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~ ~ ~ ~ ~ r ~ ~ ~ ~ ~ ~ ~ ~ ~ .~ ~ ~ ~ <br /> A <br />ea Geometry Tc Soil CN Q Runoff (in) Peok Flow (CF5) <br />Bosln r <br />(acres) <br />Len th <br />Hei ht <br />(HR) <br />T pe P <br />(cm/in) lOYR <br />~25YR 100 r, IOYR/SYR <br /> 1.25 21.4 <br />F02-1 10.98 800 92 0.064 D 80 1000 2.21 37.9 <br />n AnY jy~¢f ~ 1.56 26.8 <br />HR-2 1.01 22.0 <br />(Portion of 13.97 850 230 0.064 C 76 1000 1.89 41.3 <br />~3) 1.29 28.2 <br />HR-3 1.01 41.2 <br />(Portion of 26.08 1400 278 0.104 C 76 1000 1.89 77.0 <br />~5) 1.29 52.6 <br />HR-,4 1.13 30.2 <br />(Portion of 17.08 1550 408 0.068 C 78 1000 2.05 59.7 <br />H-1,G-7) 1.92 37.9 . <br />HR-5 1.45 11.6 <br />(Portion o 5.11 950 280 0.069 C/D 83 1000 2.46 19.6 <br />H-1) 1.77 14.1 <br />HR-6 1.45 46.2 <br />(Portion o 20.41 1650 400 0.082 C/D 83 1000 2.46 78.5 <br />H-1,I-1) 1.77 56.4 <br />HR-7 1.45 <br />~ 46.7 <br />(Portion o 20.60 1500 320 0.062 C/D 83 1000 2.46 79.2 <br />I-1) 1.77 57. <br /> <br /> <br /> <br /> <br /> l l l l l <br />Summary of Hydrologic Computations <br />Snyder Quarry Access Road <br />Access Road Bas;na ' <br />Project No. 89002.003 Pope 1 of 1 <br />~bering, ~Turth & ~sociates <br />Consulting Civil Engineers <br />Registered Land Surveyors <br />