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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 III-4b <br /> <br />GRANGE HALL CREEK MAJOR DRAINAGEWAY PLANNING STUDY <br />DESIGN RUNOFF SUMMARY <br />PLANNING BASIN TRIB. 5, TRIB. N, TRIB. NE, TRIB. 5E. <br /> <br />V'l <br />>- <br />"" <br />c>: <br />I- <br />:::J <br />co <br />- <br />"" <br />I- <br /> <br /> EXIST. EXISTING DEVELOPMENT -EXISTING FACILITIES FUTURE DEVELOPMENT -EXISTING FACILITIES <br />DESIGN TRIS. DRAIN. <br />PT. LOCATION AREA FACIL 5 year 10 year 50 year 100 year 5 yeor 10 yea 50 year 100 year REMARKS <br />STA. Acres) <br /> CAP. Qp Vol. Qp Vol. Qp Vol. Qp Vol. Qp Vol. Qp Vol. Qp Vol. Qp Vol. <br /> (c.ts.! <br />140+05 HURON 5TREET 269 160 30n '0 ~An 24 II.An ~, ~nn <II. hAn ?1 IA';!) ?,; ee" << """ ?" <br />130+95 TUCK LATERAL 341 100 360 24 460 30 600 39 600 42 440 26 550 32 700 41 750 45 <br />110+75 VALLEY HIGHWAY (U/S) 408 240 400 29 500 37 650 47 700 52 460 31 600 39 700 50 800 54 <br />110+ 75 VALLEY rlIGHWAY (0/5) 408 - 240 8 240 13 260 19 260 22 240 10 260 15 250 21 280 25 <br />77+655 WA5H. 5T. (U/5) 649 125 400 41 460 53 550 69 600 76 420 48 500 60 650 77 700 84 <br />77+655 WA5H. 5T. (O/S) 649 - 160 29 280 34 420 34 460 35 180 31 300 34 400 34 440 35 <br />20+50S POND 912 820 180 54 280 70 440 93 500 103 340 67 420 84 500 108 550 18 <br />16+80 104th AVENUE 1039 460 240 63 300 81 480 07 550 119 500 78 600 97 760 124 800 36 <br />0 CONFLUENCE 1077 - 240 65 370 84 480 11 550 123 500 81 650 101 800 130 850 42 <br />42+85N MURIEL DR. @ IRMA DR. 582 260 600 37 750 47 900 60 950 66 700 41 850 50 1000 64 1100 69 <br />26+25N U.P.R.R. (U/S) 665 620 600 41 750 52 900 67 950 74 700 49 850 60 1050 76 1100 81 <br />26+25N U.P.R.R. (O/S) 665 - 420 8 440 13 480 20 500 23 440 11 460 16 500 23 500 27 <br />0 CONFLUENCE 711 - 440 43 480 55 550 71 550 79 440 47 500 59 550 75 550 83 <br />51+75NE U.P.R.R. (U/S) 395 190 300 26 420 34 600 46 650 51 SAME 5 FOR EXIST NG cor OITIO~ ::> <br />16+25NE 112th AVENUE 705 160 460 44 600 57 850 77 900 85 460 47 600 60 800 80 900 88 <br />0 CONFLUENCE 786 - 460 47 650 62 850 84 950 93 480 51 650 66 850 87 950 97 <br />41+005E U.P.R.R. 55 40 40 3 50 3 70 5 70 6 60 3 80 4 100 6 100 6 <br />0 CONFLUENCE 141 - 70 7 100 9 120 13 140 14 120 9 160 12 200 16 220 17 <br /> <br />z <br /> <br />. <br />co <br />- <br />"" <br />I- <br /> <br />w <br />z <br /> <br />co <br />- <br />"" <br />I- <br /> <br />w <br />V'l <br /> <br />. <br />co <br />- <br />"" <br />I- <br /> <br />...vnDf\_TDI^n I Tn <br />