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<br />3.4 Reservoirs <br /> <br />TABLE 6. Major Reservoirs <br /> <br />There are several reservoirs in Costilla County. The major <br />reservoirs are listed in Table 6. Their locations are shown on <br />Fiqure 4. None of these reservoirs were constructed to provide <br />flood control. Some of the major reservoirs do. however. provide <br />inadvertent flood protection because their capacity is so larqe <br />rel;:i:ive to projected (and experienced) pea~ inflows. <br /> <br />Reservoir <br />Mountain Home Reservoir <br />WillOW Creek Reservoir <br /> <br />There is a stream gage on Trinchera Creek upstream Of Mountain <br />Home Reservoir. Although there is no gage downstream of Mountain <br />Home Reservoir. between it and Smith Reservoir, it was decided that <br />no credit would be given to Mountain Home Reservoir for peat flow <br />reduction since it is not a flood control reservoir. Based on <br />analyses of stream gages upstream and downstream Of Smith Reservoir. <br />it did not appear that outflows on Trinchera Creek are significantly <br />reduced by that reservoir. Ventero Creek upstream Of SanChez <br />Reservoir was not identified as a stream of concern for flOOdplain <br />delineation. Since Sanchez Reservoir is not a flood control <br />reservoir. any delineation downstream Of the reservoir must assume <br />no flood detention. In its 81 year history Sanchez Reservoir has <br />never been filled. In fact. the closest it has ever come to being <br />filled is approximately 60,000 acre-feet in 1987 out of a capacity <br />Of approximately I03.000 acre-feet. On the average about <br />15.000-20.000 acre-feet are stored in Sanchez Reservoir. Despite <br />that history. the hydrologic assumption of no flood detention was <br />Observed for Ventero Creel:.. Downstream Of its confluence with <br />Ventero Creel:.. Culegra Creek's drainage area was assumed to include <br />all of the area tributary to Sanchez Reservoir. The other <br />reservoirs liste<:l in Table 6 are much smalle~. They have not been <br />specifically considered to have beneficial flood routing effects. <br /> <br />Smith Reservoir <br /> <br />Sanchez Reservoir <br /> <br />Stabilization <br />Reservoir <br /> <br />Ealltdale Reservoit; No. 1 <br />Reservoir <br /> <br />. <br />, <br />I <br /> <br />Drainaq", Basin <br />Trinchera Creek <br />Trinchera Creek <br /> <br />Trinchera Creek <br /> <br />Culebra Creek <br /> <br />Costilla Creek <br /> <br />Costilla Creek <br /> <br />Specitic Streams <br />Dral.nJ.nq <br />Into Reservoir <br />Trinchera Creek <br />Various small <br />streams <br />Trinchera Cree~. <br />Sanqrede <br />Cristo Creek <br />Ventero Creek, <br />Cuates Creek. <br />JarosoCreek, <br />TocCido Creek, <br />varJ.ous small <br />streams <br />EastdaleCulebra <br />Canal (from <br />Culebra Creek) <br />Sastdale Culebra <br />Canal (from <br />Culebra Creek). <br />Costilla Creek, <br />various small <br />streams <br /> <br />. <br />I <br />I <br />, <br /> <br />One reservoir was not listed in Table 6 because it is not in <br />Costilla County. Costilla Reservoir is in northern New Mexico. <br />Garcla. Colorado is about 17 miles downstream of the reservoir. <br />just north Of the state line. At that point the drainage area is <br />about 200 square miles. Althougn Costilla Reservoir is large, only <br />25 square miles out of those 200 square miles are tributary to it. <br />The decision was made to consider all 200 square miles, and to <br />assume the reservoir has no significant effect on flows at Garcia. <br /> <br />. <br />, <br />r <br /> <br />I <br />, <br /> <br />,. <br /> <br />. <br /> <br />3.5 lrrication Ditches <br /> <br />llesides the reservoirs. several irrigation ditches reduce <br />average flows an<:l. to some degree. peak flows along the streams <br />from which they divert water, Perhaps the mOSt significant of <br />these is the Eastdale Ditch or. Cule~ra Creek j~st downstream of San <br />Luis. Aro'-lnd f'ort Garland and Blanca there are large agricultural <br /><l:iversions !rom '!'rin<.:h"r~ CreeL 'I'ller.. "re "lso signHicii.nt <br />diversions from Costilla Creek. both in Ner,.; Mexico a::.d Colorado. <br />Because not enough is known 6bout the operation of these !acilities <br />during peak flows. and because this is an approximate study. no <br />specific flow reductions downstream Of any of the diversion <br />structures have been included in the hydrologic analysis. <br /> <br />, <br /> <br />-23- <br /> <br />-24- <br />