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<br />.!"*.J
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<br />..-;
<br />C'J
<br />c:.;,
<br />":':1
<br />
<br />Usabl(~ Oi~(ha(ge
<br />of Creck at
<br />Canyon Mouth
<br />Caging Station
<br />(C.F.S.)
<br />(1)
<br />25.00
<br />
<br />-
<br />...
<br />..
<br />
<br />36.88 .
<br />
<br /> 38.62
<br /> 44,76
<br /> 50.91
<br /> 56.46
<br /> 61,46
<br /> 64.22
<br />- 139.70
<br />...
<br />..
<br />
<br />DcHveries of Direct flow Wale!' to Colorado During Irrigation Season
<br />
<br />'--~-~"\'-. -. -
<br />Cumulativ'c
<br />Points of Alloc<1tions
<br />Interstate to Colorado
<br />Delivery (C.F.S.)
<br />(3) (4) .
<br />Acequia Madre
<br />-~-I _,~_...
<br />
<br />_._ .J
<br />
<br />I.
<br />
<br />fAillE I I
<br />
<br />.
<br />
<br />~...
<br />
<br />Incremental
<br />Allocations'
<br />10 Colorado
<br />(C.F.5.)
<br />(2A) '(28)
<br />1.05
<br />
<br />2.53
<br />
<br />Cerro Canal
<br />
<br />.-
<br />.-
<br />L.,.,. /'
<br />--"....,- '/..-"''''
<br />, '.
<br />
<br />.
<br />
<br />.,'
<br />
<br />Remarks
<br />,',
<br />
<br />4.70
<br />
<br />. Cerro Canal
<br />
<br />8.28
<br />
<br />(5)
<br />Incremenlal allocaUon is 4.2% of the usable discharbc whfn
<br />u5.01e discharge is less lhan 25.00 C.F.S.
<br />
<br />Incremental allocation is 10.13% oi the u~ilble dischMb~
<br />when usable dis'Charge is ~ess tban 25.00 C.F.S.
<br />This 4.70 C.F.S. is not a' part of the Colorado allocalion
<br />of the direct How waleI' of the Costilla Reservoir S~ stem
<br />,and is not subject to adjustment, in the event of a chanf.e
<br />in the usable capacity or Costilla Reservoir. Incremental al-
<br />location is 16.6% of the usable discharge \\hen uSi\.'ule dis.
<br />charge ,is less than 26.00 C.r.S. This 4.70 C.F.S. allocated
<br />to Colorado for delivery throush the Cerro C.mal is 5,50
<br />C.F.S. of ~he original 6.55 C.r.S. allocated to Co\or,1do
<br />tor delivery through the Acequia Madre less 0.8 C,F.5. COt-
<br />rection for losses.
<br />
<br />This 0.38 C.F.s. is not a part of the Colorado allocation of
<br />tile direct flow water oi the Costilla Reservoir 5ptcm and
<br />is not subject to adjustment in the event of a chJn~c in
<br />the usable capacHy of Costilla Reservoir. Incremental al-
<br />location is 3.26% of the usable dIscharge in excess oj :Zi3S
<br />C.F.5. and less than 36.86 c...S.
<br />
<br />Incremental allocation is 35.11% of the usable discnarbe in
<br />excess of 25.38 C.F.S. and less Ihan 36.88 C...S.
<br />
<br />50.&2
<br />
<br />'Incremental allocation is 100% of the usable dischMt;E' in
<br />excess 01 37.62 C.F.5. and less Ihan 36.62 C.F.5.
<br />Incremento I i'Il1ocation 15 36.5% of the lISi\ble disch;H~e in
<br />excess 01 36.62 C".S. and less Ih." 44.76 C.F.S.
<br />Incren'lentnl allocation is 100~~ of the usable djschar~e In
<br />excess 01 44.1l1 C.F.5. and less th.n 50.91 C.F.5.
<br />Incremental allocation is 11.1a~o of the m,lblc dischat&e in
<br />excess of 55.35 C.F.S. and less lh." 56.48 C,F.s,
<br />Incremental allocation is 100% 01 the usable discl1.1f&e in
<br />excess of 60.48 C.F.S. a"d less Ih.n 61.48 C.F.5.
<br />At usable creek discharge of 64.22 C.F.S. tin'" Crno CJ.lh11
<br />direct flow permit becomes opcrolti,'e al;er 1.00G acre-lclilt
<br />has been Slor~d in Eastdale Reser\'oir ~o. 1.
