FLOOD02900

• County: Adams
• Community: Commerce City
• Basin: South Platte
• Title: Lower First Creek and Direct Flow Area 0055 Major Drainageway Planning
• Date: 5/1/2002
• Prepared For: UDFDC
• Prepared By: Turner Collie & Braden Inc.
• Floodplain - Doc Type: Floodplain Report/Masterplan

~
'"
~
~
~
~
~

163.2 1216.0 ]50.0 1540.0 0 B9 161 03 L 0 36 J4 03 1.
120] DO] 03 10. L .1000 O. O. .100 20. 0 161 62 01 29J fro 0.005 12.5 12.5 0.030 5 0 J5 J4 03 L
1.3031155 02 16. 199. .0100 O. O. .013 8. 0 62 61 03 L 0 J4 l2Z 03 L
ll5S 915 04 25. 1000. .005 2. Z. .QOI ,. 0 61 1JJ 03 1. 0 l2Z )) 04 10 ""'" 0.00< 2 2 0.00 5
1. 1000. .005 20. 20. .Q.\ 20. 0 133 53 04 420 900 0.004 12.5 12.5 0.030 5 140 'fro 0.006) , , 0.035 11
0 915 1070 03 1. 1 900 0.01.9 20 20 O.IJSO 25 0 33 120 03 1.
1051 1058 1 141.5 COO. .013] 12.' '.8 .086 20. 0 53 52 03 1. 0 12) 2Jl 0' 10 5aXJ 0.0::0 2 2 0.00 3
lOsa 958 1 141.5 2000. .013 12.' ,., .05 20. 0 59 137 03 L 1 5WJ 0.0::0 '" '" 0."" 20
0 958 1281 03 1. 0 137 sa 05 4 1003 0.020 0.01.5 , 0 2Jl 26 03 1.
12tH 1059 " .1 1. .0141 0 0 .086 .1 1 1003 0.020 20 20 0.020 10 0 29 1Zl 03 1.
0.0 0 1.0 15 2.0 33.0 3.0 45. 0 sa 56 03 1. 0 1Zl 27 01 100 4500 0."" '" '" 0.00 5
'.0 03 10.0 75. 20 85 03.0 ".0 0 Il2 138 03 1. 0 27 26 03 L
- 959 . 20. 2300. .005 2 2 .Q.\ 5. 0 138 '" 01 10 Ifro 0.0025 , . 0.0>) 6 0 26 ill 03 1.
1. 2300. .005 20 20 .04 20. 0 OJ D6 03 1. 0 ill " 04 10 2", 0.<XJ1 2 2 0.00 3
0 959 1062 03 1. 0 136 57 01 20 2300 0.002 4 4 0.0>) 6 1 251) 0.<XJ1 '" '" 0."" 15
0 960 1282 03 1. 0 " 56 03 1. 0 " 14 03 1.
o 1282 1061 32 .1 ,. .0141 0 0 .086 .1 0 56 135 03 1. 0 25 116 03 1.
0.0 0.0 15 5 30 10 0 135 55 05 4 1003 0.0211 0.015 4 0 116 23 01 100 4", 0.0::0 '" '" 0."" 5
1061 959 1 147.5 2900. .0159 12.' 9.' .087 20. 1 1003 0.020 20 20 0.020 10 0 23 21 03 1.
1062 962 . 20. 1800. .005 2 2 .Q.\ 5.0 0 55 134 03 1. 0 " 13.5 03 1.
1. lBOO. .005 20 20 .04 20. 0 134 54 05 4 = 0.019 0.015 4 0 13.5 22 01 20 IEOJ 0.0::0 5 5 0."" 5
0 963 1283 03 1. 1 = 0.01.9 20 20 0.020 10 0 22 21 03 1.
