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Appendix-E-4exi st_.'n.out File name:H:\RanchoPv\san Ramon SD\A-Hydrology\WMS\50-YEAR\EXIST\exist_burn.lac Run date:wed ]un 16 07:43:55 2010 Los Angeles County Flood Control District Modified Rational Method Hydrology Storm Day 4 Storm Frequency 50 SUBAREA SUBAREA TOTAL TOTAL TOTAL CONV CONV CONV CONV CONV CONTROL SOIL RAIN PCT LOCATION AREA Q AREA Q VOLUME TYPE LNGTH SLOPE SIZE Z Q NAME TC IMPV 1 1A 41.7 45.00 41.7 45.00 8.306 a a 0.00000 0.00 0.00 a 2 27 4.93 0.26 1 2A 0.0 0.00 41.7 45.00 8.307 3 1980 0.16425 64-8 0.00 a 2 a 4.93 0.00 1 3A 25.8 42.19 67.5 76.76 14.265 a a 0.00000 0.00 0.00 a 2 12 4.81 0.43 1 4A 0.0 0.00 67.5 76.76 14.264 2 2390 0.14301 0.00 0.00 a 2 a 4.81 0.00 1 SA 56.2 73.12 123.7 143.79 27.043 a a 0.00000 0.00 0.00 a 202 19 4.66 0.29 1 6A 0.0 0.00 123.7 143.79 27.042 2 654 0.10335 0.00 0.00 a 202 a 4.66 0.00 1 7A 35.2 52.05 158.9 189.34 33.899 a a 0.00000 0.00 0.00 a 202 14 4.56 0.13 1 8A 0.0 0.00 158.9 189.34 33.896 2 1245 0.11660 0.00 0.00 a 202 a 4.56 0.00 1 9A 24.7 29.75 183.6 217.48 38.119 a a 0.00000 0.00 0.00 0 202 20 4.50 0.01 1 IDA 0.0 0.00 183.6 217.48 38.119 a a 0.00000 0.00 0.00 a 202 a 4.50 0.00 Normal End of MODRAT Page 1 exi st_ File name:H:\Ranchopv\san Ramon SD\A-Hydrology\WMS\100-YEAR\EXIST\exist_burn.lac Run date:wed Jun 16 08:20:03 2010 Los Angeles county Flood Control District Modified Rational Method Hydrology Storm Day 4 Storm Frequency 1 SUBAREA SUBAREA TOTAL TOTAL TOTAL CONV CONV CONV CONV CONV CONTROL SOIL RAIN PCT LOCATION AREA Q AREA Q VOLUME TYPE LNGTH SLOPE SIZE Z Q NAME TC IMPV 1 1A 41.7 53.28 41.7 53.28 9.810 0 0 0.00000 0.00 0.00 0 2 25 5.53 0.26 1 2A 0.0 0.00 41.7 53.28 9.811 3 1980 0.16425 64-8 0.00 0 2 0 5.53 0.00 1 3A 25.8 49.97 67.5 90.42 16.720 0 0 0.00000 0.00 0.00 0 2 11 5.40 0.43 1 4A 0.0 0.00 67.5 90.42 16.719 2 2390 0.14301 0.00 0.00 0 2 0 5.40 0.00 1 SA 56.2 90.44 123.7 171.61 31.609 0 0 0.00000 0.00 0.00 0 202 16 5.23 0.29 1 6A 0.0 0.00 123.7 171.61 31.606 2 654 0.10335 0.00 0.00 0 202 0 5.23 0.00 1 7A 35.2 64.03 158.9 227.63 39.708 0 0 0.00000 0.00 0.00 0 202 12 5.12 0.13 1 8A 0.0 0.00 158.9 227.63 39.705 2 1245 0.11660 0.00 0.00 0 202 0 5.12 0.00 1 9A 24.7 36.80 183.6 262.33 44.759 0 0 0.00000 0.00 0.00 0 202 17 5.04 0.01 1 lOA 0.0 0.00 183.6 262.33 44.759 0 0 0.00000 0.00 0.00 0 202 0 5.04 0.00 Normal End of MODRAT Page 1