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'I........ I"~ ~ --'~i!()I" ~( ~l '" I - W,II r "-'''-0 1\ I \ sou~, . !: -1.. .~.". 7^- ~ ..oo~~" "\-.,...~-7,;~~~""i~~!\~ 'I w,,, ( ./:f'..Qra..~ ~~~ :.......... '<a.o, AREA : ;%\kd",;~ - f", i ! . ~1 I J(pL~' l~ l)J/ L U ~__' /;~)~ -!~~ .. ~ J.' :,)" ,oils '. .-":,,,et ~ 'I ~.'" ::?;T~.------;--- '1, i \-'- = K A 1',"0 ~ ',- B~4366 __ ',~-4- _~~y-~..._ N ~ " \ h'N.:} '- 1/ 1 i - ! @ '+ . Q.,i _t.-.4J7J c- ~r\ i. i ~---"-":r"'; .,o"""~_ yi' " t~' !, . ::/....<....-..) ;_J::_~:;~~ ~ .:.. -r~~~b91:~I:.')'~' .."'~23 ROCKY ~o " : o!..'82 g, ~ S-BM4 ,,~ 12 - <<-- , 1 ~~...... / !Ii," r~{\... --+-.,.--=-~~---- ---r- ~"-,. 7 W,\!, J I '-1'6,r, 19' i / ,.j' 1l:,~ i. : l":--":~" -:0,"" '...' 8hgROWLEY...99--., . II i 8 {" T: "- If 1 \ ~ J ;Yo.,.;~. II {''''r ~ - - CO" I' u I I! . .~. : ., l 9, 1 ;./, h, :::-~.. ~l, \': i ~ I 0". ~/-:;;--~\....-: "x( I ;.. I f I ~.,.~'\ II 50 ,'" ~ :: \ \ ..i. l I ",~.., /. 'H- ." \~. I '.,_>'::' : : /1 ( ;: ",0 / i '~-.~ ~, . .:' ~~~ I FLOOD' " ,_ ~ r'~' .-'-'-.ji'%>"L _ _ "ZZ-N. : +"" \, ,OY.,. : \ \'1\' -" I ~~-<'7""-:3i,}I'-:"--.l= .w,\!, "li__~\'3 --:':::0--- ~--=::+.I,R l( A,~~~~-==----;:::_;;:__:-~~~::~.:!,,-./ ~ ~,L___________ r--~-- I \ Y, I' '0.,. ,. I I I f- I . \ V ( I '0 I 'i J v PRONE ,D~~I AREA 1 J ,. ~ \ ~ I ""'I =..,.. IV+>?"""'.......,.... I i f .-------.~'t....'~m----~ "~---m--(--Y----l-~,. i ' ..! <.. )f'~'.-.. ..... ,/ , />-1 ..- :: -; : 16 ',,,. r' 15' "', '~:- .._--r' - --114--.-.. -n't.''''- --\- -- ~!.3..__ - '..-, i "" '18 !' '...':_ ' 17 :.."""" ~.~, 16 \ " ;~", , I Jj. rtJ(jl t\" . .~. _ ~" .....,""""... ~~ I ~ (,) "\;>..>, ~ III" iT I - 'l{ 0 I //" 0, ~l -" "...,i,'. . -I Ct:" I.! Fowler .' r"'~-... I J ~ :: .; I Ctom-.i1 ../ 'l{)>. ----I ,.~ (8M 4341) ,~It "~-_~""'<'!I B ~ . -, 1.J 11 _ M :z: to) I ' J Hi I ft .<=1 4316 'l{ 0 ~ I ".~,~ 1.._ 1 ~"..., b ! 4 Wells " _. JIl." ',Soh, 1. ~ \;} Ct: '-' ...-,. v .. ~ "l~ :: Wells I I 0 ......- ; ,I / ".l' {rJj l:v- t.#~....."" ." 438-4 !" ,'. ~ 0 'Well ~t~ I: "'"I . ~ ~,.,o I! b . i 21! i "V122 ' j"" 23~ ~'''0 24 r- '''1 ----! 19 ' '- I' i' .[,' '2~L,~____--= t~~--r2~-7------r~; I I, ~ --.---. --r-'I'. -. ..,-. ..-w- "II f I 38"07'30" 517 12400 000 F'E[T 579 580 5' fHARDCS TY RESERVOIR} ROO W. R. 59 W, 58) 2'30~ ~6 MI. TO COLO. 10 585 . 1....n:"IOA GEOLOGICAL su".vn, W......INGTO~, o. c~_ 104000, .5160 II Sf: LA JUNTA "7 MI. 8j7OOOmE. '85 '86 ( \ : 5: ~ <' i ) : I 41 "" 'I---..,"-________L ~o '-._ _ ,r . '"' ----,.----~- >0:--_",",,__ ........_;;1'10.' ( 3 I , I' '... ~ , =a_~_E__E__.________ _~.