01263 1064 32 .1 1. .0141 0 0 .0'" .1 0 54 52 03 1. 0 21 114 03 1.
0.0 0.0 10 1 JO 1 0 52 132 03 L 0 114 20 01 100 2200 0.003 " " 0."" 5
1064 962 1 147.5 4250. .0lZl 12.' 9.' .08' 20. 0 132 .5 01 540 lJJOO 0.003 12.5 12.5 O.cao 5 0 III ill 03 1.
0 962 1065 03 1. 0 85 006 03 L 0 ill lB 01 100 1fro 0.00< " 50 0."" 5
1065 %5 . 20 '100. .005 2 2 .Q.\ 5.0 0 006 51 72 0.1 1. 0.001 0.015 0.1 0 lB 11 03 1.
1. 4100. .005 20 20 .04 20. 0 0 5.0 1003 55.0 "" 167.0 :ml 0 3.l 900 03 1.
1067 961 . 152. 1EllO. .0106 44.4 36.2 .019 3.2 199.0 400J 235.0 4200 200.0 4400 0 900 11.9 32 0.1 1. 0.001 0.015 0.1
1. 1600. .0106 19.4 ]6.2 .079 lll. .. 0 51 131 03 1. 0.0 0.0 6.0 32 11.2 121
0 961 1284 03 1. 0 131 " 04 230 = 0.001 4 4 O.<JlO 5 0 11.9 432 01 4 2640 a.em 4 4 0.003 6
o 1264 1068 32 .1 1. .0141 0 0 .086 .1 5<5 = 0.001 4 . 0.040 . 0 432 .12 03 1.
0.0 0.0 40 1 80 1 0 " 49 03 L 0 .12 .19 32 0.1 1. 0.001 0.015 0.1
lOOl %5 . 152. 2000. ,(:')"75 44.4 36.2 .05 3.2 0 " 130 03 1. 0.0 0.0 3.' .32 '.7 148
1. 2000. ,IXJ7S 19.4 36.2 .05 20. 0 133 48 0< 115 H'" 0.004 4 4 0.000 5 0 819 81.3 01 100 1003 0.004 4 4 0."" 5
0 %5 106' 03 1. 200 1600 0.004 < 4 0.040 . 0 8J.J 8lll 32 0.1 1. 0.001 0.015 0.1
106' 955 . 20. 5200. .005 2. 2. .04 5. 0 48 189 03 1. 0.0 0.0 1.6 22 13.1 flj
1. 5200. .005 20. 20. .04 20. 0 lB' 48' 04 120 2250 0.004 4 4 O.<JlO 5 0 8lll 431 01 100 1003 0.004 " " 0."" 5
1070 975 . 20. 5200. .005 2 2 .04 5. 200 2250 0.004 4 4 0.040 8 0 4J1 821 03 1.
1. 5200. .005 20 20 .04 20. 0 188 - 01 120 1600 0.002 4 . 0.035 < 0 821 39 01 100 2640 0.004 " 50 0."" 5
0 911 128S OJ 1. 0 488 405 03 1. 0 439 823 03 1.
o 12l:l5 1072 3Z .1 1. .0141 0 0 .086 .1 0 405 "5 03 l. 0 823 41 01 100 = 0.004 " " 0."" 5
0.0 0.0 15 65 25 115 0 12' 48 04 120 4500 0.004 4 < 0.000 5 0 32 ill 03 1.
1072 1286 . 117.5 2roo. .00% 21. 31. .013 '.1 200 4500 0.004 4 . 0.040 . 0 ill 31 Ol 100 29)) 0.001 50 50 0."" 5
1. 2600. .0096 16. 160. ,073 20. 0 47 46 03 1. 0 31 117 03 1.
012861013 32 .1 1. .0141 0 0 .086 .1 0 446 12' 03 1. 0 117 19 01 100 7= 0.0::0 50 50 0."" 5
0.' 0.0 10 40 12 " 0 '" 12' 03 1. 0 19 11 03 1.
