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<br /> TABLE 1 - Sm1MARY OF DISCHARGES - continued
<br /> ---,---------,---,-
<br /> FLOODING SOURCE DRAINAGE AREA ____~EAK J2.IS~~~~~~__L<:.fs L-
<br /> AND LOCATION (sq. _mi~~ 10-YEAR 50-YEAR 10O-YEAR 500-YEAR
<br /> --- ----- ---
<br /> PURGATORY CREEK
<br /> DIVERSION 2
<br /> At confluence with
<br /> Purgatory Creek * 1,515 2,480 5,280 15,460
<br /> WILLOW SPRINGS CREEK
<br /> At confluence with
<br /> San Harcos River 4.10 2,510 4,260 5,000 11 ,660
<br /> Upstream of Missouri-
<br /> Kansas-Texas and
<br /> Union Pacific
<br /> Railroads 1
<br /> and diversions 2.% 3,330 5,620 6,.700 3,930
<br /> At Redwood Drive 2.40 3,110 4,980 5,810 7,770
<br /> Approximately 300 feet
<br /> upstream of corpor~te
<br /> limits 1. 53 2,380 3,520 if, 050 5,260
<br /> STREAM CC-1
<br /> At confluence with
<br /> Cottonwood Creek 2.20 1,990 2,950 3,380 4,680
<br /> Upstream of Municipal
<br /> Airport 1.60 1,480 2,270 2,630 3,430
<br /> BLANCO RIVER
<br /> Above confluence with
<br /> San Marcos River 435.64 47,860 109,320 126,270 150,880
<br /> Approximately 1,300
<br /> feet downstream of
<br /> Missouri- 2 434.07 47.,870 109,170
<br /> Kansas-Texas Railroad 126,070 150,640
<br /> Upstream of Diversion
<br /> 1, ~pproximate1y 500
<br /> feet upstream of
<br /> Missouri- 3 434.07 47,960
<br /> Kansas-Texas Railroad- 109,550 126,550 152,540
<br /> Upstream of Diversion
<br /> 2, approximately 1,500
<br /> feet upstream 4 434.07 48,010 117,160
<br /> of Uhland Road 142,310 184, 7ifO
<br /> ~Discharge increases due to diversions along railroads
<br /> 3Discharge reflects diversion into Bypass Creek Tributary 1
<br /> 4Discharge reflects diversion into ~ypass Creek Tributary 2
<br /> Discharge reflects diversion into Bypass Creek
<br /> *Not applicable
<br /> 8
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