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<br />- (7/ 'I) 1.f)'b -0'+/3 _ -101'7' 's ~ <br /> <br />. <br /> <br />'.1. .,. O'\.' <br />./,.':1 ~ <br /> <br />'I} <br /> <br />DOl te" 2-4-',8 <br /> <br />- <br />l'1Ei"IQf,A I l. D""" ~ I <br />e \ . r\ <br />~ ~}i.-'YIJ"t( Ih> <br />" hP'; 'U:~kA" . <br /> <br />~ (Y"'~ ~~J~\J".<\ Otav-\a, <br /> <br />k-j \~ff~ j <br />j <br /> <br />l <br />I <br />j <br />I <br /> <br />To" ,:I ack. (G-o,...,.......,.) <br /> <br />i <br /> <br />\ <br /> <br />From, Tom Pointon <br /> <br />Reo Trlnidad Opersting Principles <br /> <br />Article 1- Objectives Psrsgrsph ~ (a) <br />Word ttlis so i'f the~e is carryover <br />the 20,000 A F . Also strike proposed. <br /> <br />pagE:7~ 2 <br />it counts agai~st <br /> <br />. <br /> <br />Article II - Defini.tions Paragraph 9. page 3 <br />Add During high water the total flow entering the <br />reservoir should be measured at 12 hour intervals. <br /> <br />Artlcle III - Flood Control Paragrah 1. <br />I 1. All potentially damaging flood <br />temporar~ly detained as necessary to limit <br />but 1n as like 2\ moC:"nn~=.Il"'" as the inflow came <br />5 ~ (H)O c. of D S " <br />! 3" Str"ike all a'fter Colorado State Engineer, and insert. <br />/... not to ('~~{ceed ::\..000 c:"f.=-.u <br />) Ar'ticle IV Ir'!'''ic.;,1c.1t:i.CJn~t lvl ,~~ I <br />C 13 Pi:\r'i::'\~':)I'-aph 2. paGle 7 Stl.-ike the last word e."l.nd inset-t <br />State Ellqilleer" <br />D. 1. (1I) paqe! 9 <br />Some think. John Martin should phsicslly spill before storaqe <br />tak.e~; pli..~ce <br /> <br />paq€' ~. <br />inflClv-Js shi:::\ll bE~ <br />the flow downstream <br />in not: to e;.~ceE,d <br /> <br />~. <br />.. W. c\01tP I <br />'~'1 ~~V" C'lff",) <br />