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FLOOD00455
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Last modified
1/29/2010 10:15:21 AM
Creation date
10/4/2006 9:16:56 PM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
94
County
Adams
Arapahoe
Douglas
Community
Denver Metro Region
Stream Name
Sloans Lake Basin
Title
Flood Hazard Area Delineation - Sloans Lake Basin, Denver, Edgewater, Lakewood, Wheat Ridge, CO
Date
10/1/1977
Designation Date
1/1/1978
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I <br />I <br />I <br />I <br />I <br />... <br />--- <br />... <br />- <br />~ <br />- <br />.4 <br />~ <br />.4 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />--. <br /> <br />TABLE C-I (Cant.) <br />SLOANS LAKE BASIN <br />FLOOD PLAIN AND FLOODWAY REFERENCE DATA <br /> <br /> BASIN DRAINAGEWAY INFORMATION 100 YEAR FLDOD PLAIN DATA FLOODWAY DATA <br />REACH IDENTIFICATION CROSS STAT I oJD FLOWLINE 100 YR. DISCHARGE WATER SURFACE TOP WIDTH FLOODWAY TOP WIDTH Q) WATER SURFACE <br />AND LOCAT I ON SECTION ELEVATION (cfs) FLOOD ELEVATION (FEET) LEFT (FT) RIGHT (FT) TOTAL ( FT) FLOODWAY ELEV, <br />Upham Street 218 33+20 5430.6 350 5431.7 155 70 80 150 5431.7 <br /> 219 34+50 5432.0 350 5434.3 100 5 30 35 5434.6 <br /> 220 36+40 5435.0 350 5436, I 120 15 80 95 5436,4 <br /> 221 40+00 5447.5 200 5448.9 70 0 40 40 5448.9 <br />Wadswo rth Blvd, 222 41+00 5459.6 225 5460. I 465 110 200 310 5460. I <br /> 223 42+00 5459.5 145 5460.4 110 0 30 30 5460.5 <br /> 224 47+50 5474.4 105 5475.2 80 0 30 30 5475.2 <br /> 225 49+50 5478.8 100 5479.9 45 20 20 40 5479.9 <br />Reach J-K <br />Sheridan Blvd. 302a 9+30 5313.5 290 5314,5 N/A 30 35 65 5314.8 <br /> 302b Undefi ned 5313.5 285 5315.0 200 Undefined Undefined 80 5315.0 <br /> 303a 13+50 5313.5 325 5315.3 210 100 70 170 5315,3 <br /> 303b Undefi ned 5314.0 245 5315.3 220 Undefined Undef; ned 80 5315.3 <br /> 304 18+45 5317.8 530 5318.1 500 200 65 265 5318.1 <br />24th & Chase <br />Depew Street 308 26+85 5329.2 450 5330.4 230 NA1, NA", NA'" NA1, <br />25th & Eaton <br /> 310 31+50 5335.4 420 5336, 8 120 NA", NA" NA", NA", <br />Fenton Street 311 33+60 5338,5 400 5339,7 150 NM' NM' NA", NA", <br /> 312 36+ 75 5 344.0 380 5345.5 160 NA", NA", NA" NAi, <br />Gray St reet 313 38+20 5350,3 360 5350,9 245 NA", NAi, NM' NAi, <br /> 314 43+50 5356.0 150 5357.2 125 NA" NA", NA", NA", <br />Harl an St reet 315 45+00 5361.0 180 5362.1 215 NA~', NA", NAi, NA", <br /> 316 46+50 5364.3 170 5365,2 170 0 40 40 5365.6 <br /> 317 50+00 5374.0 100 5375.4 55 45 0 45 5375,4 <br /> 318 55+00 5391.2 , 95 5 392.0 55 45 0 45 5392.0 <br />Kendall Street 319 55+25 5391.5 115 5392. 3 245 70 130 200 5392.3 <br /> 320 58+00 5395.0 100 5396.1 65 40 0 40 5396 . 3 <br />Lamar Street 321 58+ 70 5397.0 100 5397.4 175 60 0 60 5397,4 <br /> 322 62+00 5397.5 90 5398,6 100 40 5 45 5398,7 <br />Newland Street 323 64+00 5400.4 90 5400.8 75 45 5 50 5400.9 <br /> 324 67+00 5401.0 80 5402.4 75 45 5 50 5402,5 <br /> 325 71+00 5406.0 80 5407,3 75 40 15 55 5407.3 <br />26th & Pierce 326 71+80 5408.0 140 5408.6 135 75 20 95 5408.6 <br /> 327 73+50 5410.4 105 5411.3 80 50 10 60 5411.3 <br /> <br />1. DISTANCE IN FEET, ABOVE MOUTH OR TRIBUTARY INTERSECTION <br /> <br />URBAN DRAINAGE & FLOOD CONTROL DISTRICT <br />"'FLOODWAY NOT DEFINED FLOOD HAZARD AREA DELINEATION <br />DEVELOPMENT WITH IN THE URS COMPANY <br />FLOOD PLAIN SHOULD BE <br />nFSIGNED TO PASS 100 YEAR FLOWS <br /> <br />2. LIMITS ARE DEFINED BY DISTANCES LEFT AND RIGHT OF DRAINAGEWAY REFERENCE LINE LOOKING UPSTREAM <br />C-~ <br />
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