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<br />CENTRAL FACILITIES - ROAD CULVERT SIZING <br />~ AVERAGE SLOPE CALCULATIONS <br />.,~ <br />ro E E ~ti' <br />w Max Min H=Z 4 E25' E50' E75' L25' L50' L75' <br />A <br />Area Average <br />(Acres) Slope 8 <br />w G 6210 5900 810 202 5602.5 5805 6007.5 1752 1664 1004 2,017,263 94.3 <br />z <br />(46.31) <br />~ H 6210 5400 810 202 5602.5 5805 6007.5 1308 1100 748 1,316,819 98.4 <br />a (30.23) <br />~ I 6529 5400 1124 281 5681.0 5962 6243.0 1176 1156 1208 2,075,198 47.9 <br /> (47.69) <br />~ J 6100 5390 710 177.5 5567.5 5745 5922.5 956 368 390 620,730 33.3 <br /> (14.25) <br /> K 5950 5410 590 '135 5595.0 5680 5815.0 440 440 196 211,702 68.6 <br /> (9.86) <br /> L 6238 5230 1006 252 5482.0 5734 5986.0 3256 2860 598 2,995,186 56.1 <br /> (68.76) <br /> M 5955 5215 740 185 5400.0 5565 5770.0 1480 880 720 2,079,990 27.4 <br /> (47.75) <br /> N 5325 5230 95 23.75 5253.75 5277.5 5301.25 1428 580 560 213,008 28.6 <br />w (4.89) <br />cn O 5720 5225 495 123.75 5398.75 5972.5 5596.25 2272 680 480 1,944,083 21.8 <br /> (44.63) <br />w P 6670 5250 1420 355 5605.0 5960 6315.0 12720 12240 5640 20,438,352 <br /> (469.20) 53.1 <br />w <br />a Q 6350 5295 1055 263.75 5559.0 5823 6087.0 2888 2600 1920 3,323,192 58.8 <br /> (76.29) <br /> R 6080 5295 785 196 5991.0 5687 5883,0 1120 1288 772 960,062 64.9 <br /> (22.09) <br />~T', <br />:~ <br />F~ <br />r ~ <br />;.~ <br />i <br />N <br />P'h <br />1 <br />w <br />