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<br />Table 1: General Tamarisk Inventory Data for Colorado. Arkansas. and PUrQatoire rivers in Colorado
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<br />~ Riv9rSlrolch Riv9rMiles AV9u'"9Widlh(hl MllxWidlhlhl MinWldlhlhl Averllge Densltv 10101 TolalAcrelllle Total Canopy
<br /> Coverlacres)
<br />Color lido UTICOstalahnll a
<br /> l=. " 296 1,800 35 47% 754 354
<br /> Frulta 26 715 2.900 50 61% 433 264
<br /> Gland Juncbon 39 796 2,200 70 49% 1.254 610
<br /> Palisade 55 362 1,300 80 50% 703 352
<br /> MasalGarfll.ldcountyhnll 80 339 1,700 100 38% 1,028 389
<br /> Parachule 89 644 1,300 60 16% 702 109
<br /> Rlna 106 305 \,800 30 21% 629 134
<br /> NewCastle 120 547 1,800 50 18% 929 167
<br /> Glenwood 132 3 50 15 6% 5 0
<br /> Eagle RlverconnullnCIl alDolsero 150 11 SOO SO ill'. ;Ill .
<br /> Totllls . ". J7% 6.46~ 2,38'
<br />ArkanslIs KS/COstll16 hne 0
<br /> Gntnada 17 1,046 t.900 190 63% 2,156 1,353
<br /> Mlka Hlgbea SWA 32 1,191 2,100 390 57% 2,166 1,243
<br /> LlUnar 39 879 3,200 180 35% 746 258
<br /> Prowers/Bent counly hne 49 1,048 2,700 360 53% 1.271 672
<br /> John Martlll Reservoir dam 58 1,214 3,000 330 58% 1,325 745
<br /> John Marlin Reservolfllllel 69 4,176 7,000 440 95% 5,567 5,289
<br /> LasAllImas 78 1,125 4,600 3'0 52% 1,228 640
<br /> BenVOlero county hne 91 1,021 3.300 200 68% t,608 t,098
<br /> La JunIa 102 1,292 2,600 300 64'" 1,722 935
<br /> Rocky Ford 118 660 1,400 280 420/. 1,281 533
<br /> Manzanola 130 1.341 4,300 570 560/. 1.950 1,083
<br /> QItHo/Pueblo county hne 145 762 2,100 580 35% 1,385 489
<br /> 613 Rd Bridge 152 1,361 4,600 570 43% 1,155 497
<br /> HUllrfanoRtverconnuence 163 2,351 5,900 570 39% 3,134 1,214
<br /> 331 RdBndge 178 812 3,600 490 29% 1,477 432
<br /> Fountain Creek connuence 188 826 2,900 570 18% 1,002 177
<br /> Pueblo ReservOir Dam 197 " 1,000 lSO 12% 107 11
<br /> Total:!. . 1,226 07% 29,280 16,671
<br /> Trinidad ReservolrloArkansas
<br />Purgatolro Rivefconnu<l/lce etLasAllIm"$ 145 530 2,600 40 25% 9,316 l,329
<br /> Tolllls ~ '30 25% 9,316 2,329
<br />Nol.. Averagt'l, rmmmurn, and Il1IllImum wldlh of mfeslallOll is 8xcluslve of lhe wldlh ollhe nver channel and IS calculated by dividing tOlal acreage In square feel by river lenglh In feel.
<br /> Milllmum Width may exceed average Width because some areas of low I"festallons are not conllguous along a nver sl1etch.
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