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1999-04-21_PERMIT FILE - M1999024
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1999-04-21_PERMIT FILE - M1999024
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Last modified
3/19/2021 8:13:29 PM
Creation date
11/20/2007 7:55:24 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999024
IBM Index Class Name
Permit File
Doc Date
4/21/1999
Doc Name
CONSTRUCTION MATERIALS LIMITED IMPACT 110 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. s. OEPARTHENT OF AGRICULTURE <br />NATURAL~REsUURCEs CONSERVATION SERVICE <br />Endnote -- PHYSICAL PROPERTIES OF SOILS <br />C~ <br />PHYSICAL PROPERTIES OF SOILS <br />PAGE 2 OF 6 <br />• OA/21/y8 <br />This report shoos estimates of some characteristics and features that affect soil behavior. These estimates <br />are given for the motor layers of each soil in the survey area. The estimates ere based an field observations <br />and on test data for these and similar soils. <br />CLAY as a soil separate consists of mineral soil Darticles that are less than O.OO't millimeter in diameter. <br />in this report, the estimated clay content of each major soil layer is given es a percentage, by weight, of the <br />soil material that is less then 't millimeters in diameter, The amount end 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 />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 end <br />earthmoving operations. <br />HUIST BULk DENSITY is the vei4ht of soii (ovendryJ per unit volume. Volume is measured when the soil is <br />et field moisture capacity, the moisture content at 1/3 bar moisture tension. Weight is determined after <br />drying the soil at SOS degrees C. In this report, the estimated moist bulk density of each major soil <br />horizon is expressed in prams per cubic centimeter of Soil material that is less then 2 millimeters in <br />diameter. Bulk density data are used to compute shrink-svell potential, available eater capacity, total <br />pore space, end other soil properties. The moist bulk density of a soil indicates the pore space available for <br />eater and roots. A bulk density of more than 1.6 can restrict eater store4e and root Denetration. Hoist <br />bulk density is influenced 6Y texture, kind or clay, content of organic matter, and soil structure. <br />"rEkNEABILITY refers to the ability of a soil to transmit water ar air. The estimates indicate the <br />rate of dovnvard movement of eater when the soil is saturated. Thar are based on soil characteristics <br />observed in the field, particularly structure, porosity, and tetture. Permeability is considered in <br />the design of soil drainage systems, septic tank absorption fields, end construction Where the rate of <br />eater movement under saturated conditions affects behavior. <br />AVAiLARLE WATEk CAPACITY refers to the quantity of eater that 'the soil is capable of storing for use by <br />giants. She capacity for water storage is given in inches of water per inch of soil for each major sail layer. <br />the capacity varies, depending on soii properties that affect the retention of eater and the depth of the root <br />zone. The most important properties are the content of organic matter, soil teyture, bulk density, and soii <br />structure. Available eater capacity is an important factor in the choice of giants or crops to be groan and in <br />the design and management of irrigation systems. Available water capacity is not an estimate of the quantity of <br />eater actually available to plants at any given time. <br />SHRINk-SWELL POTENTIAL is the potential for volume change in a soii vith a loss 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 />of clay minerals in the soil. The size of the load on the soil and the magnitude of the change in soil moisture <br />content influence the amount of swelling of soils in place. Laboratory measurements of sueiling of undisturbed <br />clods were made for many soils. For others, swelling vas estimated on 'the basis of the kind and amount of <br />tier minerals in the soil and on measurements of similar soils. If the shrink-swell potential is rated moderate <br />to very high, shrinking end sueiling can cause damage *.o buildings, roads, end other structures. Special design <br />is often needed. Shrink-swell potential classes are based on the change in length of an unconfined clo6 as <br />moisture content is increased trom air-dry to field capacity. The change is based on the soil fraction less <br />than 't millimeters in diameter. The classes ere 'Lou,' a change of less then 3 percent; 'NOderaie,' 3 to 6 <br />percent; end 'Hi4h,' more than 6 percent. 'Very high,' greater than Y percent, is sometimes used. <br />
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