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Last modified
1/25/2010 6:48:11 PM
Creation date
10/5/2006 1:14:58 AM
Metadata
Fields
Template:
Floodplain Documents
Designation Number
351
County
Arapahoe
Community
Aurora
Stream Name
Sable Ditch
Basin
South Platte
Title
Letter of Map Revision - Request - Sable Ditch at Sable Boulevard and 23rd Avenue, Aurora, Colorado
Date
8/1/1993
Designation Date
1/1/1994
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br />I <br />I Run Date: 6AUG93 Run Tile, 9:51:00 HKVersion: 6.51 Data File: SABL!OIf. OAf Page 12 <br />I SECNO DEPTH CRSEL cms RSELK EG HV RL OLOSS HANK ELEV <br /> Q QLOB QCR QROB ALOB ACH AROB VOL m HANK mv <br />I TIKE VLOB VCR VROB m INCR m m ELKIN sm <br />SLOPE XLOBL ILCH XLOBR IrRIAL IDC ICONT CORAH TOmD BiOST <br />I SPECIAL CULVERT <br /> mc EGOC H4 QR&.lR QCULV VCH ACULV ELm VEJm <br />I 364.24 364.53 1.50 0. 870. 7.993 10B.0 36B .11 0, <br />I 3495 OVERBARK AREA ASSURED NON-EFFECT!VE, ELLEA" 36B.ll ELREA" 368.11 <br />I UPSTREAR ERD OF CULVERT <br /> 9.000 6.08 363.54 0,00 0.00 364.53 0.99 1.50 0.00 357.52 <br /> 870.0 0.0 870.0 U 0,0 108. B 0.0 0..3 0.1 357.46 <br /> 0.00 0.00 7.99 0.00 0.000 0.015 0.000 0.000 357.46 47.50 <br />I 0.000591 10B. l0B. 1~8. 3 0 0 0.00 18,00 65.50 <br />I CCHV" 0.100 CSHV. 0.300 <br />'SECRD 9.500 <br />I 3302 mNlHG: CORVEYANCE CRANGE OUTSIDE OF ACCEPTABLE NANGE, KRA!IO . 0.66 <br /> TOE OF FIRST DROP <br /> 9.500 5.55 363.47 0.00 0.00 364.59 1.11 0.02 0.04 370.56 <br />I 870.0 0.0 870.0 0.0 0.0 101.8 0.0 0.4 0,1 365,14 <br /> 0.01 0.00 8.46 0.00 0.000 0.015 0.000 0.000 357.91 13.85 <br /> 0.001361 28. lB. 18. 1 0 0 0.00 25.10 38.95 <br />I 'SECNO 10.000 <br />I 3301 RV CHARGED RORE THAN HVINS <br /> 36B5 20 TRIALS ATTERPfED WSEL,CRSEL <br />I 3693 PROBABLE RINIRUR SPECIFIC ENERGY <br />3720 CRITICAL DEPTH ASSURED <br /> TOP OF FIRST DROP <br />I 10,000 4,49 364.86 364,B6 0,00 366.54 1.68 0.00 0.17 JJ 1.12 <br /> 870.0 0.0 870.0 0.0 0.0 83.6 0.0 0.4 0.1 366.16 <br /> 0,01 0.00 10,40 0.00 0,000 0,015 0.000 0.000 360.37 14.32 <br /> 0.002565 1. 1. 1. 20 15 0 0.00 25.27 39,59 <br />I <br />I <br />I <br />
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