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<br /> <br />it <br /> <br />N 636,000 <br /> <br />" <br />.....,1 '<? <br />3'1--. <br /> <br /> <br />'- <br />" <br />''.... <br /> <br /> <br />o <br />o <br />o <br />(() <br />N <br />7. <br /> <br />UJ <br /> <br />621 <br />N 635,235 <br />E 1,425,80t3 <br /> <br />~ <br /> <br />~ <br />I'- <br /> <br />I'- <br /> <br />I <br />U <br /> <br />N 635,000 <br /> <br />N 634,000 <br /> <br />17~28 <br /> <br />"j, <br /> <br />~ <br /> <br /> <br />,-,j <br />;"" <br /> <br />626 <br />N 633,131 <br />E 1.428,330 <br /> <br /> <br />"i <br /> <br /> <br /> <br />624 """ <br />N 633,910 """ <br />E 1,426,567 <br /> <br />621) <br />N 633,330 <br />E 1,427,528 <br /> <br />623 <br />N 634,221 <br />E 1,426,612 <br /> <br />625 <br />N 634,121 <br />E 1,426,704 <br /> <br />622 <br />N 634,582 <br />E 1,426,212 <br /> <br />(i <br />1,--, <br /> <br />626 <br />N 633,~,99 <br />E 1,4:7,165 <br /> <br />, " <br /> <br />'", <br />, <br />'-.... <br />~ <br />~~,/ <br /> <br />'~~/O~ <br /> <br />623 . c;. <br />N 633,95~ <br />E 1,426,3 <br /> <br />625 <br />N C33,737 <br />E 1,426,395 <br /> <br />-,,'- <br />u5700,-", <br /> <br />f- <br />UJ <br />UJ <br />:r: <br />(f) <br /> <br />:r: <br />u <br />t- <br /><l: <br />~ <br />o <br />o <br />o. <br />Lf) <br />N <br />7. <br /> <br />'Ii <br />" <br />'-.... <br /> <br />UJ <br /> <br />" <br />'" <br /> <br />. <br /> <br />, ~ <br /> <br />624 <br />N 6H,Ol0 <br />E 1,426,414 <br /> <br />622 <br />N 634,344 <br />E 1,425,915 <br /> <br />./ <br />/',~, <br /> <br />y........ <br /> <br />'~ <br /> <br />~ <br /> <br />'. <br /> <br />N 632,000 <br /> <br />~ <br /> <br />628 <br />I, 632,898 <br />E 1,425,145 <br /> <br />N 633,000 <br /> <br />~9 <br />o ~632 ,646 <br />(J) EJ I, 4 2 6 ,8 6 I <br />b <br />::> <br />l- <br />III <br />0:: <br />u.l <br />0- <br />0- <br />::> <br />629 <br />N 632,418 <br />E 1,426,604 <br /> <br />,.; <br />/ '~, <br /> <br />~ <br />", <br /> <br />~ <br /> <br />. <br /> <br />~~ <br /> <br />4826 <br /> <br />LEGEND <br />FLOOD PLAIN LIMITS <br /> <br />.. - - . <br />...... ......... <br />...... ......... <br />...... ......... <br />...... ......... <br />...... ......... <br />...... ......... <br />...... ......... <br />...... ......... <br />...... ......... <br />...... ......... <br />...... ......... <br />...... ......... <br />...... ......... <br />...... ......... <br />...... ......... <br />...... ......... <br />:-:.:-:-:.:- :-:-:-:-:-:-:.:-:- <br />............ .................. <br /> <br /> <br />100 YEAR <br />FLOOD <br /> <br />GROUND ELEVATION IN FEET ~ 5<80 _______ <br />MEAN SEA LEVEL DATUM <br />CONTOUR INTERVAL 2.0' <br />CROSS SECTION A. <br />CROSS SECTION CONTINUED . <br /> <br />IIA <br /> <br />~ <br /> <br />INTERMITTENT STREAM <br />HORIZONTAL CONTROL <br />VERTICAL CONTROL <br />PHOTO CENTER <br />GRID POINT <br />100 YEAR FLOOD ELEV. <br /> <br />~\-...,.