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<br />.' <br /> <br />. <br /> <br />Colorado Wat€"... Conservation Boar'd <br />Flood Control and Floodplain Management Section <br /> <br />/:HECKLIST FOR REVIEW OF FLOODPLAIN INFORMATION <br />-. r/; - <br />I I Detail- Rule 5 I I Approximate - Rule 6 <br /> <br />A. <br /> <br />Topographic Bas€~ Mapping <br /> <br /> <br /> <br />-L line <br />__ orthophoto <br />.___ I^ectified photo <br />_...___ USGS quad map !~ - SC'c;..- <br />date of photo ,z-'J/'J(} <br />date of map ~ 1-26- 8'~ <br />prepared by ~~"v".( ~ <br /> <br />a.~ natur'al, etc. <br />b. $- cultural, etc. <br />c. hydrologic, etc. <br />d. reference, etc. If <br />e... geographic, etc. I.t:. 01<1 if "3 <br />/' N V;.>r '" /q . <br />V USC&GS 0 r USGS . 'It iNtt r <br /> <br />_~~~~~~ ~:t~U16td'1 6{BD~kk~ \,l~V \ \ <br /> <br />. number of triangulation statIons o;~ <br />order of level.ing <br />-ifi4" contr'ol markers on map <br />-- land surveyor NO... 0 NG- ] <br /> <br />/,~ feet vu-r17 rJrf'S J 4 <br />~ supplemental contours feet <br /> <br />Z original scale _ <br />1 inch equals ~L) feet <br /> <br />/' /' road intersections <br />_ V- near buildings <br /> <br />"7 photogrametric methods ~~... <br />from map contours <br />~( fr'om field surveys bvvt <br />.. . perpendicular to flow ;:.:crolft.-VV <br />.LAt changes in area ~~ rlt~ <br />~~athangeS in gradient <br />V t bridges <br />__ -":"'"..,./at confl.uence with tributaries <br />-tL at control sections <br />_..... max imum pel-cent change in E. G. L. slope <br />~dditional sections needed? <br />-lL,../hown on work maps <br />~-f): shown on published maps <br /> <br />1. Work Map Type: <br /> <br />2. Features: <br /> <br />3. Ground Control.: <br /> <br />. <br /> <br /> <br />4. Contour Interval: <br /> <br />5. Scale: <br /> <br />6. Spot Elevations: <br /> <br />7. Cross Sections: <br /> <br />v <br />~ <br />\'D \ <br />. ~'~'Y II? O~) <br />~ . 'Y <br />~\'\ rill <br />\ \\, \ <br />\ ry'Y <br /> <br />\ <br />r/,cJ> <br />( ..)? JP (>(\})- <br />~/v0~ <br /> <br /> <br /> <br />-6- <br />