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3/22/89 Dodds Engineers - Review � ersion page 2 <br /> ' FAIP,WAY APTS . DOWNSTREAM ChPACITY ChLCS <br /> ------ -------------------------------- <br /> � BASIIJ SUI•:1dAA.Y <br /> BASIN ID: 900 IvAME: DEV S'ITE, PICRS GP 100 , 500 <br /> TOTAL AREA. . . . . . . : 0. 34 Acres Bi�.SEFLOWS : 0. 00 cf� <br /> RAINFALL TYPE. . . . : TYPElA PERVIOUS AREA <br /> PRECIYITATION. . . . : 2. 30 inches hREA. . : 0. 12 Acres <br /> TIME INTERVAL. . . . : 10. 00 min CN. . . . : 74.00 <br /> TZI9E OF CONC. . . . . : 5. 00 min IMPERVZOUS AREA <br /> ABSTRACTION COEFF: 0 . 20 AREA. . : 0.22 Acres <br /> CN. . . . : 98 . 00 <br /> PEAK RATE: 0 . 11 cfs V01,: O. u4 hc-ft TIME: 480 min <br /> BASIN ID: 500 NAI9E: DEV. SITE PZCRS UP 200 <br /> TOThL AREA. . . . . . . : 0. 85 Acres BASEFLOWS : 0.00 cfs <br /> RAINFALL TYPE. . . . : TYPElA PERVIOUS AREA <br /> PRECIPITATIOIQ. . . . : 2. 30 inches hREA. . : 0. 30 Acres <br /> TIME INTERVAL. . . . : 10.00 a�in CN. . . . : 74 .00 <br /> TIME OF CONC. . . . . : 5. 00 niin IMPERVIOUS AREA <br /> ABSTRACTION COEFF: 0. 20 xREA. . : 0. 55 Acres <br /> ^_N. . . . : 98 .00 <br /> PEAK itATE: 0. 27 cfs VOL: 0 . 11 hc-ft TIME: 980 min <br /> BASIN ID: 600 IdAME: LEV SITE, PICFS UP 300 <br /> iOTAL AREA. . . . . . . : 2. 59 Acres BASEFLOWS : 0 .00 cfs <br /> RAItJFALL TYPE. . . . : TYPElA PERVIOUS AREA <br /> PRECIPIThTION. . . . : 2. 30 inches �REA. . : 0. 92 Acres <br /> TIME INTERVAL. . . . : 10. 00 min Ctd. . . . : 79 .00 <br /> TIt•fE OF CONC. . . . . : 5. 00 min IDIPERVIOUS AREA <br /> ABSTRAC'fIJN COEFF: 0. 20 AREA. . : 1.67 Acres <br /> CN. . . . • 98 . 00 <br /> PEAK RATE: 0 . 89 cfs VOL: 0 . 33 Ac-�t TIME: 480 min <br /> � <br />