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A, <br /> L <br /> GRAPHIC SCALE <br /> 300 150 0 300 600 <br /> IN FEET <br /> 2.02 2.0�1 � <br /> In �0 <br /> 7 <br /> Ale <br /> AA ...... <br /> 33. 4 <br /> 35 50 ------- <br /> ------- A Or, At <br /> N <br /> PIT p <br /> t <br /> 20 <br /> Q) <br /> 30 <br /> 0- <br /> 7 <br /> 2. <br /> 0 <br /> if hi <br /> 7 <br /> 1'! 6.48 AC <br /> 34,17 AC <br /> C) <br /> \J- .0 <br /> ma <br /> I � <br /> 127.25 AC V <br /> [1 60 <br /> 70 <br /> I \� 0(b <br /> 80 <br /> 90 <br /> 170- <br /> gel <br /> if LEGEND <br /> 130-1 <br /> 140 <br /> 150 <br /> now-- - A R v . 1, <br /> 1 0- AREA IN ACRES V) <br /> ------- 7�ffi .170 <br /> irt, 0 0 <br /> PO <br /> cl) <br /> NODE qAME <br /> \-L0_W-/ ELEVATION DESCRIPTION <br /> J 114.15 ACJ <br /> 1 .00 DRAINAGE SUB-AREA <br /> 200 <br /> < <br /> DRAINAGE TRIBUTARY AREA <br /> �J74 <br /> 0 <br /> 4** <br /> 5 <br /> cD_ <br /> A� 150 <br /> 160 <br /> 140 <br /> -130 <br /> PROP - -- - - - - - - - - - - - - - - H6_ <br /> 120 <br /> LANE 0 <br /> 0 <br /> SEDIME 1 110- in 00c) <br /> BASIN 100 (01 <br /> 10 Q) <br /> 90 4 r__) <br /> 1000 YEAR HYDROLOGY SUMMARY TABLE <br /> 7 <br /> Go -90 <br /> 70 <br /> 0) <br /> 60 0- 0 70� c/) <br /> PROPOSED NODE NUMBER SUBAREA RUNOFF I AREA Z RUNOFF DESCRIPTION <br /> LEACHATE <br /> 50 ACRE CFS ACRES CFS <br /> IMPOUND LNI -1 (D <br /> 1 .00-1 .01 8.80 21 .5 8.80 21 .5 INITIAL AREA (D <br /> co <br /> .01 -1 .02 7.87 19.0 16.67 40.3 <br /> 1 .02-1 .03 14.15 32.5 30.82 70.7 Ln I <br /> �4 1 .12 1�164,,, 27 U) Ln LO <br /> 1 .02-1 .03 10.99 23.2 41 .81 93.9 -4_ <br /> 2.1 1 . 52 \_�4�8 Lij <br /> 1 .03-1 .04 12.15 25.7 53.96 112.0 <br /> _L6,/ 37 40 ON Ln r. 7 <br /> co 1 .10-1 .11 5.35 13.2 5.35 13.2 INITIAL AREA < <br /> 1.2 55 1 .11 -1 .12 12.36 29.4 17.71 42.2 C) <br /> 1 .12-1 .12 16.01 38.1 33.72 80.3 0 <br /> >_ LL- <br /> 1 .12-1 .04 18.84 42.8 52.56 119.3 <br /> Lij 0 <br /> 1 6 F-- :;�z < <br /> V) m <br /> .04 106.52 224.4 CONFLUENCE <br /> 10 12.95 ACI 1 .04-1 .05 12.95 28.4 119.47 244.9 INITIAL AREA <br /> I <br /> _j <br /> 130 1 .05-1 .06 7.95 16.7 127.42 251 .5 <br /> 4F _ _-140 1 .06-1 .07 6.92 14.0 134.34 256.1 < <br /> -150 1 .07-1 .08 11 .36 22.3 145.70 270.8 <br /> 1 c 0 <br /> wo 170 1 .08-1 .09 11 .20 20.9 156.90 278.6 <br /> L 180 1 .09-1 .09 4.44 7.5 16 34 286.1 <br /> 110 <br /> 12.36 AC <br /> 210 <br /> 9 1 .20-1 .21 8.72 20.8 8.72 M8 INITIAL AREA <br /> 1 .21 -1 .22 15.193 37.1 24.65 57.4 <br /> 1 .�23 100 am woo um <br /> 1 .23 12. 19 36.84 82.3 r- CD 00 <br /> <1 11 <br /> c <br /> �4 1 .22 27.2 <br /> man 1 .23-1 .09 11 .92 25.3 103.4 <br /> Of > <br /> 160 �z 0 cf) 0 <br /> L)6 <br /> 0 <br /> if 1 .09 210.10 377.2 CONFLUENCE v,w <br /> 40 < <br /> 30 7 AC �z :Ei <br /> Ai <br /> Itut] e3 0_ <br /> > <br /> 2.00-2.01 6.96 19.3 6.96 19.3 INITIAL AREA < <br /> Zz ><z cD <br /> 7 0 <br /> 0 <br /> of:= 30 <br /> 2.01 -2.02 16.28 39.2 23.24 56.0 <br /> 2.02-2.03 27.25 60.4 50.49 112.0 <br /> 170 <br /> 160 <br /> 2.03-2.04 34.17 62.9 84.66 155.8 <br /> 150 <br /> 3.02 2.04-2.05 26.20 45.0 110.90 190.2 <br /> 38 <br /> 130 <br /> 120 1 07 <br /> 2.10-2.11 7.83 18.5 7.83 18.5 INITIAL AREA <br /> 2.11 -2.12 7.23 17.0 15.06 35.4 <br /> 2.12-2.13 17.42 38.1 32.48 70.9 <br /> 80 60� <br /> 0 0 70 2.13-2.05 12.95 25.9 45.43 90.8 <br /> 60- <br /> 5' 9 <br /> 40 2.05 156.30 278.3 CONFLUENCE __j <br /> < <br /> 0 <br /> 4 AC z <br /> � j - - N-S C R-E F_Kf_� < _j >- <br /> .08 <br /> -3.00 11v < CD <br /> 33 0 <br /> 3.00-3.01 2.83 7.1 2.83 7.1 INITIAL AREA <br /> 4 0 z 0 <br /> 3.�O 0 _j <br /> 3.01 -3.02 4.55 11 .2 7.38 18.3 <br /> 0 < <br /> 50 -3.03 5.31 C) <br /> 3.02 12.3 12.69 29.5 3: <br /> 60 0�� LLJ >_ <br /> 3.03-3.04 2.48 5.6 15.17 34.1 0 <br /> 70 110 <br /> 100 3.04-3.05 3.02 6.1 18.19 39.7 <br /> 01% 9 0 <br /> co, v Ll mg so 90 (D <br /> m cu V AQ I <br /> 1 � so _8u 3,00-3.11 1 .90 5.7 1 .90 5.7 INITIAL AREA <br /> 70 70 3.11 -3.12 6.12 15.2 8.02 19.9 <br /> L_�1--t-_­ Fii� <br /> 50 3.12-3.05 3.49 8.2 11.51 27.0 <br /> 50- <br /> \�30 <br /> 3.11 <br /> 3.13 <br /> 31 SheetAO.of 14, <br /> ev <br /> G:\dwg\Forward\Grod�ng\24095DB,dwg XREFs: G:\dwg\Forward\Graftq' 45179db.dwg; G;\dwg\Forward\Grading\32189db.dwg 08/22/2001 14:43 <br />