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� 5/10/39 �odds Enyineers - Review V�.sion page 1 <br /> � �AIRWAY DOWIVSTREAM ANALYSIS EX. A[JD DEV. <br /> _________________________________�_________=_________________�___� <br /> • F3ASIIJ SllMMARY <br /> BASI1! ID: 800 NAME: ON-SITE EY.COND. S 'LY PARCEL <br /> TOTAL AREA. . . . . . . : 2 . 85 Acres BASEFLOWS : 0.00 cfs <br /> RAINFALL TYPE. . . . : TYPElA PERVIOUS AREA <br /> PP.ECIPITATIOtJ. . . . : 2. 30 inches AREA. . : 2. 85 Acres <br /> TIME IAITERVAL. . . . : 10.00 min CN. . . . : 79 .00 <br /> TII•fE OF CONC . . . . . : 18 . 90 min IMPERVIOUS AREA <br /> AHSTRACTSON COEFF: 0. 20 AREA. . : 0.00 Acres <br /> CN. . . . : 98 .00 <br /> PEAK RATF: 0.26 cfs VOL: 0 .17 Ac-fL TI[�iG: 490 min <br /> SI � AVrt.�,___ `����_ �ro _ ll��� S�sfi� • . __. <br /> � ---�- —— �---- <br /> 5/10/89 Dodds Gngineers - Review Version paqe 1 <br /> FAIRWAY DOWIVST[tEAM AN:�LYSIS EX. AND DEV. <br /> _________�_________________________ '___________�____=____�________ <br /> BASIi! ID: 900 NAt7E: 01J-SITE DEV COND. S ' LY PARCEL <br /> TOTAL AREA. . . . . . . : 3. 13 Acres BASEFLOWS : 0.00 cfs <br /> RAINFALL TYPE. . . . : TYPElA PERVIOUS AREA <br /> PRECIPITATION. . . . : 2 . 30 inches AREA. . : 1.53 Acres <br /> TIME ItJTERVAL. . . . : 10.00 min CN. . . . : 79.00 <br /> TIME OF CONC . . . . . : 5. 00 min IMPERVIOUS AREA <br /> ABSTRACTION COEFF: 0. 20 AREA. . : 1.60 Acres <br /> CN. . . . : 98 .00 <br /> PEAK RATE: 0. 93 cfs VOL: 0 . 37 Ac-ft TII•1E: 980 min <br />