10731014 < ISO. 2900. .0079 19.1 44. .05 ... 0 128 44 01 2SJ 5(OJ 0.002 < 4 0.0>) 6 0 17 112 03 1.
75. 2900. .0079 27. 44. .05 20. 0 44 816 03 1. 0 112 15 01 " 4700 0.0125 20 20 0."" 5
107< 975 < 150. 4750. .0074 19.1 <<. .05 4.' 0 816 127 3Z 0.1 1. 0.001 0.015 0.1 0 15 14 03 1.
75. 4750. .0074 27. 44. .05 20. 0.0 0.0 19.6 91.0 40.4 439.0 0 14 1.30 03 1.
0 9751015 03 1. 0 lZl 4J 01 15 2200 0.002 4 . 0.030 6 0 1.30 7 04 lJJ 6200 0.006 2 2 0.040 3
1075 1060 < 20 COO. .005 2 2 .Q.\ 5.0 0 43 OJI 03 1. 1 6200 0.006 '" 50 0."" 15
1. COO. .005 20. 20. .04 20. 0 OJ1 126 32 O.l 1. 0.001 0.015 0.1 0 7 , 03 1.
o lJJTI 76 OJ 1. 0.0 0.0 ;[1.4 l29.0 37.4 657.0 0 1.3 109 03 1.
0 " 148 OJ 1. 0 126 42 04 13 2200 0.002 4 . 0.030 6 0 109 12 01 100 """ 0.0::0 50 50 0."" 5
0 1<8 " 01 , 0300 0.003 . . 0.030 5 1 2200 0.002 20 20 0.030 20 0 12 100 03 1.
0 18 76 03 1. 0 1126 42 32 0.1 1. 0.001 0.015 0.1 0 100 11 01 100 => 0."" " " 0."" 5
0 76 147 03 1. 0.0 0.0 12.3 31.0 21.0 153.0 0 11 107 03 1.
0 147 75 04 15 4000 0.005 3 3 0.040 J 0 42 0J2 03 1. 0 107 10 01 100 ,." 0.0::0 '" " 0."" 5
03 4000 0.005 < . 0.050 zo 0 0J2 12> 32 0.1 1. 0.001 0.015 O.l 0 10 9 03 1.
0 75 145 OJ 1. 0.0 0.0 22.' 172.0 32.6 922.0 0 , 105 03 1.
0 145 7. 01 Z25 2<00 O.OOS 12.' 12.5 0.080 10 0 12> 41 04 ZJ 2200 0.002 4 < 0.030 6 0 105 6 04 lJJ 5300 0.0::0 2 2 0.040 3
0 7. 142 OJ 1. 1 2200 0.002 III 20 0.030 III 1 5300 0."" " 50 0."" 20
0 142 63 01 250 8500 0.004 12.5 12.5 0.080 10 0 41 815 03 1. 0 . 652 03 1.
0 63 51 03 1. 0 .15 124 32 0.1 1. 0.001 0.015 0.1 0 652 300 03 1.
0 73 146 OJ 1. 0.0 0.0 21.1 "'.0 39.2 1005.0 0 300 104112 0.1 1. 0.001 0.015 0.1
0 14. " 01 30 2500 0.<XJ1 . . 0.030 . 0 12< 39 01 no 500 0.002 2SJ 20 O.IJSO 6 0 0 0.1 565.9 l.J 1226.1 11.6 1$6.2
0 " 153 03 1. 0 39 405 03 1. 48.4 _.0 121.' 2095.3 231.0 2326.4 369.0 2539.0
0 153 69 01 45 1700 0.0015 . . 0.030 . 188 ." 129 93 1. >33.8 rm.Q 715.8 232.3.8 925.4 3103.1 1161.4 .3275.9
0 69 68 OJ 1. 0 0 440 1 495 40 700 2J5 0 104 5 04 395 1565 0.0045 12.5 12.5 0.(8) 5
o 1080 144 03 1. => 500 2200 1= = 1200 3950 Ifro 1 1565 0.0045 " 50 0."" 20
