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<br /> <br />wide and Qt shifts from ono side to the other, depending on <br /> <br />the stage ef the water. <br /> <br />l:1R. HOOVER: He might for.mulate this into some expression <br /> <br />. <br /> <br />of ,divi,sion at or nea,r loo's Ferry, eithor by separate gauging <br /> <br />or one gauging, so as to includo the Paria, We could porhaps de- <br /> <br />.. <br /> <br />signate,somebody to determine that, as for instance the Rocla- <br /> <br />mation Service. The important matter is the principle that <br /> <br />the water'is to be deterrained as at a point bolow the Faria, <br /> <br />whether gauged there or not. <br /> <br />MR. NOBYIEL: I think that weuld be satisfactory. I <br /> <br />don't desire to quibble in this matter because we deem that <br />im <br />very/material, as to where the point of demarkation is to be. <br /> <br />It may be above or below. The flow of the Paria may be taken <br /> <br />care of, whother'it be a stream in the upper or lower basin., <br /> <br />However, I would not like to tie the riVer up in such a way <br /> <br />. <br /> <br />that we may not utilize the full fall of the river because it <br /> <br />. <br /> <br />drops rapidly from Lee's Ferry. If th.e river is to be limited <br /> <br />1,e shall want to utilize all of the drop in the river so that <br /> <br />it may necessitate the measuring of the river' above the Faria <br /> <br />and then measuring the ~'aria itself. That will not be excessive- <br /> <br />ly expensive, but I suggest that we le,:vc the point of demark- <br /> <br />ation just whore Mr. Carpenter has put it so ,far as we are con- <br /> <br />corned, and',that the measurement of the~Jator may be made at <br /> <br />. <br /> <br />the most accessible point and, if necessary, at two points, one <br /> <br /> <br />in the river itself and ono in the Paria Creek to take care of <br /> <br />. <br /> <br />that. <br /> <br />. . <br /> <br />13th - S.F. <br />14 <br /> <br />10$ <br /> <br />108 <br />