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<br />001503 <br /> <br />compaction, but care should be exercised in this practice to confine the <br />animals to the collecting ar ea to prevent damage to the adjacent range. <br /> <br />With removal of vegetation, the compacted area will be subject to <br />erosionfrom both raindrop impact and overland flow. The most effective <br />protection against this action is afforded when treatment to secur e maxi- <br />mum density and compaction is applied to the surface layer leaving it both <br />hard and impervious. This can be done through us e of pneumatic tampers <br />on soils having optimum moisture content. Even with best treatment, <br />however, the compacted areas will be subject to gradual recovery of infil- <br />tration capacity and increased erosion and periodic repa-irs and poss ibly <br />occasional renewal 0 f the treatment will be needed. <br /> <br />A number of ,chemical compounds are used as dispersing agents <br />but for areas of the size needed for runoff purposes, ordinary rock salt <br />is probably the most practical. To be effective it should be applied at the <br />rate of about 1 pound per square yard to areas having a fine textured <br />clayey soil. As the salt has no effect until it is dissolved and the soil <br />particles are saturated, a good wetting of the area by rain or by artificial <br />sprinkling of water is essential for best results. Nonwetting silicones <br />have been developed in rec ent years, but as yet not enough is known con- <br />cerning their performance and cost to determine if their use for increasing <br />runoff is fea.s ible. <br /> <br />Some increase in. runoff is being obtained through vegetative modi- <br />fication attributable in part to the reduction of losses from interception <br />and in part from a reduced volume or chang,e of vegetation. In most range <br />lands any increase is likely to be minor and modifying vegetation for the <br />sole purpose of increasing runoff will seldom be practical in small drainage <br />areas. However, it could be in importance in large drainage areas. <br /> <br />Paving drainage ba;;;ins <br /> <br />Compaction and rela.ted types of land treatment can be expected <br />to increase runoff by only a nominal amount. The nature of the treatment <br />leaves the land in a condition such that varying amounts of precipitation <br />are st ill absorbed, particularly dur ing small or low intens ity storms. <br />Pavement, which approaches complete impermeability and eliminates <br />most surface detention, naturally give a much higher proportion of runoff. <br />Also, it usually is much higher in cost. Asphalt membranes or soil and <br />asphalt mixes have commonly been used for this purpose, but soil cement <br />mixes and gunite may also be cons idered as pos s ibilities. Recently devel- <br />oped plastic membranes can now be installed at prices competitive with <br />other ty,pes of pavement. Information on each of the methods is available <br />from the manufacturers and distributors. <br /> <br />12 <br /> <br />'-'/;!:, <br /> <br />(~~~ <br /> <br />:';;_:'~~:; ;:~:I~ <br /> <br />:~,~j~;:I~~ <br />,:~;",'- ...~;,: <br />'~+~" :~, <br />~:....<~.~:;~ <br />';~:1'ft <br /> <br />-:.,'-.';<.:-:;. <br />'.'...".. <br />;},t"\,.\\ <br /> <br />i~"~'~<~; <br />t~~0g~) <br />N~\'\:~ <br />i~:;111~::;: <br />;, .~::!?~;~~ <br /> <br />i <br />.;~lik'r~ <br /> <br />;<,::~\;;.;;.-;' <br />:'~_~n1/Y; <br />}'_<~}.:~'::-'i <br /> <br /> <br />I <br /> <br /> <br />-:-.~/~:r. <br />. ,'- .;''; <br />, < :; ';:;;'- ~. <br />;~:'::;~~~~?;Jt <br /> <br />'.~ - ;~..: <br /> <br />,~, .~.: <br /> <br />,."..; <br />,:,. '-;:~;'<'<' <br />:.~~.:~;~~;: ~< <br /> <br />'. -'. <br />. :',', <br /> <br />'''';''., <br /> <br />'-.' -, <br /> <br />:.~.; -':.,".;;". <br /> <br />....;. <br /> <br />.:';;--.,.: <br /> <br />" <br /><;".; .->.':. .,;~ <br />".'. <br /> <br />", :~':" ~:< <br /> <br />