter. The classes are "Low," a change of less than 3 percent; "Moderate," 3 [O 6 <br />pI t; and "High," more Chan 6 percent. "Very high," Brea ter than 9 pe rc enc, is sometimes used. <br />
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