FLOOD02574

• County: Montrose
• County: Montezuma
• Stream Name: Dolores River
• Basin: San Juan/Dolores
• Title: Dolores River Mapping Project Survey Notes
• Date: 5/1/1977
• Prepared For: CWCB
• Prepared By: Benchmark Mapping Services, Inc.
• Floodplain - Doc Type: Data ‎(general)‎

~ .. ~ .. ~ . . . . . .. .. " '. .. ~ . ~ .. . .. .. .. ..
90 14 03-0 90 31 08-0 89 38 54-0
269 46 01 - 0 269 23 02 - 0 270 2 1 14 - 0
. 90 14 01 - 0 90 37 03-0 89 38 50 - 0
1,655-000 951-210 3.314-107
4-960 5-100 5-570
4-930 4-410 5-100
-6 .660 118- -'3.602 11,,:z.. 21-486
"To I"LS
1,654-986 'To 951-154 3,374-641 To
II' \1.:~ \\.8,
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
89 55 54-0 83 29 01-0 86 59 14 - 0
210 04 1 7 - U 216 3 1 01-0 273 00 48 - 0
39 55 4B - 5 83 28 51 - 0 36 59 13' 0
444'215 610-490 1,142-110
4-960 5' 100 5'430
4-310 4.850 4.150
1 . 1 35 "e. 16'364 \ 1.1. 60'140 \1.'0
'To "-0 'To
44 4 - 2 1 4 11,\ 666'155 ,....... 1,140'529 \'1."1
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
88 08 03'0 89 44 20'0 89 54 51'0
211 52 13-0 210 1 5 35'0 210 05 1 1 - U
He 07 55-0 89 44 22-5 89 54 53'0
1,03 7 - 1 65 3,445'991 856'710
4 '960 5-100 5-430
4'850 5'210 4'200
\\~ \'1,:', \1. 8-
33'941 'To 15.800 2-520
"T. To
1,036 . 6 1 3 \'t.o 3,44 5 - 954 \1.S 856.709 \~
........... . . . . . . . . . ~ . . . . . . . . . . . .
89 40 37'0 89 37 23'0 89 36 40-0
270 1 9 33-0 270 22 53'0 270 23 30-0
,
89 40 32-0 , 89 37 15-0 89 36 35'0
2,004-000 609'150 4,390-430
4-960 5'570 5-430
4.720 . ' 4-750 5' 1 70
11'611 \1 I!I 4'858 \1.0;; 30.569 \ 1.a
-'0 "-0 "To
2,003'967 \'t.\ 609'136 1"1.(., 4,390-325 \";,1
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
90 24 38'0 90 46 35'0 90 32 49'0
269 35 44'0 269 1 3 43'0 269 27 18'0
90 24 27' 0 90 46 26-0 90 32 45'5
. 2,208'635 384'365 806-545
5'100 5'570 5.510
4'720 4'600 4.530
\"L "to -4 . 2 1 8 \"t.O;; \".:0\
-15'226 "To TO -6 . 6 91 To
2,208'579 \"L\ 384'329 \'1..' 806.50B \~1.
. . . . . . . . . . . . .. . . '~'" .. ..'" ",'" .. . . .. .. .. .... .. . . .. . .. .. .. .. . . .. . . ~ ~ . .... ..--.-
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