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~tf~~~3l7" ~vo, 4. ~ f~ ~ <br />,,~, i o <br />v~ l 4'~~; /0 1 <br />C~~~ k~y~ ~ ~~ <br />NYnF PRoP nn ~ ~ m <br />L' Q C~Hr~sec~ . <br />~ ~ o ~ ~~~z~~Y <br />- - -- - - ~ <br />. - r ~~pu PE RTY <br />i l <br />rl Yl <br />G r,R~ <br />PROPOSED GRAVEL PIY AREA <br />;% _- _\ ' <br />t <br />i <br />i ~. <br />` \ <br />I ~ a <br />i "__ .~. ~ _ ._ ... <br />' ~~~a~.. <br />n F~ <br />>r11 ~° <br />~IK <br />oQoY~~ <br />~ ~~EV <br />~ C~ <br />' ~ ~~ <br />~~~s~~ <br />~EuJ ~'LDo~ ~LAI~/ <br />I F CI-E-,q NN~~ CH-~ sv~Es <br /> <br /> <br />^ n-~n n~ <br />~~8a°~ <br />~. <br />g ° 2 <br />-- d <br />^ ^ ,° <br />$ ~ o <br />°^ ~ o <br />m ~' <br />0 <br />0 <br />a <br />R <br />8. <br />CpLr f+,l~ ~• <br />PROBADL6 CNAAINEL <br />C !fk NGE <br />A 20 FOOT DEEP GRAVEL PIT EXTENDING 10 FEET BELOW RIVER LEVEL IN A VERY 4lF.T WATER~SATURATED <br />GRAVEL BED WILL PROVIDE NO RESISTANCE TO HEAVY RUNN~OFF. THE COLORADO RIVER CHANNELL WILL <br />140VE NORTH WITH RESULTANT FLOODING 1n PRIVATE PROPERTIES ff HYDE, CA]dPBELL, KYLE AND LURVE7 <br />AND OTHERS TO THE NORTH. THE 100 FOOT Y7IDE BIKE~PEDESTRIAN TRAIL YlILL OFFER LITTLE RESISTANCE <br />SINCE THE UNDERLYING GRAVELS WILL HE WATER SATURATED T00. OLD GRAVEL PITS (NOl9 RANDS) JUST <br />TO WEST WILL HECOT~ PART OF TI{E CHANNEL T00, SEE EXHIBIT N0. 3 TO EXTF.tiD CHANNEL PROJECTION. <br />RUNNING WATER HAS A CUTTIT7G PC7~'BB OF%~ TO 1 A17D ONLY THE VF,RY AtOST RODUST MEASURES CAN DETE9 IT. <br />/~1 V ~'/~ <br /> <br />