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<br /> STORAGE IN RESERVOIRS
<br />SQUAW LAKE RESERVOIR - De.m and stllff gage loaated in approxilll!lte Sec. 12. T. 39 N.. R. 4 W., N.II.P.M., on Squaw Lake. Total Cll.pll.~
<br />city of reservoir, 158 acre-feet !is determined by original survey. Water used for irrigation of lands belc;Jlll' the Del Norte gaging
<br />station.
<br />. 'I'ROUTVALE NO.2 RESERVOIR. Dam and staff gage lOllsted 1n SilO. la, T. 41 N., R. 3 W., N.M.1'.M., on South Clear Creek. Total
<br />oapaoity of Tllse\"Voir, 435 acre-feet as determinlld by original survey. Water is uSlld for fish oulture with only llOCll.ll1onal Isle
<br />for irrlption.
<br />:ruCHS RESERVOIR - IIll.m lUld staff gage located in Seos. 2 and 11, T. 37 N., R. 4 E., N. M.P.M., on Pinos Creek. Total cll.p6cl ty of
<br />reservoir, approximately 249 acre-feet. Water used for iM"igll.tion of ands adjaoent to Pinos Creek
<br /> SQUAW LAKE TROUT VALE NO. 2 FUCHS
<br />Lut
<br />Day uage- age- j"'llge-
<br />or Hei ght Contents Chllnge Height Contents Chan~ Height Contents Chan~
<br /> ... Ac.-Ft. Ao..Ft ... Aa.-Ft. Ac..Ft. Ft. Ac.-Ft. Ac.-Ft;.
<br />Deo.'Ie 0 0 7.6 257 6.9 50
<br />JM.'5C 1.5 25 .25 7.6 251 0 6.9 50 0
<br />Fab. 2.0 34 . 9 7.6 257 0 9.1 60 . 30
<br />liar. 3.0 50 .,6 7.6 257 0 12.1 130 . 50
<br />pro 5.5 95 .45 7.6 257 0 17.2 2)1 +107
<br />lIay 8.5 149 .54 7.6 257 0 17.2 237 0
<br />J=a 8.5 149 0 7.6 257 0 16., 219 -18
<br />July 4.0 68 -81 7.6 257 0 12.6 139 -60
<br />-,. 0 0 -68 7.6 257 0 0 0 -1,9
<br />Sep. 0 0 0 7.6 257 0 0 0 0
<br />Oot. 0 0 0 7.6 ?57 0 0 0 0
<br />~. 5 8 . 8 7.6 257 0 2.3 7 . 7
<br />000. 1.0 16 . 8 1.6 257 0 4.8 27 .20
<br /> .,6 .
<br />CARSON RESKRVOIR - Dam and _ter-stags recorder located in mr;. Sec. 12. T. 2S N., R. 10 E.. on Aguaje de la Petaca. Total capa-
<br />clty 01 reserToil' 5,684 acre-feet a& determined by survely-of 1941. Watelr used for irrigation of lands or the Carson Reo18.llll!l.tion
<br />District.. Completed 1940.
<br />EL VAOO RESERVOIR - Dam. lnd watDJ'-stsge rscorder (starf gage only below elevation 6.878.0 feet) located in sEt SeD. 4. T. 27 N.,
<br />R. <:: E., on Rlo Chana. Total capacity of reservoir, 191.530 acre-feet at elevation 6,902.0 relet (top of spill...y gates) &11 de-
<br />termined by survey of 1944.
<br />1t:CLURE (romerly GRAHITE POINT) RESERVOIR ENLARGEMr:h"TS - Dam and staff gllge in swt Sec. 24, T. 17 :H., R. 10 B., in Santiago
<br />Ramiret Great, on Santa Fe Creek. Original reservoir, oape.oity 561 llcre~feet, _s Oompl11tlld in 1926 and i8 not subjltot to Camp&ot
<br />adrdnistrationl in 1935 perlllllnent fluh boards -.are instaUed in splllway iocrsalling capacity to 650 aore~flletJ in 1947 both dam
<br />and spillway were raised increasing total capacity to 2,614 lIorll-feet.
<br />NICHO~ RESERVOIR - Dem. staff gllge and water-stage recorder located in NEt Seo. 21, T. 17 H.. R. 10 E... on Santa Fe Creek. Total
<br />capacity of reservoir, 796 acre-feet 8.Il determined by origi"nal survey in 1942'. Water is fot' municipal use in Santa Fe. Completed
<br />in 1942.
<br /> CARSON EL VADO J.I: CLURE (GRANITE POINT)
<br /> 1935 and 19!e ENLARGEME~--"S NICHOLS
<br />.at Ga~~ Gage- Gagll- Gage-
<br />Day Height Contents Change Height Contents Change Height Contents Chant:e He ight Contents Change
<br />or ... Ac.-Ft. Ac.-pt Ft. Ac.-Ft. Ac.-Ft. ... Ac.-Ft. Ac.~Ft. ... A.c.-Ft. Ac.~Ft
<br />Dao'Ie 0 0 6889.6 159.900 - 1,830 166.9 6B2
<br />Jan.'50 0 0 0 90.2 161,600 +1,700 81.2 1,6,0 - 200 167.8 710 .28
<br />Fab. 0 0 0 60.2 92,010 -69.590 79.8 1.550 - 60 167.4 6f>! - 12
<br />1Ia,. 0 0 0 09.2 25,320 -66,&)0 78.3 1.100 - 60 164., 606 - 92
<br />pro 0 0 0 42.4 63.080 +,7.760 78.9 1.500 . ,0 158.1 447 -159
<br />ay 9 0 0 58.1 88,220 +25.1l4:l 'I'M 1.540 . 40 150.4 286 -161
<br />J=a 0 0 0 51.6 77,180 -11,040 70.4 1,080 - 460 151.9 ,15 '29
<br />My 0 0 0 44.2 65.700 -ll,lgiO 61.5 724 - 356 158.4 454 +139
<br />-,. 0 0 0 20.7 36,080 -29.620 56.1 556 - 168 151.2 302 ~152
<br />ap. 0 0 0 14.7 30,180 - 5.900 50.2 403 - 153 145.2 205 - 97
<br />ot. 0 0 0 08.8 24,990 - 5,190 43.9 271 - 132 1,2.2 68 -1,7
<br />ov. 0 0 0 11.2 27.0,0 + 2,0/.J) 40.0 204 - 67 128., 42 - 26
<br />>00. 0 0 0 13.8 29.350 2.320 - 46 - 158 123.1 20 . 22
<br />a" 0 - . -
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