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3/22/99 Dodds Engineers - Review �rsion page 1 <br /> � . �ZP.WAY APTS . DOWNSTREAM CAF„�ITY CALCS <br /> � ____________�---------------------------------=------------------- <br /> ------------ ---------------- ------------------- <br /> BASIN SUMMARY <br /> BASIN ID: 100 NhME: ON-SITE EX. C011D. 21' LY PhRCEL <br /> TOTAL AREA. . . . . . . : 0 . 6C hcres BASEFLOWS': 0. 00 cfs <br /> RAINFALL TYPE. . . . : TYPElA PERVIOUS AREA <br /> PRECIPSTATION. . . . : 2 . 3U inches AREA. . : 0. 60 Acres <br /> TZME INTERVAL. . . . : 10. 00 min CN. . . . : 7�. 00 <br /> TIME OF CONC. . . . . : 18 . 80 min IMPERVIOUS AREA <br /> ABSTRACTION COEFF: 0. 20 AREA. . : 0.00 Acres <br /> CN. . . . : 98. 00 <br /> PEAK RATE: 0. 05 cfs VOL: 0. 04 Ac-ft TIME: 490 min <br /> HASIN ID: 200 NAME: ON-SITE ?ARCEL EX. CUND. <br /> TOTAL AREA . . . . . . . 9 . 30 Acres BASEFLOWS: 0. 00 cfs <br /> RAINFALL TYPE. . . . : TYPElA PERVIOUS nRFA <br /> PRECIPITATION. . . . : 2 . 30 inches AREA. . : 4. 30 Acres <br /> TIME INTERVAL. . . . : 10. 00 min CN. . .�. : 79. 00 <br /> TIME OF CONC . . . . . : 15. 90 min IMPERVIOUS ARSA <br /> AHSTRACTION COEF£: 0 . 20 AREA. . : 0.00 Acres <br /> CN. . . . : 98 . 00 <br /> PEhK RATE: 0. 90 cfs VOL: 0. 25 hc-ft TIME: 490 min <br /> BASiN ID: 300 NAME: ON-SITE PARCEL EX. COIJD. <br /> TOTAL AREA. . . . . . . : 6 . 50 Acres BASEFLOWS : 0. 00 cfs <br /> RAI�IFhLL TYP�. . . . : TYPElA PERVIOUS A�EA <br /> PRECIPZTATION. . . . : 2. 30 inches AREA. . : 6. 50 Acres <br /> TIME INTERVAL. . . . : 10. 00 min CN. . . . : 79. 00 <br /> TI1dE OF CONC . . . . . : 22, 29 min IMPERVIOUS hF.EA <br /> AHSTRACTION COEFF: 0. 20 hREA. . : 0 .00 Acres <br /> CN. . . . : 98 . 00 <br /> PEAK i.r,TE: 0. 56 cfs VOL : 0 . 38 Ac-ft TIDIE: 490 min <br />