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PERMFILE44162
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PERMFILE44162
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Last modified
8/24/2016 10:46:37 PM
Creation date
11/20/2007 11:50:37 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1999002
IBM Index Class Name
Permit File
Doc Date
4/20/1999
Doc Name
TR 1 TO APPLICATION RECLAMATION PLAN CHAPTER 8 & APPENDICES
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DMG
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AMERICAN SODA
Media Type
D
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practical Approach Efft:ctivc E & S Control - 83 <br />hydraulic mulch or dry straw mulch) from the total volume of water applied, <br />one can determine the amount of water which has infiltrated the soil, and is <br />thereby available for plant use. Tn and climates the percentage of water <br />available for plant use may be in fact the most critical variable in the long term <br />erosion control effectiveness of a system. A surface applied or incorporated <br />mulch may reduce runoff by absorption or adsorption, but the retained moisture <br />serves has no benefit to plants unless that water is in proximity to plant roots or <br />held at tensions where it can be available to plants. <br />Y Sediment Yield, given in tons/acm or as a percentage of a control <br />The Universal Soil Loss Equation {LISLE) provides a method to estimate the <br />amount of erosion occurring on a plot of soil on an annual basis. It is expressed <br />as: <br />A=RzKxLSxCxP <br />where: <br />A =Annual amount of erosion(tons/acrelyeaz) <br />R =Rainfall factor <br />K =Soil erodibility factor <br />LS = Slope length and steepness factor <br />C =Cover factor <br />P =Conservation practice factor <br />One limitation of the LISLE is that it predicts annual erosion, not storm or event <br />generated soil loss. Also, while we aze naturally concerned about the amount of <br />erosion occurring on a site, today we are most commonly concerned about the <br />amount of sediment which is delivered off the site by runoff water, particularly <br />in light of recent stormwater management regulations. The variable "Y" in this <br />discussion is used to evaluate a practice based on its ability to retain sediment on <br />site, either through reducing the erosion potential of the soil or by retaining <br />sediment generated from any erosion that does occur. <br />"Y" for most erosion control materials is best determined utilizing rainfall <br />simulation and comparing sediment yield from a baze soil control plot to that <br />delivered from a similaz plot treated with an erosion control practice. A <br />dominant number of erosion control practices and materials on the market today <br />have been evaluated in such a manner on test flumes at Purdue University, the <br />Utah State Water Resources Laboratory, Colorado State and other reseazch <br />facilities. A relative ranking of dissimilaz technologies on their effectiveness to <br />O 1995 [ECA <br />
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