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<br /> <br />1 <br /> <br />" <br />'" <br /> <br />1630 <br /> <br />, <br />'"'''' <br /> <br />2 0 .J?!:;'" <br />,/,y.'? \"" -.\ <br />... e' .,111.' \., <br /> <br />'.-.tf~~/ 1 '<:~;\ <br /> <br />ill // \ <br /> <br />::{Z:\- ~'f \ " <br /> <br />.-...'" ! <br />" ; /; <br />". I I <br />. ; <br />, ; <br />/; <br /> <br />"....'. <br /> <br />:." '\ <br />....~."-~ \. <br /> <br />\ <br /> <br />~" \, <br /> <br />\... <br /> <br />" <br />'. <br /> <br />" <br /> <br />'" <br />'. <br /> <br />'. <br /> <br />\ <br /> <br />i <br />i <br /> <br />I <br />".r' <br /> <br />1610 <br /> <br />.r, <br />/ . <br />'- <br /> <br />,'\t, <br />.. <br /> <br />r '~-'" <br /> <br /> <br />Jr160,0 <br /> <br />\ \. . \,) <br />\ i <br />j \ ! <br />./ <br /> <br />", i <br /> <br />, <br />" <br />,/ \, ,~. <br />"j \ <br /> <br />.\ <br />i'. <br /> <br />\, <br />'\,\ f <br />',' <br /> <br />\, <br />\\ <br />\. f <br />\j <br /> <br />.. <br />{\ <br /> <br />'''~. <br /> <br />'. <br /> <br />" <br />\\, <br />I \ <br />i \. <br /> <br />'. <br /> <br />" i <br />\1 <br /> <br />1590 <br /> <br />". <br /> <br />! <br />i <br />! <br />! <br /> <br />j <br />i <br />j <br /> <br />'''',-. <br /> <br />" <br /> <br /> <br />\\"-1.1580 <br /> <br />", 1 <br />."\ i <br />'~ ! <br />'. I <br />\,..,,?J <br /> <br />N <br /> <br />SCALE: <br /> <br />1" = 200' <br /> <br />I <br />o <br /> <br />200 <br /> <br />400 <br /> <br />600 <br /> <br />2-FOOT CONTOUR INTERVAL <br /> <br />LEGEND <br /> <br />320+00 322+00 <br />---I I <br /> <br />CENTER LINE WITH STATION <br />NORMAL FLOW WATER SURFACE <br /> <br />---------- <br /> <br />o STANDING WATER <br /> <br />~ TYPICAL ROAD <br />............... <br /> <br />10- YEAR <br />2S-YEAR <br />50-YEAR <br />100- YEAR <br />SOO-YEAR FLOOD BOUNDARY <br />BASE FLOOD ELEVATION LINE; <br />ELEVATION IN FEET (NAVD 88) <br />CROSS SECTION LINE/NUMBER <br />100 YEAR FLOW <br /> <br />FLOOD <br />FLOO D <br />FLOO D <br />FLOOD <br /> <br />BOUNDARY <br />BOUNDARY <br />BOUNDARY <br />BOUNDARY <br /> <br />7520 <br />~ <br /> <br />2150 <br /> <br />2000 Q =8,744 CFS <br />UPSTREAM WATERSHED INFLOW <br />1830 Q =12,862 CFS <br />BEAVER CREEK FLOODWATER <br />CONFLUENCE <br />1730 Q =15,091 CFS <br />DRY CREEK CONFLUENCE (COM-4) <br />1570 Q =17,296 CFS <br />UTE CREEK CONFLUENCE (COM-5) <br />1280 Q =20,812 CFS <br />UPSTREAM OF SPRING CREEK <br />CONFLUENCE (COM-6) <br /> <br />4274 <br /> <br /> <br />US Army Corps <br />of Engineers <br />ALBUQUERQUE <br />DISTRICT <br /> <br />Albuquerque. New Nexico <br /> <br /> ~ <br /> Q. <br /> <( <br /> ~ <br /> "0 <br /> Cl <br />1Il <br />Z <br />0 <br />Vi c <br />~ 0 <br />0. <br />a:: .~ <br /> Cl <br /> ..8 <br /> t <br /> '" <br /> <br /> '" '" <br /> C U <br /> '" C <br /> .... :"Q ~ <br /> '" U '" <br /> 0 ~~ <br /> 0 <br /> I o 0 <br /> 0 ~~ ~ <br /> I <br /> .... ~~~ <br /> '" <br />~ I <br />'0 .... <br />.x .,. <br /><( <br />"0 () <br /><( <br />;;: 0 <br /> <br /> <br />o <br />o <br />-< <br />0:: <br />o <br />-' <br />o <br />u <br /> <br /> Z <br /> 0 >- <br /> I- 0 <br />I <( => <br />C) > l- <br />=> 0:::: (/) <br />W <br />0 (/) Z <br />0:::: W 0 <br />I 0:::: <br />l- I- <br /> Z <( <br />0:::: W <br />W <( Z <br />> 0 -.J <br />- Z W <br />0:::: 0 <br />(/) W <br />0 I- Z <br />2Z => <( <br />- -.J <br />0.... Z 0.... <br />(/) 0:::: <br />W 0 <br />0 I 0 <br />-.J I- 0 <br /> => -.J <br /> 0 LL <br /> (/) <br /> <br />~ <br />z <br />::> <br />o <br />u <br />3 <br />a.. <br />:5 <br /> <br />~ <br />(f) <br />-< <br />In <br /> <br />Z <br />-< <br />::> <br />-, <br /> <br />z <br /><( <br />(f) <br />0:: <br />W <br />a.. <br />a.. <br />::> <br /> <br />[ EXHIBIT 3 ] <br />PLATE NO. 11 <br />OF 18 <br />--- oJ <br />