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1 <br /> FLOODING SOURCE /O YR. FLOODPLA/N DATA 50 YR. FLOODPLA/N DAT OOYR. FLOODPLA/N DATA <br /> /DENTIF/CAT/ON CROSS STATION 1 DISCHARGE FLOOD DISCHARGE FLOOD DISCHARGE FLOOD <br /> ECTIO EL EV. (m.s.I. ) ELEV. (m.s./I EL EV. (m.s./.) <br /> Downstream Study Limit 6445 64+45 2060 5220.5 23000 5220.9 2650# 5221.7 <br /> 7170 71+70 2060 5225.4 23000 5225.5 26500 5225.8 <br /> 7590 75+90 2060 5231.0 2300# 5231.3 2650# 5231.3 <br /> Arapahoe Road 7701 77+01 2060 5231.3 2300# 5232.9 26500 5233.5 <br /> 8205 82+05 2060 5233.3 4000# 5234.6 44000 5235.2 <br /> 9100 91+00 2060 5236.1 4200# 5237.8 5800# 5238.4 <br /> 9716 97+16 2060 5242.1 4400# 5243.1 6700# 5243.8 <br /> I 10185 101+85 2060 5245.5 4600# 5246.8 80000 5247.6 <br /> McSorley Lane 10244 102+44 2060 5246.9 4600# 5250.2 80000 5251.1 <br /> 10838 108+38 2060 5253.2 4980 5253.3 11500 5254.6 <br /> 11352 113+52 2060 5255.9 4980 5256.8 11500 5257.8 <br /> 11782 117+82 2060 5260.7 4980 5261.0 11500 5262.2 <br /> ' 12318 123+18 2060 5266.1 4980 5266.8 11500 5267.1 <br /> 12688 126+88 2060 5269.1 4980 5269.7 11500 5270.3 <br /> 13178 131+78 1920 5273.4 4760 5273.6 11150 5274.5 <br /> 13579 135+79 1920 5277.1 4760 5278.3 11150 5279.1 <br /> Baseline Road 13672 136+72 1920 5278.4 4760 5282.5 11150 5283.2 <br /> 14342 143+42 1920 5282.7 4760 5284.9 11150 5285.6 <br /> ' 15075 150+75 1920 5291.1 4760 5292.2 11150 5292.7 <br /> 15630 156+30 1920 5296.0 4760 5297.2 11150 5297.4 <br /> I 16024 160+24 1920 5300.2 4760 5300.2 11150 5301.1 <br /> 16640 166+40 1920 5305.5 4760 5306.2 11200 5306.7 <br /> 17390 173+90 1920 5311.3 4760 5311.8 11200 5312.8 <br /> 18050 180+50 1920 5316.9 4760 5317.6 11200 5318.2 <br /> 18556 185+56 1920 5321 .5 4760 5321 .9 11200 5322.8 <br /> 18825 188+25 1920 5324.2 4760 5324.3 11200 5325.0 <br /> 19143 191+43 1920 5326.2 4760 5326.9 11200 5328.0 <br /> 19410 194+10 1920 5329.0 4600 5329.8 10800 5329.9 <br /> 19640 196+40 1920 5330.6 4600 5330.6 10800 5331.6 <br /> 19645 196+45 1920 5331.8 4600 5331.8 10800 5332.8 <br /> 1 <br /> 1 Stationing from mouth (feet). <br /> # Discharge represents estimated flow in cross section - see separate floodplain data for Dry Creek No. 2 Ditch at end of this table. <br /> 1 <br /> GREENHORNE and O' MARA, INC. URBAN DRAINAGE AND FLOOD CONTROL DISTRICT FLOODPLAIN REFERENCE DATA <br /> Engineers • Architects • mwners • Surveyors • PAe)ogmnme,60s BOULDER COUNTY TABLE <br /> uzs3wnC&MG& ear..a-Suits ws•o"w.,Worst% .ozn•(303)7se-sxso SOUTH BOULDER CREEK 3 <br /> ' 13 <br />