<br />incremental allocation is 36.5% oi the usable riis.ci1iHt;e in
<br />excess of 64.22 C.F.S. and less than 139.70 C.F.5.
<br />
<br />/
<br />,- "j~ '
<br />Y;, ',"',
<br />'0
<br />
<br />.38
<br />
<br />Cerro Canal.
<br />
<br />Th~ ilc1U,ll di,(har~~~ of (oslill;1 Creek at the (noyoo Moulh gaging slillion al which Ihe vnriou~ blotlo:~ of direcl {1m\' \\,,,IN 1.)1'(('"'1:" t:III'(l'\\' ,~,,'i
<br />('Qual 'h~ 1101\1' ~ct fmlh in column 0) increased by thc Iransm;~sion 10Hes ne(c~~ary 10 deliver .Iho~c flo\Y~ to the he;n:lJ1,.l\e!o oi Ihe T(',p('(I;\C {\orccI ,1"",
<br />di,(h('~ divf'TtinR in New Mexi(o.
<br />1h~ delivery of di'ch waler 011 the bnunclMY ~"hall ('qUi" the allocfllion ,('I forlll in colunm$ 121\) <'Ind t:z131 reduc('d by the tr;'ln.",i"'t'''l 11'''1:' h~.
<br />IWC(''' ,hI" hf"a(l!\il'e of Ihe clilCh and Ihe point where ,he ditch (:tO~SI!S Ihe boundary, The alloCillions to be rialivered to (olorado tllT~~u~h It>e ((''to
<br />Cilnill fI:'IHl'~cnl. I!x(('pl as olh(lrwi~e Inclical('d in (olumn (5) 01 Ihe tllbl~ above, )(,,5 pet cent of those blocks of direct How Wiler oi Ihe Co""I.] I=;\"c........ r
<br />SI"lcm \\h;(h i're subj<,cl 10 adju~lmCnl as pro....ided in sub~eclion (i:!l 01 this Article,
<br />lh~ provi'lOn' nf ^rHcle III f1) (a) shall not be a!}plicahlc 10 the Colota{lo allocation 01 5,06 (,F.S. which is Ir.ansferred lrtlm Ii'll' A(('!)\';,l ",,::,.(' 10
<br />lh(' CNro (.m,d bv lhis amend men I to the (osHlla Creek CompaCl Bnd shall not be applicable to Ihe 0,6 C.F.S, which is transferred ham Coln.ado Lo "t'W
<br />M('''o:ico by Ihi~ ;'Jm('ndmcnl 10 ,he Cmtilla Creek Compac\.
<br />111(' .111(1I'e lable is compiled on the b,)~is of Ihe delivery 10. Colorado al the boundary of thirty-six ,;jnd five_l('nlhs per cenl t.\G,~"'r ("It ill' t"'f('t:~
<br />flo\," \\,'1('r 01 Ihe (oslill,'! Reservoir System diverled by the Cerra C.lnill and Ihe delivery ill the boundary of .all olher direct i10w willN alloc,'td te (0"'3'
<br />rach::i. In Ihe order of priorily. all ~uch deliveries 10 be adjusted fo't transmission losses. In Ihe evenl of change in Ihe u\uable CapJClI\' 01 l"o!' (1)<:.1,,\
<br />Rt.'<Nl'ni" (tllor.\do', ~h.1'c of all di,c(1 flow watcr 01 the Co~tilla Rc~cr"olc Sy~tcm divllrlcd by the Cerro Canal. 10 be deli\'e.ed .al Inc"h<J\J,"h.", a~u ,oj.'
<br />IU""It'd 10f lr,,"!omission Jouc~twlLbLdC1lWJlinod..b.Y. the-Plll'CCfllfi&el>, I.el. fQtlh.,i.n.~lumn.,(.4~..o(,&h...\ab1a..wNch.~pun. jR wbsec1ion Ie' nl Ini, An,cie.
<br />. -... ......-.. ...-. ..,...~ '.. .--.' . . -,.-. "~. ...... --.-
<br />
<br />. .
<br />
<br />4.~ Cerro Canal 12.70
<br /> "
<br /> 1.00 Creek 13.70
<br />2.24 Cerro Canal 15,94
<br /> ,
<br /> 6.00 Creek 21.94
<br />.13 Cerro Canal 22.07
<br /> , .
<br /> 1.00 Creek 23.07
<br />
<br />27.55
<br />
<br />Cerro Canal
<br />
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