~:s- <br />8272 <br />Stotion in 100ft, <br />o from lower study limit <br /> <br />-Q- <br />+ <br />5260 <br /> <br />o <br />o <br />o <br />(J) <br />(\J <br />7 <br />. <br /> <br />(-69 INDEX NUMBER FOR COLORADO RIVER MAPPING PROJECT <br /> <br />SHEETS 1-20 AND 23-29 <br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM <br />6" C,F. L. VERTICAL AERIAL PHOTOGRAPHY TAKEN NOV. 15,168. 17, <br />1982. BASIS OF HORIZONTAL CONTROL: THE COLORA DO STATE <br />PLANE COORDINATE SYSTEM, CENTRAL ZONE, LAMBERT <br />CONFORMAL CONIC PROJECTION. THE FOLLOWING (USC 8. GS AND <br />lOR USGS) TRIANGULATION STATIONS WERE USED: CATHERINE <br />COORDINATES X= 1,516,508.42 Y=58I,255,78. GNAT-X=I,23I,566.60 <br />Y= 523,643,10. BASIS OF VERTICAL CONTROL: USC 8. GS SEA LEVEL <br />DATUM BASED ON THE FOLLOWING BENCHMARKS: 0-156 ELEVATION <br />6192.284, 4870,74PS-ELEVATION 4869.860. PREPARED BY ANALYTICAL <br />SURVEYS,INC. 4167 SINTON ROAD, COLORADO SPRINGS, CO. 80907. <br /> <br />SHEETS 21 8. 22 <br />COORDINATE SYSTEM IS THE MODIFIED COLORADO STATE PLANE <br />COORDINATE SYSTEM,CENTRAl ZONE. LAMBERT CONFORMAL <br />CONIC PROJECTION, THE FOLLOWING (USC8.G AND USGS) <br />TRIANGULATION STATIONS WERE USED: DRY HOLLOW X= 1,395,770.68, <br />Y=613,033.6I, CASTLE X=I,432,094.8I, Y=623,300.73, ANTLER <br />X= 1,371,760,95, Y= 630,478,31. BASIS OF VERTICAL CONTROL: <br />USC 6GS AND USGS, SEA LEVEL DATUM BASED ON THE FOLLOWING <br />BENCHMARKS: RIFLE ELEV. 5319.199, NEW CASTLE ELEV.5747,82. <br />TOPOGRAPHY COMPILED BY PHOTOGRAMMETRIC METHODS FROM <br />6" CFl VERTICAL AERIAL PHOTOGRAPHY TAKEN JAN, 12,1983, <br />COMPILED BY BELL MAPPING CO,. 500 KALAMATH ST. DENVER CO. <br /> <br />w <br /> <br /> 0 SHEET INDEX <br /> 0 <br /> 0 STREAM MAP SHEET STREAM MAP SHEET <br /> ro <br /> (\J PORCUPINE CR. 1-3 GARFIEL D CR. 15-16 <br /> <t. <br /> BEAVER CR 18.4 ALKALI CR, 17-18 <br /> UJ MAMM CR. 5 - 8 S, CANYON CR. 19-22 <br />',I DRY HOLLOW CR. 9 -10 CANYON CR. 23-24 <br /> DIVIDE CR. II -14 ELK CR. 25-29 <br />/' <br /> <br />C-17-1. <br /> <br />F=~--- <br />1 REVISION <br />I <br /> <br />DATE <br /> <br />BY <br /> <br />c U. S. DEPARTMENT OF AGRICULTURE <br />~ SOIL CONSERVATION SERVICE <br /> <br />o <br />o <br />o <br />r: <br />C\J <br /><t <br />. <br /> <br />FLOOD PLAINS <br />FLOOD PLAIN MANAGEMENT STUDY <br />COLORADO RIVER TRIBUTARIES <br />IN GARFIELD COUNTY <br />COLORADO <br />o 200 400 <br /> <br />w <br /> <br />200 <br /> <br />. <br />SCALE <br /> <br />600 <br />, <br />FEET <br /> <br />~-._. <br />IN <br /> <br />SHEET 18 OF 29 <br />