0 144 70 01 150 2000 0.005 12.5 12.5 0.080 5 5(OJ !Jl00 0 51ffi! 03 1.
0 70 68 03 1. 0 :335 487102 0.1 1. a.em 0.015 0.1 o ltal 1600 04 35 470 0.002 3 3 0.045 3
0 66 1<1 03 1. 0 0 40.0 12 42.0 lll.O 120.0 25.0 44 470 0.002 4 4 0.00 10
0 141 66 04 190 3800 0.005 12.5 12.5 0.000 , 133.0 33.0 175.0 35.0 2~.0 90.0 255.0 1850.0 o 1600 1679 04 35 16 0."" 3 3 0.045 3
1. 3800 .005 10 10 .08 20 300.0 2100.0 >Xl.0 =.0 44 16 0."" 4 4 0.045 10
0 66 64 OJ 1. 0 487 187 03 1. 01679 1678 0< 35 67() 0.002 3 3 0.045 3
0 71 143 03 1. 0 187 46 04 200 lJJOO o.ana 4 4 0.034 3 44 67() 0.002 4 4 0.0.0 10
0 143 65 05 . 4200 0.011 0.015 . l 1800 0.0018 20 zo 0.034 20 016713 1m 0< J5 18 0."" 3 3 0.04-') 3
1 4200 O.Oll 20 20 0.020 8 0 46 152 03 1. 44 18 0."" 4 4 0.045 10
0 flj 64 03 1. 0 152 40 O' m 1700 0.0015 4 4 0.035 4 01677 1676 04 35 5>J 0.002 3 3 0.045 3
0 64 13' OJ 1. 162 1700 0.0035 50 50 O.IJSO 20 44 >33 0.002 . 4 0.00 10
0 139 91 01 220 900 0.005 12.' 12.5 0.080 5 0 40 J8 03 1. o 1616 1615 04 J5 12 0."" 3 3 0.045 3
0 91 89 03 1. 0 37 123 03 1. 44 12 0.2~ 4 4 0.045 10
0 61 140 03 1. 0 123 35 01 10 1003 0.001 4 4 0.035 . o 1675 1674 04 35 146> 0.002 3 3 0.045 3
0 140 90 05 . 3.lOO 0.014 0.015 . 0 38 151 03 1. 44 1403 0.002 , 4 0.00 10
1 3.lOO 0.014 20 20 0.020 10 0 151 3. D< 10 29)) 0.<XJ1 2 2 0.040 5 o 1674 1673 04 35 12 0."" 3 3 0.045 3
Bo\SE WN" PREPAAED BY; lANDWARK UAPf'INC llt). IIIJIlleI"CoIlIe&Braden1nc. WlGN<D TWT Oo<TE..iLULllI..
GROUND CONTROl 8'(; lANOIlfARK uAPf'INC llt). ORAWN U,K: Oo<TE..iLULllI.. ADAMS COUNTY, CITY OF COMMERCE CITY. FIRST CREEK BASE UDSWM SHEET 10
TOf'OG:RAPHlC WI'PlNG B'1: L..ANOUARK UAPPING LlO. """"-- a<W<Dl Oo<TE URBAN DRAINAGE AND FLOOD CONTROL DISTRICT OUTFALL SYSTEMS
1M EJGHTttJfTH 5TfII[[l, sun: 1~ PLANNING INPUT FILE OF 11
c:cwmuR 1rO'DVAL.: ,. ......."'""""'" ."", RM>fl) Oo<TE

I

I

I

I

I

I

I

I

I

I

I

.
~
'"
o

I

~
o
.....
00
o
.,
1:)

I

~
~
-:::
-,
1i
j
o
,
.
"
-;
;c.
0.
'"
;?-
~
~
o
o
..-
o
~
.~
o
,
.
ci:
..-
"
(;
,
..-
o
~
o
~
m
o
~
00
..-
a:

I

I

I

I

I

I