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<br />~ <br /> <br />" <br /> <br /><r <br /> <br />., <br /> <br />..... <br /> <br />;.:;;;-~ ..~.. <br />~>>/:.: <br /> <br />It is plonned to put all canola ond laterals in concrete-lined scctions, ':'..:.<f. <br /> <br />,., <br />.r::>o, <br />C1~) <br />to,... <br /> <br />with s01':le pipe sect1cn~ being used inlli."cns in and aro'f\d cities and tovoo, <br /> <br />and other highly dcveloped areas. Tho photo on tho next page is a view <br /> <br />of a lateral ,,'hich h::3 recently been concrete. Hned. This construction <br /> <br />b .llimUar to that planncd by the Durellu fo~ all la terals. <br /> <br />Fencing ~s pl~nned on both sides of open concrete-lined sections whcre <br /> <br />there is a 'safety hazard, and safety features ore included for structures <br /> <br />on csnab end l.argo lateralo. <br /> <br />In creas where t110 or l:O"rc laterals parallel each other V(:l,y closely. <br /> <br />consideration 11ill bo !lIven to ccmbin1nr. these lll~erllls lr;l;o a 5in[;10 . <br /> <br />IM:c.."ol. Othe~ th:m thic type of co:~binin3 laterals, the va:=icua i1'ri- <br /> <br />gation companiell will not concider lIny COO1bin3t1 on of their systems. <br /> <br />/In alterl".3ti....e method of.:,,~;...:."3'cimltcr thr01.lgh laterals I:y uoing lIn <br /> <br />undcrg<ound pipe system was studied for an area comprising about 6,700 <br /> <br />acres in the 1<." cr. Grand Valley. Thill study showed tha t the cost of this <br /> <br />type sya;tc:n would be T.1uch cr.e""rcr th.-::n for a concrete-lined. lateral <br /> <br />syst~~. therefore, a concrete lined-IDtcr~l Gystc~ is rccc~~ended in <br /> <br />this report. If present llnd future studie:; indicate that ,tin ur.de~gcund <br /> <br /> <br />pressure system would be ~ore beneficial to areas of the v~lley, further. <br /> <br />consideration will be eiven this type construction. <br /> <br />WlIter quality G801ples ::Iud fl ow measurement IOtations Itava b.cen est;)l>l1shed <br /> <br />on 10 drain<lgcG which carry return flaw to the Colorl1do River. n..ta <br /> <br />collected et thc;;e fltctions will ascict in evlllu::tinll; the pre"cnt candi- <br /> <br />cions and any llnlinity 'i:'~ut:tionc reculting from irril!lation cchcdul1n3 <br /> <br />and ,.... tcr syc tC::l3 lmprov.1I":cnts. <br /> <br />,.-.....:. <br /><~)(:.; <br /> <br /> <br />'. <br /> <br />.;":. <br /> <br />.;...~ . <br /> <br />;'..;:..;.'. <br /> <br />.{i)~:;~, <br /> <br />"." ,~ <br /> <br />-::.: ;;:.:':;~ <br />.:; -:. '.~ -' -;.: <br />,;.,.......: <br /> <br />1~;*." <br />.::-~':.::.:..: <br />:.:<~:~::::' <br />~l~~ <br />"::',,,::~....,~:.: <br />::.:::.:.."!...~.:. <br />~.:?:E.~":: <br />....;.;-;...:.:.: <br />...;.... <br />~;:~r~:;. .:; <br /> <br />~'., ~ .~'. <br />~:.:..:;~..:. .;:.: <br />..;.... ~. . <br />~~\;-;:{; : <br /> <br />..:"/.' ... <br /> <br /> <br />I <br /> <br />:.":,0-:::.:" <br />~>~>:<~ <br />l:'. <br />..,".: <br />:.::....:.. <br /> <br />.:' ..,.". <br />..:,", <br /> <br />., <br /> <br />.' <br />,'- ;-:,~..:~.:::.::~,;>'> .,~~::/;::':..~?;:,;::>q~):::;!t~;t?Qti~;,j}~;0;};;:',;;'>~:?~}}~~;:;~;;::::~:~~'.~:.:<:~. :~:::'.~' ~:?>':>'F;::':,":;.:: <:_;~.;:::..:::' <br />