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<br /> -- <br /> BASE FLOOD <br />FLOODING SOURCE FLOODWl\Y WATER SURFACE ELEVATION <br /> SECTION MEAN WITH I WITHOUTIDIFFERENCE <br /> DISTANCE1 WIDTH AREA VELOCITY FLOODWAY FLOODWAY <br />CROSS SECTION (FEET) (S~ARE (FEET PER (FEET NGVD) <br /> ET) SECOND) <br />Spring Creek 2 <br /> A 0 650 1671 3.0 5016.0 5015.0 l.0 <br /> 2 5029.3 5028.6 0.7 <br /> B 2930 733 1552 3.3 <br /> C 4150 640 1781 2.8 5033.5 5032.5 l.0 <br /> D 5140 379 733 5.5 5037.9 5037.4 0.5 <br /> E 5730 712 327 3.2 5040.5 5040.0 0.5 <br /> F 5930 53 278 3.8 5040.5 5040.1 0.4 <br />Spring Creek <br />Overflow 10583 <br /> A 30 1041 2.8 5016.8 5016.8 0.0 <br /> B 2750 6993 560 5.3 5030.2 5030.2 0.0 <br /> C 3650 574 U50 2.6 5036.5 5036.5 0.0 <br /> D 4620 535 1286 3.1 5040.5 5040.5 0.0 <br /> E 5440 6022 919 7.6 5044.7 5044.7 0.0 <br /> <br />;Feet Above Weld County Road 88 2This Width Lies Entirely Outside Corporate Limits <br />This Width Extends Beyond Corporate Limits <br /> <br />DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT <br />Federal Insurance Administration <br /> <br />..... <br />:. <br />.", <br />.... <br />"., <br />1'0) <br /> <br />FlOODWAY DATA <br /> <br />TOWN OF PIERCE, CO <br />[WELD CD.) <br /> <br />SPRING CREEK-SPRING CREEK OVERFLOW <br />