~~ / ' +47.?t ,,0 . ( _ "33 / 4131 ~70 000 FErr '15 r v / / \ +-4~77 , 4130 ( ,( \ r , \-';;'''J: c '\ " \. (. 12'30"f--' ) "29 to - 12'30' ~ ') 22 '" r (!> b' U29 "28 I --r- 1,6-45 / 2i ., - ,o~ .' C 4128 r' 28 / 27 . iO '" >: ~~ ..- OJ ).0 ",- >:~ ... e .. , , ~ ~ < ~ ~ ~> ~~ 3~ 00 '23 2ZZ 540 000 FEET "21 4120 38"OT30" 104"07'30" 0/0' l' I'P:.> t'\\~ ~(!)o ..J."\fO ... . ,E Approximate boundaries of f100d~prone areas are shown on this map. There is, on the average, about 1 chance in 100 that the designated areas will be inundated in any year, This information is important to public agencies and private citizens concerned with future land developments. The f100d~prone areas have been delineated through use of readily available information on-past floods rather than from detailed field surveys and inspections. In general, the delineated areas are for natural conditions and do not take into consideration the possible effeets of existing or proposed flood control structures except where those effects could be evaluated. Flood areas bave been iden- tified for: (1) urban areas where the upstream drainage basin exceeds 25 square miles, (2) rural areas in humid regions where the upstream drainage basin exceeds 100 SQuare miles, (3) rural areas in semiarid regions where the upstream drainage basin exceeds 250 square miles, and (4) smaller drainage basins, depending on topography and potential use of the flood plains. The 89th Congress, in House Document 465, recommended the preparation of flood-prone area maps to assist in minimizing flood losses by Quickly identifying the areas of potential flood hazards. More detailed flood information may be required for other purposes such as structural designs, eco- nomic studies, or formulation of land. use regulations. Such detailed information may be obtained from the U.S. Geological Survey, other Federal agencies, or State, tocal, and private agencies. -. SCALE' l: 24 000 o , 1 MIlE. EXPLANATION ..~ ~ac/o ~....~~ "',,- '000 - o ........ ........ 1000 . 2000 3000 ""'" 5000 5000 7000 FEET , Flood boundaries were estimated from: Regional stage~freQuency relations. 1 .5 0 0---.0 -.. __ >---<__ 1 kILOMETER CONTOUR INTERVAL 10 FEET DATUM IS MEAN SEA lfllEl EJ PREPARED BY THE U,S, GEOLOGICAL' SURVEY QUADRANGLE lOCATION FOWLER. COLO. N3807.5-W1040017..5 Base by U,S. Geological Survey 1960 1978 - -.:::- ..:~........... "V4oItl'_',-,- _....._-....c........._..... .~--... -"-,,.~ ...~.&.-..., - --- - --..-.----.- ---- ~ t:~" _h ~- '.,,"~. ".,..~.- -. .....<~;.t;'<..;n~s; .~ Ib.~K~~-, ~.~, ~, A~~~~n1; . , . \- I I 4 -1 \ , I I " I .. , f ,,- , v . I I I I I I I.t . ~ ! '" I . ~ , , -1-