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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br /> TABLE 3 (CONTINUED) <br /> QUAIL CREEK BASIN - SUBCATCHMENT PARAMETERS <br />SUBAREA GUTTER WIDTH AREA PERCENT SLOPE RESISTANCE FACTOR SURFACE STORAGE (IN) INFILTRATION RATE (INfHR) <br />NUMBER OR MANHOLE (FT) (AC) IMPERV (FTfFT) IMPERV PERV IMPERV PERV MAXIMUM MINIMUM DECAY RATE <br />110 107 2500 71.0 40.0 .0200 .025 .250 .100 .400 3.00 .50 .00180 <br />111 107 1000 92.0 40.0 .0240 .025 .250 .100 .400 3.00 .50 .00l80 <br />112 108 950 45.0 40.0 .0200 .025 .250 .100 .400 3.00 .50 .00180 <br />210 119 1150 44.0 40.0 .0240 .025 .250 .lOO .400 3.00 .50 .00180 <br />25 15 1250 82.0 40.0 .0080 .025 .250 .100 .400 3.00 .50 .00l80 <br />225 l5 950 34.0 40.0 .0110 .025 .250 .100 .400 3.00 .50 .00180 <br />26 120 850 39.0 40.0 .0140 .025 .250 .100 .400 3.00 .50 .00180 <br />226 120 1250 56.0 40.0 .0140 .025 .250 .100 .400 3.00 .50 .00180 <br />27 13 1000 28.0 40.0 .0140 .025 .250 .100 .400 3.00 .50 .00180 <br />28 13 1150 68.0 40.0 .0270 .025 .250 .100 .400 3.00 .50 .00180 <br />29 105 1350 95.0 40.0 .Ol70 .025 .250 .100 .400 3.00 .50 .00180 <br />113 16 1350 63.0 40.0 .0150 .025 .250 .100 .400 3.00 .50 .00180 <br />30 16 1400 77 .0 40.0 .0140 .025 .250 .100 .400 3.00 .50 .00180 <br />31 17 1250 46.0 40.0 .0070 .025 .250 .100 .400 3.00 .50 .00180 <br />32 17 1350 41.0 40.0 .0030 .025 .250 .100 .400 3.00 .50 .00180 <br />33 18 700 18.0 40.0 .0150 .025 .250 .100 .400 3.00 .50 .00180 <br />34 18 950 18.0 40.0 .0200 .025 .250 .100 .400 3.00 .50 .00180 <br />203 114 500 17.0 40.0 .0270 .025 .250 .100 .400 3.00 .50 .00180 <br />215 114 1000 96.0 40.0 .0300 .025 .250 .100 .400 3.00 .50 .00180 <br />223 118 lOOO 72.0 40.0 .0330 .025 .250 .100 .400 3.00 .50 .00180 <br /> <br />7 <br />