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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> I <br /> 7140 <br /> LEGEN D <br /> 500 Year Flood <br /> 100 Year Flood <br /> 7130 I Approximate Ground Line <br /> NOTE <br /> Cross Sections are viewed in direction of <br />:;: 7120 flow, <br />:::l <br />~ <br /><{ <br />0 <br />..J <br />W <br />> <br />w 7110 40 <br />..J 0 50 100 150 200 250 300 350 <br /><{ NORTH FORK CROSS SECTION GD, REACH 5 <br />w <br />en APPROXIMATELY 800 FEET NORTH OF JUNCTION WITH Mc CABE CREEK <br />z <br /><{ <br />w <br />:;: <br />I <br />~ <br />W <br />W <br />lL. <br />z 7050 <br />z <br />0 <br />~ <br />:; <br />w 7040 <br />..J <br />w <br /> 7030 <br /> EXHIBIT B-3 <br /> TYPICAL VALLEY CROSS SECTIONS <br /> SAN JUAN RIVER a Me CABE CREEK <br /> IN THE VICINITY OF PAGOSA SPRINGS <br /> 7020 IBOp FLOOD HAZARD ANALYSES <br /> 1000 /100 1200 1300 1400 1500 1600 1700 1900 2000 <br /> SAN JUAN RIVER CROSS SECTION HG, REACH 6 ! ARCHULETA COUNTY, COLORADO <br /> i <br /> APPROXIMATELY 1190 FEET SOUTH OF APACHE STREET ON FIFTH STREET- EXIST ING CONDITIO~S, FEBRUARY 1977 EXISTING CONDITIONS, OCTOBER 1975 <br /> HORIZONTAL DISTANCE IN FEET USDA-SCS <br />, <br />